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HomeMy WebLinkAboutGATEWAY TO THE PARK BLK 1 LT 9Gate Way To
The Pcirk
Block 1
Lot 9
#067 - 601 - 06
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
Parcel I.D. 067-601-06
Legal description
Expiration Date: 7/2/2025
GATEWAY TOTHE PARK BILK 1 LT 9
Site address 2016 MOUNT KILIAK CIR
Current property owner(s) NOSICH ERIK J & AMANDA
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
By: Original Certificate Date:
7/17/2024
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval_June 2022
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
RU5 �+
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 067-601-06
Complete legal description GATEWAY TO THE PARK BLOCK 1 LOT 9
Location (site address) 2016 MOUNT KILIAK CIRCLE EAGLE RIVER AK 99577
Current property owner(s) ERIK & AMANDA NOSICH Day phone
2. ON-SITE SYSTEMS SIZED FOR 4 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 3 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ® AWWTS ❑ Bed ❑ Deep Trench ® Wide Trench ❑ Seepage Pit
Waiver request for: Distance:
Expedited review requested:
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 $ -5g0
Date of Payment
COSA# OJ' GZyIZ �O
Waiver Fee $
Date of Payment
Waiver #
COSA Application.doc
COSA Checklist NEW.docx
COSA Checklist
Legal Description: GATEWAY TO THE PARK BLOCK 1 LOT 9 Parcel ID: 067-601-06
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 8/30/83 Total depth 58 ft
Cased to 58 ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 7/2/24
Static water level at beginning of test 37 ft.
Well production at time of test 5+ gpm
Water storage tank volume NONE gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate 0.605 mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by Date 7/2/24
Comments
B. TANK DATA
Measured operating fluid level in septic tank *NA
Date of pumping *NA – 7/15/2024
Required maintenance completed, if AWWTS
Comments: *NA - See Maintenance Report
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) 5/21/2021
ALL standpipes present per record drawing
Total measured depth from grade 5.5 ft (max)
Measured depth to pipe invert from grade 3.5 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
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 7/2/2024
Results Pass
Fluid depth prior to test 0 in
Water added 600 gal
New fluid depth 2 in
Elapsed time <20 min
Final fluid depth 0 in
Absorption rate 600 gpd
FIELD STATUS – POST RECOVERY – NOT TESTED
Effective depth (per record drawings) 18 in (MOA 1.5 ED)
Effective depth used 0 in (Missing ED + Final Fluid Depth)
Effective depth (ED) remaining 18 in
Comments/Deficiencies: Approximate total measured depths from existing grade.
COSA Checklist NEW.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 *50+ ft
Neighboring Tank > 100’ Yes if No ft
Absorption Field on Lot > 100’ Yes if No *50+ 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 *5+ ft
Water Main > 10’ Yes if No ft
Water Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No *50+ ft
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No *50+ ft
Community Wells > 200’ Yes if No ft
If tank or field is under driveway comment below
F. ENGINEER’S COMMENTS
*MAY MEET CONVENTIONAL SEPARATIONS, BUT SYSTEM MEETS CATIII SEPARATION DISTANCE REQUIREMENTS.
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 7/15/2024
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 &
7/15/24
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this Day of t of 20- by and between
herein the "OWNER." and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as AN ADVANTEX SYSTEM
located at (legal description)
GATEWAY TO THE PARK BLOCK 1, LOT 9
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
1"7 includes an annual maintenance fee (typically 5400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev, 05/18/2018) Page I of 3
Owner acknowledges that the Municipality may request records of maintenance and
repairs from (lie manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
KI guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
Aww'rS approval,
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof,
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. 'rhe laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of'3
QWNER-
By: .-r_s7.
