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HomeMy WebLinkAboutGATEWAY TO THE PARK BLK 2 LT 1Gateway to the
Park
Lot 1
Block 2
#067-611-18
Municipality
of Anchorage,
Department of Health and Human Services�,,
Division of Environmental Services
�.ti,
`'
On-Site Services Section 825 "L" Street Room 502 �����L
P.O. Box 196650 Anchorage, AK 99519-6650 Page
www.ci.anchorage.ak.us (907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: 5V400001D6 PID Number: D(o i -. Ion l - /8
of
Name:
Co (i I n # Kat hc
0710,4„s
Wastewater System: ❑ New
0 Upgrade
Address:
3254/o 5 River ed 5 e ever; AK
ABSORPTION FIELD
Phone: 00 mbez of Bedrooms:
3
.,(
0 Deep Trench W Shallow Trench 0 Bed 0 Mound 0 Other.
LEGAL DESCRIPTION
Soil Rating:
Orb GPD/FF
Total Depth from original grade::
5.4 5 Ft.
Block: Lot: Subdivision: nn
2. 1 Ga.-e wa j 415- 6 Par k
Depth
ep to pipe bottom from original grade
tle:
FI'
Gravel depth beneath pipe:
2.7 FI.
7
Township:`�
Range: Section:
Fill added above original grade:
/• Ft.
Gravel Length:
/D4/ Ft.
Well ❑New U ra
• p/
Gravel width: r. FI.
Numbest lines:
/
Distance between lines:
Classification (Private, A, B, C): I(/Total
Depth:
FI
Cased to:
FI
Total absorption area:
7504-,(/Flr
Pipe Material: Pa/0
3 034/
•L
Driller. h S'j t
Y.
Date Drilled:
Static Water Level:
FL
Installer
Na. in ani /ndeAns/.
Date Installed: /D
[O-/-5-D0
Yield: IPump Set al:
GPM FI.
Casing Height Above Ground:
Ft.
TANK
SEPARATION DISTANCES
[yj septic ❑ Holding • S.T.E.P. 0 Other.
To
From
Septic
Tank
Absorption
Field --
Lift
Station- .
Holding
Tank
Public/Private
Sewer Line
Manufacturer: _
Ane-A, /0-4A
Capacity:
/Z.50 Gal.
Well
I
/Do
- (
'Doi-
/DO I t
Material: /
6 ice./
Number of Compartments:
2
Surface Water
/001 r
!00
—
LIFT STATION /
Lot line
ID {'
IDI
-'
--
Size:
Gal.
Manufacturer:
IFoundation *
Di
I
lo k
_..
r+
'Pump on- level al:
Pump off' l eYal
in.
High water alarm at:
n.
Curtain Drain
Pone.
/inotdv)
Pump Make 8
Electrical Inspections performed by:
R 7c- /roid 6i:41/a-tan- Ano.ie-,-ca-f
BENCH MARK
ends ax/ s4rn e,„7/rte /eh Li
Location and Description:
$earn o C sic%Adq many 4ireslio%.
el /.amu and e��oxs/a/w.tJ 012
JAssumed Elevation:
/op Ft.
is/%ak eed/a 4., Sham on TI/ Do-/.
Exira 4-- /e. A, ,, , tr.,- re,,--
����\
40
�� OF ALS
Inspections performed by: NO • s' Dates: 1st /v l3 Du
/ * 49TH /\ * �/
/,�//
- ,
,l i ../
If 2nd 6 3 / l . I{EN•`__ S:-
Department of Health and Human Services approv•
` `, CE- Ts wa
,
Reviewed and approved by: / Gil./ —Q-e Date: 6 -P-7- o a
�S�`A'
(Bcv. IIl99) / / Q
1���
\�Q _....._•" `V' '
Kir
AS -BUILT SYSTEM DETAILS/SITE PLAN
GATEWAY TO THE PARK
\ T
NEW '250
DIV ERTER
S/D, LOT 1, BLOCK. 2
c
T
A
Existing Field
M
CO
Permit SW000105
PID#067-611-18
SCALD 1' = 50'
WELL
ic*
A—C=14.5'
B—C=52.3'
A—D=22.3'
B—D=53.8'
A—E=25.1'
B—E=54.5'
A—F=58.9'
B—F=56.2'
A—G=153.2'
B—G=110.0'
C._98.22,)
4SOLID FROM HOUSE
1
41250 GAL
SEPTIC
TANK
97,69)g
1 II li,
..Q._36.2t
FINISHED GRADE
C95.59)\
FILTER FANaGNN
93.99)
411CaNk‘
.............
Jr V
*-C49TH AN ‘V *7,
?METH M. D
CE -7116
• s
........ -
tftwEsst00'
NC91.35.)
SEWER ROCK
C91.36>
C88.6X
104'
PREPARED FOR:
CDLLIN MATHEWS
32540 EAGLE RIVER RD,
EAGLR RIVER, AK 99577
(907) 694-3776
SCALD NTS
(-81.11-)
FIELD BOOKS
GOMPUlED:
BOUNDARY' R.JOHNSON
DRAWN: VBG
STAXIM R.JOHNSON
CHECK KMD
Ant R.JOHNSON
DAM 6 /21/00
ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
DWG. RLE
c'm 8E1005
ACAD FILE' 99095.DWG
99095
(907)696-6111/FAX (907)696-6111
•
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SW000105
Legal Description: GATEWAY TO THE PARK BLK 2 LT 1
Design Engineer: 0070 KND Engineering
Owner Name: KND Engineering
Owner Address: 20441 Ptarmigan Blvd.
