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HomeMy WebLinkAboutHERITAGE PARK BLK 1 LT 2H eritage Park
Block 1
Lot 2
#050-211-30
Permit Number: OSP211006
Municipality of Anchorage
On -Site Water and Wastewater Section o (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
PID Number: 050-211-30
Page I of 2
Dwelling: N-1 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New K Upgrade
Name
Lowell and Danela Head
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
10687 Tradition Avenue
❑ Other
Phone
Number of Bedrooms
Soil RatingTotal
depth from original grade
3
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Gravel depth beneath pipe
Subdivision Block Lot
Heritage Park 1 2
Ft.
Ft.
Fill added above original grade
Gravel length
Township Range Section
Ft.
Ft.
Gravel width
Beds: Number of Lines
Distance between lines
SEPARATION DISTANCES
Ft.
Ft.
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ft2
Ft.
Well
100'+
25'+
TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1000 Gal.
Surface Water
100'+
Material
Number of compartments
Lot Line
5'+
NA
HDPE
2
Foundation
5.7
LIFT STATION
Manufacturer
Capacity
Remarks Tank outside the soil bearing prism of
Gal.
the foundation
Alarm location
Electrical installed by
Installer
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
JR'S Septic
Drainfield Co/MT3034
Inspector Pannone Engineering
BENCH MARK (Assumed elevation) 100 ft
Inspection
im 2/23/2021
Location and description
es: 2nd
3 d 41„
Bottom of Trim -Nearest Corner of House
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
�,�� OF A / %
� o- 9
-. 4 H
Steven F Pannone
CE
Septic Syste
AID Date
814-9
Note: this approval does not include well permit requirements.
(Rav ns/m/i R\
I I
II —BM: 100
I I p
6.2
1000g7INLET
SEPTIC TAN
OUTLET INV: 91.57
INV: 91.7
SECTION
DECK PILE EXTENDS
SCALE: 1 „=1 0' / BELOW BOTTOM OF TANK
I
1
DRAIN FIELD (E) 7
3BR
A HOUSE
T1 (E)
DCO
NOTES:
RECORD DRAWING
DRAWN DRM
SITE PLAN
W WATER LINE /
WELL RADIUS
SS NEW SEPTIC
ABBREVIATIONS
TH
TEST HOLE
(P)
0 Now
(E)
®I
NOTES:
RECORD DRAWING
DRAWN DRM
SITE PLAN
T2---' 15.7
� FCO
• �r,�7Ty o�
e�SFM
JE FNr \�
1000g SEPTIC TANK
DECOMMISSIONED PER CODE
AND INSTALLED NEW 1000g SEPTIC TANK ---
-\ WITH DOUBLE CLEAN OUT
PANNONE ENG SVC LLC(C.1. 1088)
P.O. BOX 1807 PAUJER, AK 9645
PHONE (907) 745-8200 FAX (907) 745-8201
HERITAGE PARK, BLOCK 1, LOT 2
LOWELL AND DANELA HEAD
10687 TRADITION AVENUE
EAGLE RIVER, AK
,`P,��"OF• A�ys����
Steven R. Pannone
CE -8149
3
REVISIONS
03/02/2021
CALE
1' = 50'
I.D. NO
050-211-30
ERMIT NO.
OSP211006
HEFT
2 OF 2
W WATER LINE /
WELL RADIUS
SS NEW SEPTIC
ABBREVIATIONS
TH
TEST HOLE
(P)
PROPOSED
(E)
EXISTING
CO
CLEAN OUT NO.
FC
FOUNDATION
CLEANOUT
FS
FLOW SPLITTER
MT
MONITOR TUBE NO.
TYP
TYPICAL
R.I.
RIGID INSULATION
T2---' 15.7
� FCO
• �r,�7Ty o�
e�SFM
JE FNr \�
1000g SEPTIC TANK
DECOMMISSIONED PER CODE
AND INSTALLED NEW 1000g SEPTIC TANK ---
-\ WITH DOUBLE CLEAN OUT
PANNONE ENG SVC LLC(C.1. 1088)
P.O. BOX 1807 PAUJER, AK 9645
PHONE (907) 745-8200 FAX (907) 745-8201
HERITAGE PARK, BLOCK 1, LOT 2
LOWELL AND DANELA HEAD
10687 TRADITION AVENUE
EAGLE RIVER, AK
,`P,��"OF• A�ys����
Steven R. Pannone
CE -8149
3
REVISIONS
03/02/2021
CALE
1' = 50'
I.D. NO
050-211-30
ERMIT NO.
