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Pump Ins-LaHation Log
Drilling Permit umber: SW— Date of Issue: _
:e1 Idendficstion Number—
13
1 Descri 13 erty Owner Name & p ddress:
73� 1 /L-3/oo�o s�.oss r�,bz
P7 a+ llntion Late:
P Inde Depth SeluwTop of TO Casing:All) feet
P IYfsn>d•2cturer's Name: "141 e, L�O�hp�K1 L I,
.p Model: is 7 wl
•p Size 3/�/ hp
ss Adapter Surial.TDeoth: A0 feet ---
':ss �dnpte_* Ylsnufact�*yrs Mame: `'%/j/=J�i2T!/� 50 i��
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:ario a: The p?�p installer shat p[o*tide a pump inetalladan lag to the DSD witliin 30 days of pump installatroa_
Municipality of Anchorage Page of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: PID Number:
Name:
"2�3T�scc� �—' ��✓Ii4 �N2S
Wastewater System: U New ❑ Upgrade
Address:
-So,5-dA2c-nc c h vo �i 45 3
ABSORPTION FIELD
Phone:
61 -`FT f2
No. of Bedrooms:
S'
Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other
LEGAL DESCRIPTION
Soil Rating:
E31
Total Depth from original grade:
/or
31 GPD/S .Ft.
Lot: Block: t� Subdivision:
Depth to pipe bottom from original grade:
'3 'tS
Gravel depth beneath pipe
�"�'
J"T20b`P�BoiN`T5
Ft.
Ft.
Township:
Range:
Section:
Fill added above original grade:
f
Gravel length:
! Ft.
��^ Ft.
WELL: jNew El Upgrade
Gravel width:
Z �
Number of lines:
I
Distance between lines:
Ft.
Ft.
Classification (Private, A,B,C):
Total Depth:
_Z5_
Cased To:
Total absorption area:
Pipe material: f
Y"�f V/iiT�
2 Ft.
I b 6 Ft.
SQ. Ft.
P [!7 ! _%�O 3 (f
Driller:
IQ C-PI"Vg-DQ2t@ a c 2.
Dat Drilled:
��lb
Static Water Level:
Ft.
Installer:
Date installed:
Yield: Pump Set at:CasingHeight
Above Ground:
TANK
GPM 2 Ft.
Z r{" Ft.
SEPARATION
DISTANCES
i rSeptic ❑ Holding ❑ S.T.E.P.
To
Septic
Absorption
Lift
Holding
Public/Private
Manufacturer:
Capacity in gallons:
From
Tank
Field
Station
Tank
Sewer Lines
M
/ J~a d
Well -Z1
llC'
Material:
S�c�L
Number of ompartments:
Surfac
Waterl
qC7 rr
!&o`r
LIFT STATION
Lot[�
Size in gallons:
Manufacturer:
Line
Li,?I
/O
Foundation
�7
'5?3
"Pump on" level at:
" P a�Yf" level at:
j -
High water alarm at:
Curtain
!v'p
Pump e & Model
Electrical Inspections performed by:
Drain
Remarks:,,v l t c,
BENCH MARK
Location and Description:
a C �'� "4& A, 6 glow
1-4 • 2 t� �L Cx7r=�T
L 'tom -rt?�,v c+l•I c�Yo —TU
2 �"" rdt
Assumed Elevation:
O
ENGINEER'S SEAL
j ,.• ,, iN
,Iv 1-1
-TIO t✓ A J A 0 A v c-r�/o.t/s .
Inspections performed by: tAnl.y®N� "�►- Dates: is /0 11 C?8
2nd +01tz/�
.«.;. ..anno'e"" h..
�i11AL /(jll`�'�4¢j ..