Eagle River , AK 99577-2083
This permit is for the construction of:
Disposal Field ✓ Septic Tank I Holding Tank
Ch,o fiaTh-,
(I 3l ao @
Coli3/bo83phr
Date Issued: Jun 02, 2000
Expiration Date: Jun 02, 2001
Parcel ID: 067-611-18
Site Address: 032540 EAGLE RIVER RD
Lot Size: 43560 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
Privy
Private Well
Water Storage
All construction must 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 (24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: Date: — Credo
Issued By: Cessat-
Date: — 2 -0
KND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
May 25, 2000
Municipality of Anchorage
Dept. of Health & Human Services
On -Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Sewer Upgrade — Gateway to the Park Block 2, Lot 1
Gentlemen:
On May 16, 2000 DHHS issued a permit (SW000105) to upgrade the referenced
property's septic tank. Subsequently, the system has been determined to be in failure
and the owner has now requested that we proceed forward to modify the previous
issued septic permit to upgrade the disposal field on the subject lot. On May 17, 2000
we dug one testhole for the proposed system. The results of the test are attached.
The general slope of this lot is from east to west at a grade of approximately 10 - 15%.
We have designed our system utilizing the testhole we excavated for the existing 3 -
bedroom house. The lot is served by an individual well. We propose to install a 5'
wide shallow trench. Water was not encountered during the excavation or
monitoring.
There are no public or private wells within 200' of our proposed system location
except as noted. There is no surface water within 100' of the proposed system and
there are no known curtain drains within 50'. We do not expect there to be any
adverse effect on adjacent lots by the development of this system. If you have any
questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
SND Engineering
Kenneth M. Duffus, P.E.
attachments:
On -Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN
GATEWAY TO THE PARK S/D, LOT 1, BLOCK 2
KND
VACANT
NO PUBLIC YELLS VITHIN 200' OF
PROPOSED SYSTEM.
NO PRIVATE YELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED.
NO SEPTIC SYSTEMS WITHIN 200' OF
PROPOSED WELL EXCEPT AS NOTED.
DESIGN DETAILS
4 BDRM X 150 GPD = 600 GPD
600 GPD/.8 GPD PER SQ, FT. (4.9 MIN/IN.)= 750 SQ. FT
(750/5'(W)) X 0.64(RF) (2.5 GRAVEL) = 96 FT. TRENCH
USE 1 TRENCH — 96 (L) X 5' (W) X 2.5'(B)
Total depth of system Is 5.5' from original grade.
Total depth of' gravel below distribution pipe Is 2.5'.
NOTES:
1. CONNECT TO EXISTING DIVERTER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM
IF LESS THAN 2' OF COVER.
3. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED.
PREPARED FOR:
COLLIN & KATHY MATHEWS
32540 EAGLE RIVER ROAD
EAGLE RIVER, AK 99577
Scale: 1'= 100'
PAGE 1 OF 2
FIELD BOOKS
COMPUTED:
BONNDAWn R. JOHNSO
NDRANN' KMD
STAKING R. JOHNSON CHECKED: KMD
ASBUILD R. JOHNSO
DWG. FILE
N DAIS/i/nn rnv 5/24/1)
GRID: SE1005
ACRD FILE: 00001
.JOB No.: 00001
END J D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
WASTEWATER DISP❑SAL SYSTEM DETAILS
GATEWAY TO THE PARK S/D, LOT 1, BLOCK 2
250 S.
ERTER—I
CO
Proposed Field
ssI0" ' S
PREPARED FOR:
CDLLIN & KATHY MATHEWS
32540 EAGLE RIVER ROAD
EAGLE RIVER, AK 99577
Scale: 1"= 20'
PAGE 2 OF 2
FIELD BOOKS
cOMPUim:
BOUNDARY: R. JOHNSON DRAWN: KMD
STARING: R.JOHNSON
aBa m: KMD
AssmiT: R. JOHNSO
N °AEE 5/1/00
Jr ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-6736
DWG. FILE
GRID: SE1005
ACRD FIRE 00001
'DB No.: 00001
(907)696-6111/FAX (907)696-8111
ICND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
Performed for: Collin Mathews
Project:
Depth
(Feet)
a:'t of 4Zgsyee
®���e•'••e...e. 'y'
SOS : •°e'•, � +0i
®*^ , Tea %*
%°.°° •e..•e.•.ev aeon -'-.•.
9 �, f•„fi
2 e�.,. a �q.
Q mqL Kennein M. Duf;V �� fFJ�
4 cP•° CE 7116 ft,
»;;ROF Snetinttl
nlianalgir
Date Performed: 5/17/00
Gateway to the Park B2, L1
ORG - black rootmat
GM—fill w/ gravel
ORG—black rootmat
GM - loose w/cobbles to 8"
very moist - wet @ 8 - 8.5'
16 -
HOLE PRESOAKED
17- PRIOR TO TEST
18-
19-
20 -
TEST HOLE # 00-1
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? NO
Depth to water after monitoring? NO
What depth? NA
Date? 5/25/00
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
5/18/00
1:00
-
9"
-
2
1:10
10 min
6 6/16"
2 10/16"
3
1:11
-
6 6/16"
-
4
P21
10 min
3 15/16"
27/16"
5
*
1:22
-
9"
-
6
1:32
10 min
613/16"
23/16"
7
1:33
-
613/16"
-
8
1:43
10 min
412/16"
21/16"
9
*
1:44
-
9"
-
10
1:54
10 min
615/16"
21/16"
11
1:55
-
6 15/16"
-
12
2:05
10 min
414/16"
21/16"
*
Water
Added
Percolation Rate 4.85 (min/in) Perc Hole Diameter
Test Run Between 3 feet and 4 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
• i -� MUNICIPALITY OF ANCHORAGE
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
NAME
iNkillGetsr *9E5
PHONE
3413-6SLr
XNEW
❑ UPGRADE
MAILING ADDRESS �C .,i� A � 1 R/�„ 9,51C
T C ir��! S/
LEGAL DESCRIPTION
w; / &46e Z #fl V 4/ T K sea- 7-i3 g, —f -E6 ,
LOCATION
el/04F /rte gb.
NO. OF BEDROOMS
3
Uy.
DISTANCE TO:
Well/
/
Absorption area 6,
Dwelling USED
•1T�!`7`n.