OSP211006
HEFT
2 OF 2
Pannone Engineering ServiceS LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panenaak.com
2 March 2021
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
P 0 Box 196650
Anchorage, Alaska 99519-6650
Subject: Heritage Park, Block 1, Lot 2
Lot Line Waiver Request
Ladies and Gentlemen:
We request a separation distance waiver for an existing absorption field to the lot line to five feet (5.0'), as
measured in the most recent as -built. This is an existing drain field which was installed in 1984. The field
has been in operation since 1983. Granting this waiver is not likely to affect the health and safety of this lot
or the surrounding lots now or in the future.
If you have any questions or concerns, please contact me at 907.745.8200.
Sincerely,
o0®®ceo9®p0
® �0P-\E OF ql ,eao 0
a °• 4
b.
.s
Steven R. Pannone
?C ,41 g
Steven R. Pannone, P.E.
Owner/Civil Engineer
iViailing: P.J. Box 1807, Palmer, AIC 90,645
Telephone: (907) 745-8200 FAX: (907) 745-8201
ttClt(
Municipality ®f Anchorage
P.O. Box 196650 ® 4700 Elmore Road
Anchorage, Alaska 99519-6650 ® (907) 343-7904 © Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
x x x x VARIANCE/WAIVER REVIEW x x x x
Waiver#: OSV211013
PID#: 050-211-30
COSA OSC211079 Permit#:OSP211006
Legal Description: Heritage Park B 1 Lot 2
Engineer: PES
Applicant:
Your request for a waiver of the required 10'feet horizontal separation from the Absorption Field
to the lot line has been approved. The approved separation distance is 5'
This waiver approval applies to the Existing Error! Reference source not found. only. Any
future upgrade to the on-site wastewater disposal system will require all separation distances be
met or another approval from this department
❑The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
❑ Adjacent properties are not affected by this waiver.
............................................... ■ ............................. ■ 1
Waiver is Granted: X Waiver is not Granted:
Date: App
�) -
Name of Reviewer
**** VARIAN C E/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP211006
Work Type: SepticTank Upgrade
Tax Code Number: 05021130000
Site Legal Address: HERITAGE PARK BLK 1 LT 2 G:0055
Site Mailing Address: 10687 TRADITION AVE, Eagle River
Owner: HEAD LOWELL J & DANELA V
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
�1„cnr
0
a
DeI)artment
1 /2 512 02 1
1/25/2022
20000
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well O Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date: / h `�
Issued By: r Date: I Q L202
3
11 UNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-211-30
Property owner(s) Lowell & Danela Head Day phone
Mailing address 10687 Tradition Avenue, Eagle River, AK 99517
Site address same
Legal description (Sub'd., Block & Lot) Heritage Park, Block 1, Lot 2
Legal description (Township, Range & Section)
Lot Size 20,000
Sq. Ft.
Number of Bedrooms
3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF)
❑X
(w/wo AD U)
Septic Tank
[AUpgrade
❑X
(D)
❑
Holding Tank
❑
Renewal EJDuplex
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: $225
Date of Payment: _ f M o`
Receipt Number: 09
Permit No. OSP211006
Permit App_ :-'.,:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211006, Rebecca Carroll, 01/25/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211006, Rebecca Carroll, 01/25/21
MUNICIPALITY OF 4NCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL
PROTECTION
ENVIRONMENTAL ENGINEERING
DIVISION
825 L Street - Anchorage, Alaska 99501
Telephone 264.4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION
REPORT
NAMEYY ->
' -on OF �-Ur-'
PHONE
7W --I0
EW
❑UPGRADE
e. .1 12r
08`
MAILINGAtDDDRESS
LEGAL DESCRIPTION `
(� .cad' Y� I < { V V^ i�{L' Pack
LOCATION r
Wt Ave- "��.ce Evei
NO. OF BEDROOMS
I�
Well
Ab orption�rea
Dwelling y
PERMIT 0.