�,1�Sieven R. Pannone C•
Department of Health and Human Services a roval
p pp
CE -'0 roti
o
FD pal
Reviewed and approved by: 1�7 � if-� Date: 11 12 93
72-013 (Rev. 9/91) MOA 25
NO. SW980106 A 3 -BUILT
WASTEWATER ABS❑RPTI❑N SYSTEM
LOT 3, BLOCK 1 PROSPECT HEIGHTS S/D
EXIST'G
THERE ARE NO WELLS SEPTIC frP
per'
WITHIN 100' OF THE
PROPOSED SEPTIC `dA
SYSTEM. y
THERE ARE NO WELLS
WITHIN 100' OF THE
PROPOSED SEPTIC
10' ELEC: &
I ELE 0M. ESMT,
SEE NOTE it--�__
RESERVE LOCATION
PRIMARY SYSTEM
DEEP TRENCH
83.6 LF x 7,3'TE
x
i
i
i
i
i
ii
i
a
ii
a
i
EXIST'G
SEPTIC i
C,\Work\3-lPROS.DWG
W vJ.•. •°.��
49TH
A
B
Tl
47.7
l
S%
57.0
64,0
i
62.4
693
T
87.3
102.2
Ml
87.5
101.8
2 n
`\
B r
NEW 1500
97.9
94.5
=PTIC TANK
w
U
�ri
t
t
�
1
37W 12zr
{{
AVENUE
J.D. i N❑,
SEPTIC N
UNE THERE ARE NO WE
WITHIN 100' OF '
PROPOSED SEPTIC
SYSTEM.
-e/ti
NOTE
1) ENCOUNTERED LARGE ROCK DUR
TRENCH EXCAVATION, TOP OF ROCKWA.
AT -6'. EXTENDED DRAIN FIELD BEYOND
ROCK TO GET REQUIRED LENGTH.
CO
A
B
Tl
47.7
55.6
T2
57.0
64,0
DC
62.4
693
Cl
87.3
102.2
Ml
87.5
101.8
C2
97.4
93.9
M2
97.9
94.5
•••• = PREPARED FOR;
R. Pannone; i
CE 8149 •`�= Mr. Bruce Chambers
bl� ,.••'• 3305 Arctic Blvd, #206
Anchorage, AK 99503
RccIC�� 563-2171, Ext 129
DESIGN
Perc Ratei 8 Mln/Inch
Salt Ratingi 0.8 gpd/sf
5 B.R, 938 SF Requlred
Deep Trench
7' Effective, 2-3' Wide,
10' Total Depth, 67' Long
938 SF Total
1,500 gatlon SEPTIC TANK
PANN❑NE ENG. SVC
P. ❑, BOX 142025
ANCHORAGE, ALASKA 99514
272-8218
ATE 10-18-98 AS -BUILT
:ALE 1'=100'
PERMIT NO, SW980106 AS -BUILT DETAILS P.I.D. NO. 015-13-503
WASTEWATER ABSORPTION SYSTEM 3�4
LOT 3, BLOCK 1 PROSPECT HEIGHTS S/D
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MUMMA
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............ .........................
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e CI\Work\3-1PROS.DWG
�.............. .......................:..i PREPARED FOR.
;Steven R. Pannonei mir PANN❑NE ENG. SVC,
No. CE 8149 .* 2e Mr. Bruce Chambers P. ❑. BOX 142025
499510! 3305 Arctic Blvd, #206 ANCHORAGE, ALASKA 99514
�j `Ji� Anchorage, AK 99503 274--0308, 272-8218 FAX
563-2171, Ext 129 DATEi 10-18-98
N❑T TO SCALE AS—BUILT
10/2,2/98 THli 10:58 FAX 907 502 9200
9
LOCATION OF WELL
BOROUGH
LOCATION/SKETCH:
15.14@ LOT B1LOCK
Jl A 1
-.;. . . 191002
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF MINING & WATER MGMT
WATER WELL RECORD
SECTION GTAe stcyloN TOWNSPIIV RANGE MENgipN
❑N ❑E
I �7s ❑w
WELL OWNER:
DEPTHS MEASURED FROM casing top ❑ground surface WELL DEPTH: PATE OF COMPLETION
8014EHOLE DATA: Depth of casing _ft 5._
Material Type and Color Depth Depth of casing:/ ( 5.- ft ( 6 �x<g
yp From To I
r
i
(a
6
Z,
DEP.TI1. TO STATIC WATER LEVEL:
ft below °❑ top of casing ❑ ground surface
t
Date:
METHOD OF DRILLING; air rotary ❑ cable tool
❑ other
USE OF WELL: '®'domestic
❑ irrigation ❑ monitor
❑ pUbliC supply ❑ Other
CASING STICK-UP:
^ft. Diam:':_:_�
':_:_In, tnL011:
Casing type:, r'A, .'In.