PERMIT NO.f can
SLIJ
w2Q
Manufacturer LEZ
`-/
Material��CL
G�-
No. of compartments
NI-
Liq. capacity in gallons
den,
IF HOMEMADE:
Inside length
Width
Liquid depth
Z
DISTANCE TO:
Well
Dwelling
PERMIT NO.
O _ Q
Manufacturer
Material
Liquid capacity in gallons
TILE
DRAINFIELD
TRENCH
DISTANCE TO:
Wello/
//7 /-
Fou dauo
Nearest lot line /
3Z
PERMIT NO.
SIS 39 /
No. of lines/
Length of eaccje/
Total lengthyf�irf�s
J�
Trench width i
S iwekes
Distance between lineA
s
Top of tile to finish grade /
Material beneath tile /
inches
Total effective arptio arnea
I�
ui
Length
Width
Depth
PERMIT NO.
H
a
L.1.1
Type of crib
Crib diameter
Crib depth
Total effective absorption area
w
w -
DISTANCE TO:
Well
Building foundation
Nearest lot line
J
Class?boir
Depth
Driller
Distance to lot line
PERMIT NO.
Lu
DISTANCE TO:
Building foundation
Sewer line
Septic tank /O 1 1
Y'
Absorption areals) /i /
�/7
OTHER
PIPE MATERIALS
eAl /fel
SOIL TEST RATING
/3: BPM
f
INSTALLER /ONS j (� O4 /
l 3) 9/j 11 Os
,.
REMARKS
///S d 61 TI1i1 k
ilk
i
N r
%Slit
�`
C�
ti
ai aEil 6102/4,5 / J m✓i / au72 1716/1(
�X
`l
.
,els A. 1'11E11
_
rit
lar
-71
I
APPROVED DATE LEGAL ,-'.
,j/./ RAF sEt 9
- i ,... _ / L. . Imo/ /,_ .�.•• r✓M a di l'
. . _.-- . /SF
n6 j"Eing
bN
DOC Co. dba
TMUISIR TIElIL23
P.O. BOX 670272, CHUGIAK, ALASKA 99567 o TELEPHONE 688.2759
OWNER OF LAND
ADDRESS
LEGAL DESCRIPTION
DATE - Started
PERMIT NUMBER
Ended
DEPTH OF WELL
STATIC LEVEL OF WATER FT.
DRAWDOWN FT.
GALS. PER HR
KIND OF CASING
KIND OF FORMATION:
From Ft. to
Ft.
From . Ft. to Ft.
From Ft. to
Ft.
From. Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft.
Ci
From Ft. to
Ft.
From / Ft
R�
o
From Ft. to
Ft.
_ 111
F�Ng4gjcCFAt/.
b
From_ Ft. to
Ft.
From F to T q0<.
From Ft. to
Ft.
From Ft. `fc �j��F091,
From Ft. to
Ft.
FromX77 Ft.
From Ft. to
Ft.
From Ft. to�_aFt.
From Ft. to
Ft.
From Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft. _
From Ft. to
Ft.
From Ft. to Ft.
From Ft. to
Ft.
From Ft. to Ft
MISCL. INFORMATION:
DRILLER'S NAME
10.
P.113 VA I C I F° Y CSF d k !ADP):AEE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
szn L STREET, ANCHORAGE, AK 99501
264-470
19—E I TE BEL.JEFF f L. -J L_ L_ PERI-' I T
850791
Z: )U0+ o��+35
i i ;
_ILANi: WOODCREST HOMES
9260 ROY ST. #A
ANCHORAGE, AK 99515
,_ IN - -._ PHONE:
DESCFiIF': SUBDIVISION: GATEWAY TO THE PARK LOT: 1
SECTION: 9 TOWNSHIP: 13N RANGE: ti
4.=560 (SO.FT. OR ACRES)
.*11S MS:
BLOCK: 2
_i_t_-d below are the options available to you in designing your septic
system. Choose the option that best fits your site.
DEPTH TO PIPE BOTTOM (FT.)
GRAVEL DEPTH (FT.)
_l; SAL DEPTH (FT.
GRAVEL WIDTH (FT.)
RAVEL. LENGTH (FT.)
GRAVEL VOLUME (CU. `r'DS. )
TANK 'SIZE (GALS)
..__ RH1 1N 8., 0. F T.
W - 1 F2F4IN
7.0
1.0
8.0
5.0
7 ..
1,(,0C.0 **
178
TANK MUST HAVE AT LEAST TWO COMPARTMENTS
certify that:
1. I am familiar- with the requirements for on-site sewers and wells as set
forth by the Municipality of Anchorage (MOA) and the State of Alaska.
I will install the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria of this permit.
I will adhere to all MOA and State of Alaska requirements for the set back
distances from any existing well, wastewater. disposal system or public
_._werage system on this or any adjacent or nearby lot.
I understand that this permit is valid for a maximum of t bedrooms ano
any enlaroement will require an additional permit.
IFiALIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES,
.HEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS
-! LL. NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (.7) THE
:_-E'CTRICAL WORE. MUST BE DONE BY A LICENSED ELECTRICIAN.
SIGNED
rl?'f L1_r'ANT: WOODCREST HOMES
-1ULU
L) E) f
DATE:
DATE: r_ r_r-
PERFORMED FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
LSTEI/C P/ U/A DATE PERFORMED: -7 -a
LEGAL DESCRIPTION: L-0 / / bitlek Z- �'��(f✓�7'
YT
1 -0
2-
3-
4 -�
5-
N
1
w
1
1
1
1
0 19
6:i 7 ll OL ZED ot6/hi t5 5/LT F1/X
7 774•017-
401i
8 -
8-
9 -0
10 -
11
10-
11 -
12
13-
14-
15
16-
1
M
w
r
1
1
N
erg
sa:—/- 5/6 -DV- 4 M l -
M
11C/$7 •
r
17
EA/1)
18 - -re i
19-
20 -
✓ekY
7/r 71-Ae
SLOPE
(10
WAS GROUND WATER S
ENCOUNTERED? L
0
P
E
IF YES, AT WHAT
--15EPTH?