�' �-=' �-� _._.�... � (sigmature) Date:._..,
(print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
Tip foreeoin g instrument .vas a knowledged before me this Mfg day of
20 by
N ` tl Y P B FOR
My Commission expires: = `• �'
OF
MUNICIPALITY:
By: —�� �— (signature) Date:
(print name) Title:
(rev. 05/18/2018) Page 3 of 3
■■ ■■ ■■ ■ moss■
1. ■■ ■ ■ ■ ■E■
IIIIi� ■ ■■■ ■■■ ■ ONE
462 570
■■ s NINE
■
■
*vanTwe Field Maintenance Report
Annual Inspection
■
■ ■■■
I on
on on
AnchorageTE
907-272-3;
nk
Property Ownerfrracking #
pH (6 9)
Operator
Previous
Erik & Amanda Nosich
Previous
A+ Home Services Tech
2nd Compartment
Site Address
Previous
Contact Phone
Previous
2016 Mt. Kiliak Circle, Eagle River AK 99577
Riser/Lid
(907) 748-0000
Splice Box
AX Site ID #
County ID #
Pod #
RTU #NL #
D'ate of Last Inspection
AX -153221
436900
RTU 144946
10/12/2022
Retrieve O&M Into
Daily flow
Recirc ratio _
Timer settings:
Perform Field Sampling/Observations
NTU (15 t NTUs)
pH (6 9)
DO (2-6)
Previous
Cu/r�rtht
tl p'
Previous
Odor of Sample
Typical ❑ MustyEarthy ❑ Moldy
Non -typical ❑ Sulfide ❑ Cabb a ❑Decay
Oily film in PVU ❑ Yes ,�.,�o
Foam in tank El Yes LAG No
Check Control Panel
RAmps Discharge Amps
Rirc 1�c It
Audible and visual alarms EVOK
Dial tone (telemetry only) ❑ Yes ❑ No
Inspect/Clean Pump System
Ins ect Clean
Riser/Lid .....................
Splice Box ................... .
Float Cords ...................
Floats ........................
Pump........................
Biotube® Filter .................
Biotube Pump Vault ............
Recirculating Splitter Valve...... . Ej
Comments
Signature
Measure Sludge/Scum
Sludge
scum
1st Compartment
Pyrrent
Previous
Cu/r�rtht
tl p'
Previous
Biomat:ormal
2nd Compartment
Current
Previous
Current
Previous
Inspect/Clean AdvanTex Filter
Odor. ormal
❑ Pungent
Biomat:ormal
❑ Excessive
Bridging/Ponding: (lone/Minor
❑ Excessive
Inspect/Clean Discharge Pump System
Insp t
Riser/Lid
Splice Box
Float cords
Ins ct clfo
Laterals/Orifices
Pod Bottom
Intake Vent
Ins It
Floats
Pump
Inspect/Service Other System Components
Inspect Clean Inspect thea
Disinfection Equipment ❑ ❑ Dispersal Laterals/Orifices ❑ ❑
Observations ({"
Additional Services Rendered
❑ Cleaned textile sheets? ❑ Replaced UV items?
❑ Replaced/Used other items?
Parts Used: W = Warranty, B = Billable (✓ appropriate selection)
W B Item Number Description
Fin/Safety Inspection
YSV reinstalled
pQ Manifold reconnected; flush valves closed
Suitt ry/Recommendations
//System performing; no fuf#her action needed
❑ Call fpr service Yf/
Date I 'I-)
"
Fax completed form to 1-866-384-7404
gL-I�I{ds bolted on
L� Cantrol panel reactivated
❑ Tank needs pumping
❑ Other?
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP211117 PID Number: 067-601-06
Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
WILLIAM & WENDY SOUTHARD
ABSORPTION FIELD - ADVANTEX
❑ Deep Trench ® Wide Trench ❑ Bed ❑ Mound
Site Address
2016 MOUNT KILIAK CIRCLE, EAGLE RIVER
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
2 GPD/SF
4 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.5 Ft.
Gravel depth beneath pipe
1.5 Ft.
Subdivision Block Lot
GATEWAY TO THE PARK 1 9
Fill added above original grade
VARIES 1.28 — 1.35 Ft.
Gravel length
50 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
320 FtZ
1
NA Ft.