-
Uy
DISTANCE TO:
C
_®-
76
PZ
Manufacturer
Material S �
No. of compartments
L
wF
rn
Liq.,ca acity in gallons
I
IF HOMEMADE:
Inside length
Width
Liquid depth
6 Y
DISTANCE TO:
Well
Dwelling
PERMIT NO.
jUZ
SZ F
Manufacturer
Material
Liquid capacity in gallons
DISTANCE TO:N
Well
Foundation.
Nearest otline
PERMI NO.
7
Cs!_
�7
.J
of lines
Length of ea h line
Total I n th of lines
Trench width
Distan e b tween lines
inchesPcc
4Z"No.
finish
Material beneath the
effective bsor ti
op of ti to grade
—y/�Total
n area
LI.ength
( `. inches
Width
Depth
PERMIT NO.
aF-
Type of crib
Crib diameter
Crib depth
Total effective absorption
area
wa
LU
rn
Well
Building foundation
Nearest lot line
DISTANCE TO:
Class
Depth
Driller
Distance to lot line
PERMIT NO.
J
w
�
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
I
r
PIPE MATERIALS
per . 6)
SOIL TEST RATING
INSTALLER
C Excay. 'n(
REMARKS
t�
OO eCO�Vi
� II
�Y
9o9e 99o4f Oc9_o s°.;+�
1006
e90000 96009 OC 44449 ie
44
e e0Y0 JAY eROWNFIELD ° F
t!.5-EMUNICIPALITY O
�Q��r °°°e
tew GE
•o°° 'O� `3 DEPT. OF
` ,LTH
ROT
c:
torofe ENVIRON)ALNTA
TOR
WIN915.
APPROVED DATM
RZ Pee C M I V ED
\72-013 (Rev. 3/78)
T' o,n����_Lr" ff _L»__rl k_9 I— " r-4 1, 9-3 L—_
DEPARTMENT HEALTH AND ENYI THL` 1]TECTION
. 825 'L' STREET/ ANCHORAGE, HK. 99501
264-4720
PERMIT NO. ( 8]0278 )
APPLICANT DEYCON ENT. INC. 5411 QLD SEWHRD HWY. 561-1082
LOCATION
LEGAL LOT 2 BLK 1 HERITAGE PARK LOT SIZE 99999 SQUARE FEET
/
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS SOIL RATING (SQ FT,,'BR)= 105�
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
�C:51 1 ;2-7 ��F::u-T"� tF.
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IW FEET).
��Q U I F-.� E= C-- ����I I::-- —F F:� " K =—. I = F= �� �0 C -i RD 0 F=� I L_ 10 P-4�
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
'
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
—r &4 CH -2- 1 t-4:E..F=E= AZ� —r I CH "!H���� ��������
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN H WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
���rl :1 —F F—� I FZ F=":E; ����I el FE. F—_ FR �j , ��EEO :E�
I CERTIFY THAT '
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON—SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON—SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE 6 REMODELED TO INCLUDE MORE THAN ] BEDROOMS.
SI
ISSUED BT
—�_ V4.0
yI I PA SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (-I PERCOLATION
iI.
•� TFST
\\ •, /, 825 L. Street, Anchorage, Alaska 99501 264-4720
j
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: -*' eU`--�Y1 DATE PERFORMED: I ' L F51- —)
LEGAL DESCRIPTION: Lot- 2 -BI k I H e r; f( e- Firk
SLOPE SITE PLAN
DEPTH
(FEET)
ave yr bvrej e rl
z G V1
G -p
G W WAS GROUND WATER ^ S
ENCOUNTERED? ` 0 L
O
P
E
IF YES, AT WHAT
DEPTH?