.i
7.-//1/4) t/& See-?
SITE PLAN
s7A/[e
_
Itz
gEN)Rk ?ROW
E/1 -440-
,,_
A 40- ,�L,✓ef
L
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
't 16,0
G -
/G/G3.O
(cZ-r / Z-6
/o .-s��
z, o
/ • G
/61-e3.O
/C 3C
�_s�
r�>
0
UL
/GC
/6 521
j
/6 SQ
3.0
3
PERCOLATION RATE
/7
/7/0
SJ�S Iminutenink
t \ TESTI RUN BETWEEN
5CO•�
COMMENTS /L_5 1C Ate) / /.3�' 75/sek
PERFORMED BY: Arab V'ffrW
CERTIFIED BY.
FT AND
g.S
FT
DATE: /"2/! J —
MUNICIPALITY OF ANCHORAGE
®f
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Parcel I.D. 067-611-18
Certificate of On -Site Systems Approval
Expiration Date: 11/2/23
Legal description GATEWAY TOTHE PARK BLK 2 LT 1
Site address 32540 EAGLE RIVER RD
Current property owner(s) HERCZEG BRYAN A &STINNETT-HERCZEG TERRI L
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: 8/2/23
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 x Arsenic Advisory
Other
COSA Approval—June 2022
MUHM A UTA OF ANCHORAGE
'r
Development Services Department Y�
9- -04
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 067-611-18
Complete legal description GATEWAY TO THE PARK BLOCK 2 LOT 1
Location (site address) 32540 EAGLE RIVER ROAD EAGLE RIVER AK 99577
Current property owner(s) BRYAN & TERRI HERCZEG Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 23 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ® Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
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 $_ 5-5-0
Date of Payment T t a -L
COSA # 0.5 G 2-7j 12y
Waiver Fee $
Date of Payment
Waiver #
COSA Application.doc
COSA Checklist.docx
COSA Checklist
Legal Description: GATEWAY TO THE PARK BLOCK 2 LOT 1 Parcel ID: 067-611-18
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 1985 Total depth 120.2 ft
Cased to 40+ ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 36 in.
Date of flow test for COSA 7/7/23
Static water level at beginning of test 15 ft.
Well production at time of test 4+ gpm
Water storage tank volume NA gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 0.409 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Date 7/7/23
Comments __________________________________________________________________________________
B. TANK DATA
Measured operating fluid level in septic tank 49”
Date of pumping 7/6/23
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) 1985
ALL standpipes present per record drawing.
Total measured depth from grade 10.2 ft (max)
Measured depth to pipe invert from grade 3.7ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes (MT) go to bottom of effective. (ED)
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) N
If yes, enter date
Adequacy test date 7/7/23
Results Pass
Fluid depth prior to test 0 in
Water added 450 gal
New fluid depth 4 in
Elapsed time 1440 min
Final fluid depth 0 in
Absorption rate 450 gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings) 12 in (MOA 1’ ED)
Effective depth used 0 in
Effective depth (ED) remaining 12 in
Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots, MOA
data and appears that the 1985 trench is deep. Owner switched diverter to 1985 field in 4/2023. The 2000 field was dry &
tested on 6/1/2022.
COSA Checklist.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 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.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer’s Printed Name CURTIS HUFFMAN, PE Date 7/14/23
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 &
7/14/23
www.muni.org/onsite
Septic Tank Advisory
Certificate of On -Site Systems Approval # OSC231241
Subdivision: Gateway To The Park Block:2, Lot: 1
The septic tank for this property is 23 years old. The average life of an asphalt
coated steel septic tank is 20 years. Typical replacement costs are $10,000 or more,
not including engineering, surveying or MOA permitting fees.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
This is an example of what the metal of a 30 year old steel tank MAY look like.
;Mailing Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org
MUNICIPALITY OF ANCHORAGE
Development Services Department's Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel -I. -D. 067-611-18 - Expiration -Date: (� Z © Z Z --
1. GENERAL INFORMATION
Complete legal description GATEWAY TOTHE PARK BLK 2 LT 1
Location (site address) 32540 EAGLE RIVER RD
Current property owner(s) HERCZEG BRYAN & STINNETT-HERCZEG TERRI Day phone
Mailing address 32540 EAGLE RIVER RD
Real estate agent Day phone
2. TYPE OF DWELLING:
0 Single Family ( o DU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
3
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
[]
Private Septic
R
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 55 0 Waiver Fee $
Date of Payment (�" 13 --Z2. Date of Payment
Receipt Number (9-5:_2 13 Receipt Number
COSA # 03 c a 21 a 7 y 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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm Eklutna Engineering, LLC
Address 1-9162-Mountain-Rd-Chugiak-AK-995
Engineer's Printed Name Curtis Townsend, PE
6. DSD SIGNATURE
System #1 Approved for_ bedrooms
System #2 Approved for
Disapproved
Conditional approval for
bedrooms
Phone 907.406.1058
Date Z 2 Z -
r
........ q ,. �
•moi
x'.49 R �
..s• . .,..........• J ENGV JVLL�R'S
tags �T na
r pate L ! s UZ ct ¢
.No. CE 11 v
e ��\ipROFESS1flta"�'-+ �.
bedrooms, with the following stipulations:
By: _ �- Original Certificate Date:
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 engineers work.
7. ATTACHMENTS:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
COSA Checklist blue sheet
Nitrate Advisory
Arsenic Advisory
--
Other op_4a4ltt 0�� � S i 011
d
Legal Description: GATEWAY TO THE PARK BLK 2 LT 1
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1985
Total depth .1.27 ft
Cased to 40+ ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) > 24 in.