Well
50'+
50'+
25'x.,
TANK ® Septic ❑ S.T.E.P. ❑ Holding ® Other ADVANTEX
Manufacturer
ANCHORAGE TANK
Capacity
1500 Gal.
Surface Water
50'+
50'+
Material
STEEL
Number of compartments
2
Lot Line
10'+
10'+
NA
Foundation
10'+
10'+
LIFT STATION
Manufacturer
ORENCO
Capacity
1500 Gal.
Remarks EXISTING SYSTEM DECOMMISSIONED
4BR FIELD INSTALLED W/ 4BR RESERVE
Alarm location
GARAGE
Electrical installed by
PLC
Tank t
PIPE MATERIAL House to tank 3034 dra nfield 3034
Installer NORTHERN EXCAVATION
Drainfield 3034 Co/MT 3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspection15` 5/19/21 5/20/21
Location and description
dates: 2nd
Td 5/20/21 4 1 5/21/21
TOP OF AX20 POD
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
.a\l1.r
•
Conditional Approval: Date
r�Q ' ' •:}Q,f,
TH
.. .. ....•:..
" "" """""'
Septic System
Approved�'•,
Curtis Huffman
Date J���1F��0
C5 2528991.�������/
ll1
pROFES5I�N,�-�-
Note: this approval does include
not well permit requirements.
(Kev uoiuzii t5)
»7►II11111=01010PAaM
20' DRAINAGE
EASEMENT
\'
A -C=103,9'
B -C=81.0'
A -D=111.6'
B -D=88.2'
A -E=173.2'
B -E=163.9'
A -F=175.1'
B -F=165,7'
A -G=196.7'
B -G=172.3'
A -H=193,9'
B -H=169.8'
A -I=188.5'
B -I=167.5'
PID: 067-601-06
STAKED
50' STREAM
SETBACKS
FCO CO
AX20 POD
1500 -GAL
STEEL
ADVANTEX
TANK
Loi' 9
55,570 S.F.
DCO CO CO
INSULATION
CO MT
FINAL GRADE
FILTER FABRIC
74.84
SEWER ROCK
SEPTIC SECTION
SCALE: NTS
GATEWAY TO THE PARK 131, L9
PREPARED FOR:
WILLIAM & WENDY SOUTHARD
2016 MOUNT KILIAK CIRCLE
EAGLE RIVER, AK 99577
FIRST WATER CONSULTING
13030 Sues Way SURVEY:
Anchorage, Alaska 99516 DRAWN:
(907)350-9566 SCALE:
FirstWaterAK©gmail.com
SUPPORT®SERVICES:
WE. 5
05/27/21
KGL
FWCS
1" = 40'
ORIGINAL GRADE/-� TH21-1
2.5' ORG/OL
GM
GRND.WIR.
0 7'
4/29/21
® 9,
5/20/21
11'
66.34 BOH
04 9TH
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rtis Huffman. -
CE 128991.
5/.27/21'Air
sstor�AtiAV
� RETAINING
6.3'x14.5' LEAN-TO �j WALL
6' N EDGE OF ROAD
` p t�• `" 8.2'x 12.8'
STREAM / / CANT.' vy
Lot 10
/ / P ? LT 11
x14.2'
WOOD 6.2'xSHED FC Fyt�J 26.5` • .
.� �.
20' DRAINAGE/ y�6� i 9
' EASEMENT / �/ � • • ,.?s�• ,yb• .
\ / RETAINING WALL
SEPTIC PIPES SEPTIC MANHOLES -�_:: 00 r
\19
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\ \ % TREATMENT POD-J ` f0 0
8.2'x8.2' O 0
\ SHED i-
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Lot 9 s,
\ 55,570 S.F.
o,
25 0'
20' DRAINAGES '
EASEMENT
5 l/ LSTREAM I-WELL
(APPROX.)