FKADITION AVE
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
I
PERCOLATION RATE
TEST RUN BETWEEN
PERFORMEDBY: �ROb rowsF(�I� CERTIFIED
72-008 (6/79)
(minutes/inch)
FT AND FT
Time
APPLI`' fNT FILLS OUT UPPER HA" " ONLY
Property owner
Devcon Enterprises, Inc. Phone
5411 Old Seward Highway
Mailing Address
Zip Code 99509 561-1082
Anebarage, Alaska
Date
Buyer
James C. & A. Joy Bardsley
Inspector
NHN Tradition Avenue
Address
Zip Code
99577
Lending Institution
First National Bank of Anchorage
Phone
5305 Fast Northern Lights Boulevard
Address
-" Zip Code QQr04
Anclhorage, Alaska
276-6300
Realty Co. & AgentPhone
Century 21 Heritage Homes &Investments/Tom &Carolyn Szymanski
L 11 4
207 E. Northern Lights Bourevard"
6- L��c t �
J
AddressAnctiorage,
Zip Code
1333
Legal Description
Lot 2 Block. 1 Heritage Park
Street Location
WIN Tradition Avenue Eagle River, Alaska
Type of Residence
e o
Single Family
❑ Multiple Family
No. of Bedrooms
❑ Other
( ) CONDITIONAL AaPPRO�L'
Water Supply
❑ Individual
ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.
EX Community
For wells drilled prior to that date, give well depth (attach log if available).
❑ Public Utility
BY: —C'0�rj
Sewer Disposal
Individual
Year Individual Installed: 19$3
Public Utility
When Connected to Public Utility:
❑ Holding Tank
.— � 3
Well to Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
Date
Date
Date
Date
Inspector
Inspector
Inspector
Insp'ectorr
MUNICIPALITY OF ANCHORAGE
Field Notes:
DEPT.
6- L��c t �
J
�� ��i /f
�J ���
ENVIROi ;,(_iVT.4L Pk3--C ;ON
RECEIVED
( ) APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL AaPPRO�L'
1 Z Z V
DATE
BY: —C'0�rj
Soils Rating
Date Sewer Installed
Well To Absorption Area
O
G Nil I Vl
Well Log Received
Septic Tank Size �
.— � 3
Well to Tank
72023 (3182)
�9
N. N0006I32°888.021 V
6n
Rec. - N 0006'09" W 887.801
,.;
( See Note I )
00' 210.00 m 129.47' 195.00' 160.00 / 3
')
/ S
o m ti
io ti p Q4-0
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3 � I
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0`b. cn n� 246.7p' E 291.70' Oo Qi
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'JS
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. 050-211-30
1. GENERAL INFORMATION
Complete legal description Heritage Park 131 L2
Location (site address)
10687 Tradition Ave
Current property owner(s) Hagmeier Homes
Mailing address
Real estate agent
2. TYPE OF DWELLING:
F-1 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
Private Well
Private Septic
Water Storage
❑
Community Well
❑
Public Water System
❑
Expiration Date: _j ZZ- -2-023
Day phone
Day phone
TYPE OF WASTEWATER DISPOSAL:
Private Septic
F-71
Holding Tank
❑
Community
❑
Public Sewer
❑
Waiver request for: S� �t'i-, �� n &S M rr c �; ��� cel- �( V\ _G� Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ $880 Waiver Fee $ $360
Date of Payment
Receipt Number
Date of Payment
Receipt Number
COSA # OSC211079 Waiver # OSV211013
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 theMunicipality of Anchorage files and from my investigation and
i
inspection, the on-site water supply and/or wastewater disposal system s (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. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly
recommends buyers hire their own engineer to evaluate this report.
Name of Firm Pannone Engineering Services Phone (907) 745-8200
Address P.O. Box 1807 Palmer, AK 99645
Engineer's Printed Name Steven R. Pannone P.E.
6. DSD SIGNATURE
System #1 Approved for J bedrooms
System #2 Approved for bedrooms
Disapproved
Date
0..TH
s'tevenT P. Pannone
L �, . CE 8149
Conditional approval for bedrooms, with the following stipulations:
P4-
1TY OF'' 6-
'fl,
o 'A ATER AND m
�mr FROG ATER
Original Certificate Date: 3" > t
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
Septic System Advisory
Well Flow Advisory
COSA Checklist blue sheet
X Nitrate Advisory
Arsenic Advisory
Other
6
t511001111T.12014"! � 4 . ; ' to i I . `� [�,
Legal Description: Heritage Park 131 L2
If more than 1 septic system on lot: COSA Checklist # 1 of 1
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.