Date of flow test for COSA 6/1/2022
Static water level at beginning of test 15 ft
Comments
B. TANK DATA
Age of tank(s) 22 years
Tank type/material septic Steel
Measured operating fluid level in septic tank 5
❑ Standpipes/foundation cleanout per record drawing
Date of pumping 6/2/2022
D. ABSORPTION FIELD DATA
Which system tested (date installed) 2000
On ALL standpipes present per record drawing
Total measured depth from grade 7.4 ft (max)
Measured depth to pipe invert from grade 5.1 ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective 2.3
Parcel ID: 06761118000
Structure served by this system
Well production at time of test 4.7 gpm
Water storage tank volume 0 gallons
Well disinfected for coliform test? ❑ Yes ❑ No
❑ Coliform bacteria is Negative
Nitrate 0.311 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by Curtis Townsend
Date of Sample
C. LIFT STATION
❑ Required maintenance c
Age of lift stationy
Lift station materia
Adequacy test date 6/112022
Results [D Pass For 3 bedrooms
Fluid depth prior to test 0 in
Water added 490 gal
New depth 0 in
Elapsed time 105 min
NO Code -required soil cover over field
Final fluid depth 0 in
❑ System presoaked Absorption rate '400 gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) no
date of test) If yes, enter date
Gallons introduced gallons -----
Comments/Deficiencies: 1985 field had 0" of water in monitor tube, only tested 2000 field for adequacy
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Q
Septic Tank/Lift Station on Lot > 100'
if No
ft
Community Sewer Manhole/Cleanout > 100'
Q Yes
if No
ft
M Yes
if No ft
Neighboring Tank > 100' Q Yes
if No
ft
Private Sewer/Septic Line > 25'M Yes
if No ft
Absorption Field on Lot > 100' ❑✓ Yes
if No
ft
Holding Tank > 100' Q Yes
if No ft
Neighboring Absorption Fields > 100'
ft
If septic tank is under driveway comment below
Animal Containment > 50' Q Yes
if No ft
�✓ Yes
if No
ft
ft
F. ENGINEER'S COMMENTS
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75'[j✓ Yes
if No
ft
Q Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'0 Yes if No ft Surface Water > 100' [✓ Yes if No ft
Property Line > 5'
Q
Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
Q
Yes
if No
ft
Private Wells > 100' �✓` Yes if No ft
Water Main > 10'
Q
Yes
if No
ft
Community Wells > 200' Q Yes if No ft
Water Service Line > 10'
M✓
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'
Q
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
Q
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
Q
Yes
if No
ft
Private Wells > 100' 0 Yes if No ft
Water Service Line > 10'
Q
Yes
if No
ft
Community Wells > 200' El Yes if No ft
Surface Water > 100'
Q
Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
l 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,-.�'►:', ENGINEER°S
FRICOSA Checklist yellow sheet ��y Z�
www.muni.org/onsite
Septic Tank Advisory
Certificate of On -Site Systems Approval #OSC 221274
Subdivision: Gateway to the Park Block 2 lot 1
Starting at 20 years of age the MOA issues Advisory's for steel septic tanks The septic tank for
this COSA / property is 22 years old. A leaking septic tank may be a source of contamination to
the aquifer. Typical replacement costs range from $10,000 to $15,000
This advisory must be attached to all copies of the subject Certificate of On -Site Systems
Approval.
This is an example of a 16 -year-old septic tank in failure and should be replaced.
Mailing Address P D Box 196650 *Anchorage, Alaska 99519 6650 *www muni org
Parcel I.D.
1.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
MR' loll N COSA #
Na 0151
Expiration Date: 8 ' SS — 8 G
GENERAL INFORMATION
Complete legal description -4//. d/., -/c."2. 4.r/etvwy /a the 6diY.'siion
Location (site address) 3.9 syn d-', /c give/. Road, e-„q/e ,9.'ve-, „'.e
Current Property owner(s) f 9thy hails
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
3
Day phone 6707)19/7-377
�,Tyo st-9q%.giver /ed., .F.v1/e �ve.A[ 99.577
Day phone
Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
❑ Individual Holding Tank 0
❑ Community On-site 0
❑ Public Sewer 0
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage Is not responsible for errors or omissions in the professional engineer's work.
4. 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. 1 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 atthetime of installation.
Name of Firm Deal/n:1 7 gen /e7 Phone 607»116 "nn
',tee G E..l'orMh 5f,4 e -c/e.
Engineer's Printed Name Daai9 /,9e p f/ n Ie ,. Date 1� ak��
pkv° ?,'t{•
0.••
Address
5. DSD SIGNATURE
f/ Approved for 3 bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
.•••0
1
T. ICENLEY
CE 8175
4••t.
WATER AND : fi _
WFRO� AtMR • gt
•••. _ •• Q\\\\
JJO.A
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
. Other
BYO ,,c2 RA / P'VI,
(Rev. Hq5)
Original Certificate Date: . - 8 ' 0 4
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: /O z`/ Siete:, de leaw9 tc Parcel ID: (.2C7- 6 1/ - /8
A. WELL DATA
Well type /7.1/2/49z.
Date completed M'S.
Total depth /P ft.
If A, B, or C provide PWSID #
Sanitary seal (Y/N) y
Cased to //O>' ft.
FROM WELL LOG
Date of test 745
Static water level o ft.
Well production /o g.p.m.
Well Log (Y/N) v
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
<dig/o6
a 9• / ft.
y 5- g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mL Nitrate e; 72 mg/L Other bacteria 0 colonies/100 mL
Arsenic: 5 iigR Date of sample: 9k/o6 Collected by: Fred /44,)/e//
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Sep / c/S7ee / Date installed G//3/o0
Tank size /pie gal. Number of Compartments -& Cleanouts (YIN) Y
Foundation cleanout (Y/N) y Depression over tank (Y/N) N High water alarm (YIN) N/A
Date of pumping /olfS'/o5 Pumper ,IPPanip ers
C. ABSORPTION FIELD DATA nein old
7/f/s5 o.8/30
Date installed ox/ s/ec Soil rating (g.p.d./ft2 or ft2/bdrm) System type a»/e 1; -enc It
Length fliioy ft. Width o%' ft. Gravel below pipe /f-7 ft.
a, el
Total depth _9 ft. Eff. absorption area 7s00ft2 Monitoring tube / Depression over field 4--
Date
YDate of adequacy test dS3JO6 Results (Pass/Fail) ,Ass For '9 bedrooms
9 -fly c
Fluid depth in absorption field before test o in. Water added 7T7 gal.