® \ ��
\ Lot 8 /
SCREENING EASEMENT
15' T&E EASEMENT
MORTGAGE SURVEY X SCALE 1" = 50' GRID SE 0905 Project No. 21-186/A2
9' Associates, 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lan & S S O c i a t e S n C® (907) 522-6476 Phone
(907) 522-4625 Fax mac" OF �O�Q�
Professional Land Surveyors ken®langsurvey.com d •. �,q �4
jonathan®langsurvey.com
Qoo�P •.. S,�4pp
I hereby certify that 1 have surveyed the following described property:
LOT 9, BLOCK 1, GATEWAY TO THE PARK SUBDIVISION (PLAT No. 82-251) 49TH v* ��
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a """"' """"""'0
representation of the conditions that were found on the date the survey was performed. Q
This survey does not constitute a boundary survey and is subject to any inaccuracies KENNETIi G. LAN k-.Q
that a subsequent boundary survey may disclose. The information contained hereon shall d
not be used to establish any fence, structure, or other improvements. UQ t-rl(--i
�- p�`Po . .LS-5202.••' J��
Dated this the '�} Day of t�t� �"`'` at Anchorage, Alaska ,cV
` ��'SSIONA�
It is the responsibility of the owner to determine the existence of any easements, Opppo
covenants, or restrictions which do not appear on the recorded subdivision plot. AECC963
MUNICIPALITY OF ANCHORAGE
On -S `rte Water & Wa stewater Pro g ram
PG BOJ 1966W 4700 Elmore RMd
ArschareW, Alaske 9951M650 Phanec 7) 343-7904 Fax: {007j 3.43-7997
1h1tp:?A w -rrwr9,org�onsr1e
On -Site Wastewa#er Disposal System Permit
Parmlt Number- C)SP211117
Work Type: Seplic Upgrade
Tax Godo NLrmb&T- 46760100000
SIis Laval Address GATEWAY TO THE PALM{ BLK 1 LT 9 0,0$45
Site Mailing Address: 2016 IVIOUNT KIL1AK CIR, EagLa River
Owner, .50UTHARD WILLIAM R &WENDY R
Design Engineer, FIRST VVATER CONSULTING
This perm it is fo r the 00 nStructic n of:
E lfe cti ae Date
Expiration Dalb.
Lot Size in Sq Ft:
Total Sedr ms;
:L C
L_ ujr),arr[hch[
5)62021
5��2022
55570
0 Dsp 9 Field 0 Septic Tank ❑ Hcfding Tank ❑ Privy ❑ Private Well M Water Storage
All ccnstructictr shall! be in accordance with;
1. The attached approved design,
2. All requiraments specified in Anchorage Municipal coda Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (1 BAAG72) and Drinking Water Regulations (1 USO)
5. The WasttWater code requires inspections during the installation. The engineer shall n(ytify the D-ovolhopiueiil
Services Departn*nt per ASIC 15.65. Provide notification by calling (907):343-7904 (2417)-
4, From October 15 to Apell 16, a subsurface soil absorption system~ under construction during teezing weather
shall t)e either_
a. Opened and Closed on the sarn-o day, or
b. Covered, sealed. and heated to prevent freezing
Received 83
Issued Dy:
IVIIJA
mate:
�r'2
3
MUNICIPALITY CHS
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICM/ELL PERMIT APPLICATION
Parcel I.D. 067-601-06
Property owner(s) WILLIAM & WENDY SOUTHARD Day phone
Mailina address 2016 MOUNT KILIAK CIRCLE, EAGLE RIVER, AK 99577
Site address 2016 MOUNT KILIAK CIRCLE, EAGLE RIVER, AK 99577
Legal description (Sub'd., Block & Lot) GATEWAY TO THE PARK B1, L9
Legal description (Township, Range & Section)
Lot Size 55,570 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial ❑
Single Family (SF) El
(w/wo ADU)
Septic Tank
0
Upgrade
Duplex (D) ❑
Holding Tank
ElRenewal
ElMultiple
Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES
A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
of property owner or authorized agent)
Permit/Rush Fees: � 5 � 5 Waiver Fees:
Date of Payment: 2 9 Z 2 Date of Payment:
Receipt Number: %q 9 2 ~& q Receipt Number:
Permit No. OSP 11 /l �/ Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / FirstWaterAK@gmail.com
April 29, 2021
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: GATEWAY TO THE PARK BLOCK 1, LOT 9
The septic field has been found failed and the owner has requested we proceed with a septic permit to
upgrade the system on the above referenced lot. We propose to install one shallow trench with an
Advantex system to serve the existing 3-bedroom residence. The design is based on the recent test hole
conducted on April 22, 2021.