Comments AWWU water
B. TANK DATA
Age of tank(s) new years
Tank type/material 5l'.HD'E
Measured operating fluid level in septic tank new
X Standpipes/foundation cleanout per record drawing
Date of pumping
D. ABSORPTION FIELD DATA Deep Trench
Which system tested (date installed) f"� 2" L f$�cJ3
❑® ALL standpipes present per record drawing
Total measured depth from grade 11 ft (max)
Measured depth to pipe invert from grade 5 ft (min)
❑ N/A — pressurized field
❑-M Monitor tubes go to bottom of effective. If not, state
depth into effective
FM Code -required soil cover over field
OR System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced 2000 gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
Parcel ID: 050-211-30
Structure served by this system 1
Well production at time of test gpm
Water storage tank volume gallons
Well disinfected for coliform test? ❑ Yes ❑ Nc
❑ Coliform bacteria is Negative
Nitrate mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by
Date of Sample
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date 1/22/21
Results ❑✓ Pass For 3 bedrooms
Fluid depth prior to test 0 in
Water added 450 gal
New depth 0 in
Elapsed time 150 min
Final fluid depth 0 in
Absorption rate '450 gpd
Any rejuvenation treatment (past 12 months) no
If yes, enter date
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'
[J Yes
if No 5.7
Community Sewer Manhole/Cleanout > 100'
Yes
if No
ft
7 Yes
if No fi
Neighboring Tank > 100' ❑ Yes
if No
ft
Private Sewer/Septic Line > 25' ❑ Yes
if No fi
Absorption Field on Lot > 100' ❑ Yes
if No
ft
Holding Tank > 100' ❑ Yes
if No ft
Neighboring Absorption Fields > 100'
Water Main > 10'
Animal Containment > 50' ❑ Yes
if No ft
❑ Yes
if No
ft
Water Service Line > 10'
Yes
if No
ft
Manure/Animal Excreta Storage > 100'
comment below
Community Sewer Main > 75' ❑ Yes
if No
ft
❑ Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
[J Yes
if No 5.7
ft
Surface Water > 100'
Q✓ Yes if No ft
Property Line > 5'✓1
if No
Yes
if No
ft
Wells on Adjacent Lots:
if No
Absorption Field > 5'
0
Yes
if No
ft
Private Wells > 100'
Yes' if No ft
Water Main > 10'
Yes
if No
ft
Community Wells > 200'
Q Yes if No ft
Water Service Line > 10'
Yes
if No
ft
If septic tank is under driveway
comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' ✓Z Yes if No ft If absorption field is under driveway comment below
Property Line > 10'
%Yes
if No;5
ft
Wells on Adjacent Lots:
Water Main > 10'
Q Yes
if No
ft
Private Wells > 100' Yes if No ft
Water Service Line > 10'
F/ Yes
if No
ft
Community Wells > 200' Yes if No ft
Surface Water > 100'
✓Q Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
/ certify that / 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.
COSA Checklist yellow sheet
OF AL "A
:. 4o TH
Steven P. Pannone
8149 ,
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ASBUILT SEt•IARD & ASSOCIATES LAND SURVEYING 694-082
1 HEREBY CERTIFY THAT 1 HAVE SURVEYED THE SCALE-� ,. ,Q"a%�
FOLLOWING DESCRIBED PROPERTY
DATE..
AND THAT NO I+NCROdCHMENTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THEGLH �r �
OWNER TO DETERMINE THE E'XiSTENCE OF ANY GRID � f,••" � f ;�'�: * �
EASEMENT$, COVENANTS, OR RESTRICTIONS-�'i�'Sr �•y �� �,, ,;�,� ��!'
WHICH DO NOT APPEAR ON THE RECORDED SUBDI- Klerk Duan. Seward �
VISION PLAT. UNDER NO CIRCUMSTANCE'S SHOULD FB' ��j
ANY DATA HEREON BE USED FOR CONSTRUCTION #'° ��� %f c;
OF FENCE LINES, OR FOR ESTABLISHING BOUND- FDr?ASIN•
ARY LINES. N. � �,.
0
Parcel I.D. 050-211-30
#GE 8G
Municipality of Anchorage a
On -Site Water and Wastewater Program
(907)343-7904 < ea ctr
Certificate of On -Site Systems Approval
1. GENERAL INFORMATION
��11 1
Expiration Date: (cif
Complete legal description Heritage Park, Block 1, Lot 2
Location (site address) 10687 Tradition Ave.