Elapsed Time: 30 min. Final fluid depth o in.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) /1'c
9 -
New depth o in.
Absorption rate >= 6 DO g.p.d.
If yes, give date
D. LIFT STATION
Date installed Size in gallons _ Manhole/Access (Y/N)
'Pump on' level at _ in. 'Pump off' level - a =r alarm level at
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot /0-9
Absorption field on lot ii91'7,/y7 rt
Public sewer main 4//4'
On adjacent lots /oo t f r
On adjacent lots /0 o f Pr
in.
Public sewer manhole/cleanout 4/lf/
Sewer /septic service line over fr Holding tank /V/iI
Animal containment areas ro t t Manure/animal excrete storage areas /00 t/'t
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation // /rr Property line .V.9." tit Absorption field /o t it/3i- f /t
Water main 4//67 Water service line C2 Ct /r Surface water /o0 t �/
Wells on adjacent lots 'nor, fit
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line /0 t /t Building foundation ail q6 fit Water main
Water Service line aSt /t
eone Knoevn
Curtain drain re r r%sf
r719
Surface water /o0 f /f Driveway, parking/vehicle storage -79%77/6 � tet
Wells on adjacent lots /0o r /t
F. COMMENTS
?gcrec p .tlr. d .>; ✓srst .t !dr -s c4OC,%
G. ENGINEER'S CERTIFICATION
I 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 Oou o /' s 7`. /7' -en 417
Date Hsi— 7i Zoete
-r�NrAttt
49M ;
COSA Fee $ 4130 — Waiver Fee $
Date of Payment 373/ ijy
Receipt Number //ei S3
(Rev. 11/05)
Date of Payment
Receipt Number
Pa. .Vets.el 4 UpciarY�-d
If. 3—�'� f'Cr--h
.. V:-At,ti'6
*•`•
•s,..0 ;• F,,.2; ..�,•).
it 4
.»i S.M Ma r...... Y t.,
-' ti4X;t C. eurr.on.
•
4ji
AS -BUILT
1 hereby certify that I have surveyed the following described
property• Loi- /, rfec j! ?&, r/•
raeyTn : ; ... r., -4c .rflin.l tit~
!.s<416ti?, T13f;J, RfF_,S •
Anchorage Recording Precinct; Alaska, and that the improve-
ments situated thereon are within the property lines and do not
overlap or encroach on the property lying adjacent thereto, that
no improvements on property lying adjacent thereto encroach
un the premises in question and that there are no roadways,
transmission lines or other visible easements on said property
except as indicated hereon.
Dated at Eagle River, Alaska .- this le t` day ofNS U1G1 1 19 S7
ROBERT C. JOHNSON 1'<
Registered Land Surveyor No. 8A0 -LS
Box 77-0456, Eagle River, Alaska 99577..•
Phone (907) 694-2543
SCALE:
1„ aro'
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
HAA #1<<
Parcel I D # - \s
1. GENERAL INFORMATION
Complete legal description
0 / 11.- £ d../e )" 7—W
Location (site address or directions) L L �iJE� �G 4' 6-47‘6&--
-"" Z.
.46c��LAS�Cr%96-7/
Property owner -77g-1./.1.-)-- zz-167 '- ()O Day phone L- 96 —cJ
Mailing address 'L• vE'y 77.LrE3
Lending agency Day phone
Mailing address
Agent Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: '
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
7911/5 Mai 1 /011 F.nnt une »i
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 of this Health Authority Approval application 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.
Name of Firm Z7e',/��-5T'�E''i/
Address '9
Phone
(9c 7) 756 - io 7,1
Engineer's signature Date 11. b .19
6. DHHS, SIGNATURE
Approved for `J bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
By.
Date I
/)
CAUTION
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 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.
72-025 (Rev. 1/91) Beck MOA 1021
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES E C E � V E p
Environmental Services Division
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744_
8 1998
Munic,pality of Anchorage
Dept. Health & Human Services
Health Authority Approval Checklist
Legal Description:
A. WELL DATA
Welt type If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) v Date completed
Total depth / -z Cased to Casing height (above ground) A
Sanitary seal (Y/N) Y Wires properly protected (Y/N) >'
FROM WELL LOG AT INSPECTION
Date of test ✓ �� v ��a �`' �y�,
Static water level c 3c A--71-
Well production G g p m G���� '� °" 6 g.p.m.
WATER SAMPLE RESULTS:
Coliform 't" Nitrate D. -/4 6 Other bacteria 6-
T
Parcel I.D.:
Date of sample: ^/4
- 9Yd
Collected by: ,c-r•i7 '" _Fy
B. SEPTIC/HOLDING TANK DATA
Date installed 'E'' tank size /4cO Number of Compartments Cleanouts (Y/N) i
Foundation cleanout (Y/N) V Depression (Y/N) High water alarm (Y/N) "'l-4
Date of Pumping s/' X198 Pumper ,/ms's/
C. ABSORPTION FIELD DATA
Date installed �' ' '�, '' Soil rating (g.p.dJft2 or ft2/bdrm) '3' System type
Length 73 / Width Gravel thickness below pipe '- Total depth 6«
Effective absorption area y' off Monitoring Tube present (Y/N) % Depression over field (Y/N)
Date of adequacy test Ai(' : ' 99-c Results (Pass/Fail)' 5 For 3
bedrooms
72c
Fluid depth in absorption field before test (in.); >- Immediately after gal. water added (in.): 74'
Fluid depth (ins) Minutes later. ' Absorption rate = 7--J 5'sc g.p.d.