toe ft
WELL INTAKE OPENING TYPE: ❑ Open end
❑ screened
❑ perforated %"'Q, open hole
Depth$ Of Openings:
to �
ft
SCREEN TYPE:
Diam:
in.
SIoUMesh Size:
Length;
ft
GRAVEL PACK TYPE:
Volume used:
Depth to top:
_
GROUT TYPE:Z> vq9'
DEVELOPMENT M
ft to ft
FLIPAPINU LEVEL AND YIELD:
�}t afterhrs pumping / _gpm
PUMP INTAKE DEPTH: » ft Horsepower: _
WELL DISINFECTED UPON COMPLE7ION7'T YES ❑ NO
CONTRACTOR INFO MATION: REMARKS.
Ree stared eusiness Name
-
PLEASE �f PLEASE MAIL WHITE COPY OF LOG TO:
Signature 0'# AuthorizeesprEsenta rveatm'-- DNR/DIVISION. OF MINING & WATER MGMT
R I V DCHORA601 GE AK 99503 5935
Phone 1907)269.8639, Fox 1947)562-13841
OCT 26 1HR
Municipality Ct Ancllurarge
1p' 11-9ew 3: 'o .0 Rin
I0-12.98 12"
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW980106
DESIGN ENGINEER:STEVEN R. PANNONE
OWNER NAME:ONEY JOHN ANTHONY & RITA GAE
OWNER ADDRESS:3305 ARCTIC BOULEVARD #206
ANCHORAGE, ALASKA 99503
PARCEL ID:01513503
LEGAL DESCRIPTION:
PROSPECT HEIGHTS #5 ELK 1 LT 3
LOT SIZE: 79192 (SQ. FT.)
NUMBER OF BEDROOMS: 5 THIS PERMIT: 5
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 5/11/98
EXPIRATION DATE: 5/11/99
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 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY- DATE: 411 crt/
ISSUED BY: DATE: _37- 7p
Steven R. Pannone, P.E.
P.O. Box 142025
Consulting Engineer Anchorage, Alaska, 99514
(907)272-8218 (907)272-8218 Fax
April 29, 1998
Municipality of Anchorage
Dept. of Health & Human Services
On -Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 3 Block 1 Prospect Height Subdivision
Well and septic System Permit
Gentlemen:
My firm was contacted to investigate the possibility of installing a new septic, system on the referenced lot
to serve a five bedroom house. A single test hole was excavated on April 22, 1998. The soil report and
percolation test results are attached. Ground water was monitored for seven days. No ground water was
encountered or monitored. No bedrock was encountered in the test hole.
The lot is approximately 1. 82 acres in size. Lot 3 slopes to the northwest at a rate of approximately 2 to 10
percent The proposed installation will be located on the northwestern portion of the lot. The proposed
location will be greater than 200 feet away from proposed well serving this property and 25 feet from the
water service lines. The surrounding systems are located greater than 100 feet from the proposed
installation. The proposed installation shall not impact the future development of the surrounding or
existing lots. See attached design. The new system will maintain over six feet vertical separation to the
bedrock, over four feet vertically to the ground water and over 100 feet to surface water.
If you have any questions about the proposed installation, please contact me at 272-8218
Sincerely,
®1
Steven . Pannone, P.E.