Current Property owner(s) Robert Gardner & Kathleen O'Docharty Day phone
Mailing address
Real Estate Agent
10687 Tradition Ave. Eagle River, AK 99577
2. TYPE OF DWELLING:.
Fx� Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual
0
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
Fx I
Public Sewer
❑
WaiverNariance request
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 52-62-0
Date of Payment 4�1= 5/15
Receipt Number 0433-7G
COSA# GSC 15 (N ::)G
Waiver Fee $
Date of Payment
Receipt Number
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.
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
6. DSD SIGNATURE
System #1 Approved for 3 bedrooms
0
System #2 Approved for bedrooms
Disapproved
Date 10/23/2014
Conditional approval for bedrooms, with the following stipulations:
Original Certificate Date: J/d 2- /
The M t5olity of Anchorage Development Services Division (DSO) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in uara ra ho 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 engineers work.
ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet
If more than 1 septic system is on the lot:
COSA Checklist # I of I
Structure served by this system 1
Certificate of On -Site Systems Approval Checklist
Legal Description: Heritage Park, Block 1, Lot 2
A. WELL DATA
Parcel ID: 050-211-30
Well type Public If A, B, or C provide PWSID # AWWU Well Log (Y/N)
Date completed Sanitary seal (Y/N) _ Wires properly protected (Y/N)
Total depth ft. Cased to ft. Casing height (above ground) in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft.
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate mg/L
Arsenic ug/L Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 6/30/1983
Tank size 1,000 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (Y/N) N
Date of pumping 6/24/2014 Pumper JR's Pumping
C. ABSORPTION FIELD DATA
Date installed 6/30/1983 Soil rating (g.p.d./ft2 or ftZ/bdrm) 105 SF/BR System type Deep Trench
Length 28 ft. Width 5 ft. Gravel below pipe 6 ft.
33'
Total depth 10 ft. Eff. absorption a ea ftz Monitoring tube Y Depression over field N
Date of adequacy test 7/%/2014 Results (Pass/Fail) Pass For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 457 gal. New depth 2 in.
Elapsed Time: 75 min. Final fluid depth 2 in. Absorption rate >= 450+ g,p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) No 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:
Manhole/Access (Y/N)
in. High water alarm level at
Meets alarm & circuit requirements?
Septic tank/lift station on lot
On adjacent lots
Absorption field on lot
On adjacent lots
Public sewer main
Public sewer manhole/cleanout
Sewer /septic service line
Holding tank
Animal containment areas
Manure/animal excrete storage areas
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+
Water main 10+ Water service line 10+
Wells on adjacent lots 200+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+
Water Service line 10+ Surface water 100+
Curtain drain 50+ Wells on adjacent lots 200+
F. COMMENTS
Absorption field 5+
Surface water 100+
Water main 10+
Driveway, parking/vehicle storage 110+
��11 II I I, )) [� /�
/hl S+rci\�S Iq� ���.-z. fie,,,,.-. `t�•e //�S-l�l�,�.� ��/ CP/i/V��/fl etc.
( 6 w to int,) cT) 4-e S o�y Ls -e /O C e, f Gw % r� $ -,Lc i Gee / �w p
G. ENGINEER'S CERTIFICATION r+. OF A
t certify that t have determined through field inspections and ,W��p.
:Q
review of Municipal records that the above systems are in * . '49 .
conformance with MOA COSA guidelines in effect on this date. . • • • • • • • • . •
's Printed N
Engineerame t�� Pa�Or Seven onnan .
CE -8149
Date 10/23/2014Ql'%' .....•
COSA brown sheet 10-10-12.doc
in.
N
ASBUILT
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P 'r•S`s� ra
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I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE -
FOLLOWING DESCRIBED PROPERTY:
to-_,' i DATE
AND THAT NO ENCROACHMENTS EXIST EXCEPT AS /y
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID-
iASEMENTS, COVENANTS, OR RESTRICTIONS 1-'w-ror
rVHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD F$
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES,"OR FOR ESTABLISHING BOUND- DRAWN:
ARY LINES. d�1
Duane Med Seward d
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