Peroxide treatment (past 12 months) (Y/N) If yes, give date Ria
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed Size in gallons
Manhole/Access (Y/N) "Pump on" levet, at* "' • o ' level at*
q
High water alarm level at* *Datum
Cycles Tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot ./a6 F7 On adjacent lots ' ' `..e;f
Absorption field on lot 7, 9 ,-t
Public sewer main JlH
Sewer /septic service line
On adjacent Tots
c o v`.r7/
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation 2.'14 • Property line
Absorption field
6 F�
Water main/service line -&f."‘•`-'4/ Surface water/drainage /co.'Wells on adjacent Tots /00 V/
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line .2-4,67-74 Building foundation - ' " Water main/service line
Surface water / eve'" % Driveway, parking/vehicle storage area ,20 -r•
Curtain drain Al,,' -'E
F. ENGINEER'S CERTIFICATION
Exist
Wells on adjacent lots
L 0'
I certify that I have determined thru field inspections and review of Municipal recor bOt tI abb a Ors are
in conformanctwith MOA H4A guidAl'nes in effect on this date. _ p "•; . rt
Signature (C Il : ti: ,
Engineer's Name
Date 16.16
HAA Fee $
isnJLL�/
Date of Payment j/ 1 I l g
Waiver Fee $
L -7 Date of Payment
'
Receipt Number "7 3 S -2-C l t 72-) Receipt Number
72-026 (Rev. 3/96)*
Parcel I D #
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
HAA # 1;1-� V,9L✓QG
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include lot, block, subdivision, section, township, range)
LOT 1; Block 2; Gateway to the Panlz= S(1bd Aiil�ion
Location (address or directions)
2450 Eagle. Riven Road
(b) Property owner Michael. Fneeman
Mailing Address
(c) Lending Institution
Mailing Address
Telephone : (homefi94-6482 Business
2450 EaLe Raven Road, Eagte Riven, AK. 99577
City Mca,tonge
Telephone 563-0700
405 West 36th Avenue Suite 100, Anchonage, AK. 99503
(d) Real Estate Company and Agent Tang et Realty ATTR R41.cb Bhown
Address P.O.Box 774627 Eagle Riven, AK. 99577-4627
Telephone G94 93kk
(e) Mail the HAA to the following address: (or check here if hold for pick up.)
List contact person and day phone number below:
S & S ENGINEERING
17034 Eagle River Loop Read Nei, 204
Eagle River, Alaska 99577
2. TYPE OF RESIDENCE
Single -Family Tx Number of bedrooms 3
3. WATER SUPPLY
Individual Well Z(
Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
4. SEWAGE DISPOSAL
On-site V( Public ❑ Community ❑ Holding Tank 0
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legailty and status.
72-025 (Rev. 7/881
Page 1 of 2
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aMUNICIPALITY OF ANCHORAGE (MOA)
Alealth Authority Approval (HAA)
1>tHECKLIST - FEBRUARY 1984
" 343-4744
Legal Description- /4_; £ kAt/AAA-Li
the n -Lr 5.
A. WELL DATA
If A, B, C, D.E.C. Approved (YIN) /P
Well Classification 5
Well Log Present (Y/N) _ Date Completed
'118 5-
/J/P9-
Static
/Jll9-Static Water Level 3-2 Pump Set At Al Or
Casing Height Above Ground -3 •/ Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N) I Depression Around Wellhead (Y/N)
Total Depth /ab.1 t' Cased to /20. Depth of Grouting
Yield y P ✓"^
t J,)I,1
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot
I 0 to
r
To Nearest Edge of Absorption Field on Lot / (c(
To Nearest Public Sewer Line
A01
To Nearest Sewer Service Line on Lot
; On Adjoining Lots /00
; On Adjoining Lots
i
00
To Nearest Public Sewer Cleanout/Manhole
Water Sample Collected by -' ¶F��� e(-� ; Date � vl S
�
Water Sample Test Results + 1 r .S L Ac f o/ 1 �r4�.1 PX v4 N1 tt2W-I e s
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed `f SST -Size /000v1/ No. of Compartments
Standpipes (Y/N) 1 Air -tight Caps (Y/N)
Foundation Cleanout (Y/N)
Depression over Tank (Y/N) N Date Last Pumped -3 f i i -l1 gY
Pumping/Maintenance Contact on File (Y/N) N/vt ; for
Holding Tank High -Water Alarm (Y/N) N70 Temporary Holding Tank Permit (Y/N) N/ifi
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water -Supply Well
To Property Line
To Water Main/Service Line
/0(9'
3r
To Building Foundation
N/4
/ 1(
To Disposal Field
To Stream, Pond, Lake or Major Drainage Course
Comments
N/lr
L
kJ &NV. 5 .
72-026 (Rev. 7/88) Front
Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata • r Type of System Design 1 L2-PifN 1 I (-(Ci
Date Installed /( z/gam Length of Field '7-3
Width of Field S Depth of Field e
i
rr Gravel Bed Thickness /
,
Square Feet of Absortion Area `�7 1q Statndpipes Present (Y/N)
Depression over Field (Y/N){ Date of Last AdequacyIt Test / , �L4 6
Results of Last Adequacy Test ,` ATI 5 flrr:�I Qry C,<C'o0,1-)
SEPARATION DISTANCE FROM ABSORPTION FIELD: 1
To Water -Supply Well / / `7To Property Line 3 Z
I
To Building Foundation 2 D To Existing or Abandoned System on
Lot /J /Or ; On Adjoining Lots / 0C i t
To Water Main/Service Line W/R To Cutback (if present) i1l/{�t
To Stream, Pond, Lake, or Major Drainage Course N/inr r
To Driveway, Parking Area, or Vehicle Storage Area ,,2E-
Comments
D. LIFT STATION
Date Installed Dimensions
Size in Gallons ` Manhole/Access (Y/N)
"Pump On" Level at "Pump Off" Level at
High Water Alarm Level at Vent (Y/N)
Tested for Pumping Cycles during Adequacy Test.
Meets MOA Electrical Codes (Y/N)
Comments
**Check Permitted Bedroom Rating Against HAA Request**
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this
inspection.