Attachments:
C:\ WORKl3-1 prospect.001.wpd
.• ti
49th e%
1M,'J Steven R. Pannone i 44
E-8149 t'+
�...4....OiH..^
bbl,. F�nnES
NO, D SIGN
}
WASTEWATER ABS❑RPTI❑N SYSTEM
LOT 3, BLOCK I1 PROSPECT HEIGHTS S/D
THERE ARE NO WELLS
WITHIN 100' OF THE
PROPOSED SEPTIC
SYSTEM.
RESERVE L❑CATION
PRIMARY SYSTEM
DEEP TRENCH
67 LF x 7' EFF.
ai
i
a
i
i
i
ii
i
i
i
EXIST'G
SEPTIC
Ci\Work\3-1PROS,DWG
49TH
THERE ARE NO WELLS
WITHIN 100' OF THE
PROPOSED SEPTIC
SYSTEM,
ZERMATT AVENUE
0
z
500 g S
TANK
EXIST'G
SEPTIC P
Jp
Jd
dd
d'`ry
5
• ...
Pannone '�
CE 8149 ® Mr, Bruce Chambers
Z.cl' v� 3305 Arctic Blvd, #206
,,.• Anchorage, AK 99503
tr- %ll 40 563-2171, Ext 129
,I,D. ! NO.
THERE ARE NO WE
WITHIN 100' OF '
PROPOSED SEPTIC
SYSTEM.
DESIGN,
Perc Rate, 8 Min/inch
Soli Rating, 0,8 gpd/sf
5 B,R, 938 SF Required
Deep Trench
7' Effective, 2-3' Wide,
10' Total Depth, 67' Long
938 SF Total
1,500 gallon SEPTIC TANK
PANN❑NE ENG, SVC
P. ❑, BOX 142025
ANCHORAGE, ALASKA 99514
272-8218
DESIGN
PERMIT NO. DESIGN DETAILS P,I,D, No,
WASTEWATER ABSORPTION SYSTEM
LOT 3, BLOCK 1 PROSPECT HEIGHTS S/D
oh
CU +
1 1
49TH
ren R. Pannc
No. CE 8149
Lq
C,\Work\391PROS,DWG
Mr. Bruce Chambers
3305 Arctic Blvd, #206
Anchorage, AK 99503
563-2171, Ext 129
lnoi
3Hn1 801INOW
lnon
1nONV313
inONV3l3
1nONV310
1nONd313
1nONV313
NOI VaNn0d
N.
koM
PANN❑NE ENG, SVC,
P. ❑, BOX 142025
ANCHORAGE, ALASKA 99514
274-0308 272-8218 FAX
aTEI 4-27-9B DESIGN
❑T TO SCALE
Municipality of Anchorage
t DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: `r`y t &, C �AwVTL-'� EY2,� DATE P
LEGAL DESCRIPTION: I �l IP2�SP�DTIT?�S Township, Range, Section:
DEPTH SLOPE SITE PLAN
(FEET) F---f--i--�—I
1
Csft I oYtkAN�cS
2
3
4-
5
�CciacY („,2✓A0� SAA)r)S
6 C-RrAVE-L.
,� r cr LlyN.4�S
7 �.gt -rl tck.-
�p 3"�vtsla-r��Y�•titi�.�
8
s�
9
10
WAS GROUND WATER
/V fi
ENCOUNTERED?
11
S
L
IF YES, AT WHAT O
DEPTH? P
12
E
13
Depth to Water Atter r I
Q Q Q Pj
Monitoring? Date:
14
15
16
17
18
19
I
20 G r
PERCOLATION RATE � (minuses/inch) PERC HOLE DIAMETER
11 TEST RUN BETWEEN FT AND FT
COMMENTS _FM WAc DOSOAV-dDt &� crAmA=3.0 'R r 61 -
PERFORMED BY: S 1?-'��AaNri O'n1 8 I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: e
�` ZZ P 4
72-008 (Rev. 4/85)
Page: 1 Document Name: ENTERPRISE SERVER
PARCEL: 015-135-03-000-99 CARD: 01 OF 01 RESIDENTIAL VACANT LAND
STATUS: RENUMBERED TO/FROM: - - - - 1
ONEY JOHN ANTHONY & RITA GAE PROSPECT HEIGHTS #5
REVOCABLE TRUST BLK 1 LT 3
ONEY J A & R &TRUSTEES
2631 W 100TH AVE 0
ANCHORAGE AK 99515 2215 SITE
LOT SIZE: 79,192 ---DATE CHANGED--- ----DEED CHANGED ----
ZONE : R9 OWNER :05/24/96 BOOK: 1008 PAGE: 0434
TAX DIST: 019 ADDRESS: / / DATE: 11/29/83
GRID HRA # : 000000 PLAT: 820135
NOTES
----------------------------------ASSESSMENT HISTORY --------------------------
--- LAND--
--BUILDING-
---TOTAL---
FINAL VALUE 1996:
78,700
0
78,700
FINAL VALUE 1997:
78,700
0
78,700 --EXEMPTION---
FINAL VALUE 1998:
78,700
0
78,700 -----TYPE-----
EXEMPT VALUE 1998:
0
0
0
STATE EXEMPT 1998: 0
-COMM COUNCIL -
FINAL VALUE 1998: 78,700 HILLSIDE EAST
Date: 4/30/98 Time: 09:45:22 AM
MUNICIPALITY OF ANCHORAGE
Development Services Department p p �.=� ' Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 015-135-03-000
Expiration Date: 1/12/2024
Legal description PROSPECT HEIGHTS #5 BLK 1 LT 3
Site address 10040 SCHUSS DR Anchorage AK 99507
Current property owner(s) CHAMBERS BRUCE A & LISA M
X The On-site system(s) is/are approved for 5 bedrooms
Conditional approval for
Comments or advisories:
bedrooms, with the following stipulations:
Original Certificate Date: 10/12/2023
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
MUNICIPALITY OF ANCHORAGE
Development Services Department 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. 015-135-03
Complete legal description PROSPECT HEIGHTS #5 BLOCK 1, LOT 3
Location (site address) 10040 SCHUSS DRIVE, ANCHORAGE, AK 99507
Current property owner(s) BRUCE & LISA CHAMBERS Day phone
2. ON-SITE SYSTEMS SIZED FOR 5 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 25 - 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 $ Waiver Fee $
Date of Payment 2/23 Date of Payment
COSA # �S �- �- )0 Waiver #
COSA Application.doc
COSA Checklist.docx
COSA Checklist
Legal Description: PROSPECT HEIGHTS #5 BLOCK 1, LOT 3 Parcel ID: 015-135-03
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 6/16/1998 Total depth 225 ft
Cased to 105 ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 9/19/2023
Static water level at beginning of test 103 ft.
Well production at time of test 3 gpm
Water storage tank volume NA gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 0.994 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Date 9/14/2023
Comments __________________________________________________________________________________
B. TANK DATA
Measured operating fluid level in septic tank 48”
Date of pumping 7/10/2023
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) 10/17/1998
ALL standpipes present per record drawing
Total measured depth from grade 12.4 ft (max)
Measured depth to pipe invert from grade 3.8 ft (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 6.9’
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced 2000 gallons 9/18/23 date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Adequacy test date 9/19/23
Results Pass
Fluid depth prior to test 33 in
Water added 1000 gal
New fluid depth 55 in
Elapsed time 1320 min
Final fluid depth 32 in
Absorption rate 750+ gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings) 88 in (MOA 7.3’ ED)
Effective depth used 38 in (Missing ED + Final Fluid Depth)
Effective depth (ED) remaining 50 in
Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots &
appears approximately 0.4’ ED is missing.
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 10/10/2023
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 &
10/10/23
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DEVELOPMENT SERVICES DEPARTMENT o ;(
On -Site Water and Wastewater Section
www.muni.org/onsite
Septic Tank Advisory
Certificate of On -Site Systems Approval # OSC231365
Subdivision: Prospect Heights #5 Block:1, Lot: 3
907-343-7904
Fax: 343-7997
The septic tank for this property is 25 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.