Signed S & S ENGINEERING
Company 17034 Eagle River Loop Road No. 204
Eagle River, Apkis 3777Date /
MOA No C r
Receipt No. c/3/ (7� y3
Date of Payment 4
Amount $
72-026 (Rev_ 7/88) Beck
Receipt No
Waiver Fee. $
-S
c3.
e
�y 1
s Seal
Date of Payment
Page 2 of 2
MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
1. General Information
Application Date 9-j 'sr5
(a) Legal Description (include lot, block, subdivision, section, township, range)
L07-1 BLOCK L 64.72-4W ?z 74" )-ve . i /1 ✓ P / E 5 ??
Location (address or directions)
(b) Applicants Namei�� '(RE5 /
57Eva Ian -kiwi
Applicants Address 17v'0 ,fc'?1 57._
Telephone — Home
Business 2-3 -8017
%is / j
(c) Applicant"is(-check one) Lending Institution 1 1 ; Owner/builder\;
Buyer 71 ; Other! 1 (explain);
(d) Lending Institution
Address -
Telephone
(e) Real Estate Co. & Agent
Address
Telephone
(f) Mail
the HAA
to the folloy4ng address:
2. Type of Residence
Single—Family
Number of Bedrooms
. � 5
/**�CA
Multi—Family! 1
3
3. Water Supply
Individual Wel11>.
Community 1-1
Other (describe)
Public 1
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
Onsite Public!
Community
1 1
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]
,cu /•/C //2L
A
Engineering Firm Providing Inspections, Tests, File Search, Data and Information
As certified by my seal affixed hereto and as of the validation date shown below, I
verify that my investigation of this Health Authority Approval shows that the on-site
eater 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 M nicipality 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 regula-
tions in effect on the date of this inspection.
Mame of Firmft cz'v t '�f-ca%� fi�i�Ct
.i
Address /Z-: = .33 - 5; /2'
Date `- 3 `
(ENGINEER SEAL)
DEEP Approval -�
Approved for �,�t,Lq bedrooms
Approved \� Disapproved
Terms of Conditional Approval
Telephone G /-0570
Conditional
CAUTION
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DEEP) ISSUES EEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT-
ATIONS GIVEN LN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED
IN THE STATE OF ALASKA. THE DEEP DOES THIS AS A COURTESY TO PURCHASERS OF HODS AND
THEIR. LENDING LNSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE-
MENTS. ^4?LOYEES OF DHEP DO NOT CONDUCT IN2FECTIONS OR ANALYZE DATA BEFORE A
CERTIFICATE S ISSUED. THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR ( TSSIO*.;.5 IN TEE PROFESSIONAL ENGINEER'S WORK.
(DHEP SEAL)
RE4/ej/D18
[Page 2 of 2] 7-19-84
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
Legal Description 4C/ / /jkc`K I— 6'/YT�i�/ /`
7/t ?4( x'&. j i5A/ KfL. Sce
A. WELL DATA
Well Classification 'b�9'lo If A, B, C, D.Q.C. Approved (Y/N) �/�
Well Log Present (Y N) Date Completed 7/'5 Yield /6 6,/1Total Depth /4-.)--2-1 Cased to /0-4" Z Depth of Grouting '�
Static Water Level 60 Pump Set At N�/9
Casing Height Above Ground 3 . L Sanitary Seal on CasingN)
Electrical Wiring in Conduit Y ) Depression Around Wellhead (ye
Separation Distances from Well: / /
To Septic Holding Tank on Lot lG 6; On Adjoining Lots /�' +
c /
/' / -r
To Nearest Edge of Absorption Field on Lot // % ; On Adjoining Lots
To Nearest Public Sewer Line /1/4- To Nearest Public Sewer
CleanoutiManhole 'OM- To Nearest Sewer Service Line on Lot /J/4
Water Sample Collected by /�-tG5 /4 Date
Water Sample Test Results S7'fit e /'%/'S J
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed 7-/Z -ems Size /e.i6/ft-
Standpipe
Air -tight Caps
No. of Compartments
Foundation Cleanout
Z
Depression over Tank (YO Date Last Pumped
t)/ ; for
A.14- Temporary Holding Tank Permit (Y/N)
PumpingiMaintenance Contract on File (Y/N)
Holding Tank High -Water Alarm (YiN)
Separation Distances from Septic/Holding Tank:
To Water -Supply Well /b ''
/
To Property Line 3 7
To Water Main/Service Line ///
Course Hifi'
Comments ` ;€
To Building Foundation
To Disposal Field (o
To Stream, Pond, Lake, or Major Drainage
Page 1 of 2
[7/7 (r-166,/ 7 /4 //70 /',A.'S
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata /3� ��DRri Type of System Design A✓f/tLb
Date Installed 7-/Z- 's" Length of Field 73 /
Width of Field S i Depth of Field S
Gravel Bed Thickness
`71/ Square Feet of Absorption Area 9 Standpipes Presen )
'
Depression over Field ( Date of Last Adequacy Test
Results of Last Adequacy Test A/A
Separation Distance from Absorption Field:
To Water -Supply Well // To Property Line 32 -
To Building Foundation LCA To Existing or Abandoned System on
/
• On Adjoining Lots /0- f
To Water Main/Service Line /1/4 To Cutbank (if present) /t//e4
To Stream/Pond/Lake/or Major Drainage Course %//4
To Driveway, Parking Area, or Vehicle Storage Area y5 /
Comments
Lot
D. LIFT STATION /
r
Date Installed Dimensions
Size in Gallons Manhole/Access (Y/N)
"Pump On" Level at "Pump Off" Level at
High Water Alarm Level at Vent (Y/N)
Tested for ing Cycles during Adequacy Test. Meets MOA
Electrical Codes (Y/N)
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have
he ed, v rified, or conformed to
call MOA and HAA guidelines in effect on the date of this inspection.
Signed L�%�—E . z-- Date / —3 ��S/
Company Ak-G, MOA No $S 0�`
Receipt No '35'5736
Date of Payment 9 - 6 - D J�
Amount' $ Li5-S
Page 2 of 2
72-026 (11/64)
C•� OF A� ,l1
% .JrViir
Engineer's Seal