The slopes are moderate at 13-18% at the proposed upgrade location. The lot and area are served by private
water and Ken Lang has picked up the location of two streams as noted on the design. The design will not
impact any of the neighboring properties. Please contact us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211117, Rebecca Carroll, 05/05/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211117, Rebecca Carroll, 05/05/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211117, Rebecca Carroll, 05/05/21
4661
13030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 firstwaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL: GATEWAY TO THE PARK B1, L9
PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 4/29/2021
DEPTH
FEET OG
SOILS
1
ORG/OL
2
3
4
GM
5
6
7
8
9
10
11
BOH
12
13
14
15
16
17
18
19
20
Reading Date Gross
Time
Net Time Depth to
Water
Net Drop
4/23/21 30 min 6 6
30 min 6 5 15/16
30 min 6 5 15/16
PERCOLATION RATE 5 (MIN / INCH)
TEST RUN BEWTWEEN 3 & 4 FT
PERC HOLE DIAMETER 6
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH.
GROUND WATER ENCOUNTERED: YES
IF YES, AT WHAT DEPTH: 7.5
DEPTH TO WATER AT MONITORING: 7
DATE: 4/29/2021
TESTHOLE # 21-1 DATE PERFORMED: 4/22/21
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: WILLIAM SOUTHARD
4/29/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211117, Rebecca Carroll, 05/05/21
20' DRAINAGE
EASEMENT
I � j
I /
rRETAI
WALL
OF ROAD
0
J r
5
w D
E RP rn T
WELL
O n
O
p I /�
8.2'x8.2' O
SHED r
lq
/ 125• �I
c --T
20' DRAINAGE � I I
I hereby certify that I have surveyed the following described property:
LOT 9, BLOCK 1, GATEWAY TO THE PARK SUBDIVISION (PLAT No. 82-251)
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a
representation of the conditions that were found on the date the survey was performed.
This survey does not constitute a boundary survey and is subject to any Inaccuracies
that a subsequent boundary survey may disclose. The Information contained hereon shall
not be used to establish any fence, structure, or other Improvements.
til
Dated this the _ �� ___ Day of __- �LL;_-�--________- - Zz _, at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
49?H*& ¢l
�.. KENNETH .!: .o
9 s� `. 4�2c9121
�OFPFo' ..LS -5202. SSG
04� OF£SSIONAD �o
AECC963
L
EASEMENT
STREAM'
WELL
(APPROX.)
/
/
/ Lot 8
/
\V" 20' SCREENING EASEMENT
/
\ 15' T&E EASEMENT
MORTGAGE SURVEY _X_
SCALE _ 1=_= 50'- GRID __SE 0905-- Project
No.
Lang & Associates,
11500 Daryl Avenue, Anchorage,
inc. (907) 522-6476 Phone
Alaska 99515-3049
Professional
(907) 522-4625 Pax
Land Surveyors kenOlangsurvey.com
�ooDODOO
oo / 4�0
o .. . OF A .`9 4
jonothan®langsurvey.com
I hereby certify that I have surveyed the following described property:
LOT 9, BLOCK 1, GATEWAY TO THE PARK SUBDIVISION (PLAT No. 82-251)
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a
representation of the conditions that were found on the date the survey was performed.
This survey does not constitute a boundary survey and is subject to any Inaccuracies
that a subsequent boundary survey may disclose. The Information contained hereon shall
not be used to establish any fence, structure, or other Improvements.
til
Dated this the _ �� ___ Day of __- �LL;_-�--________- - Zz _, at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
49?H*& ¢l
�.. KENNETH .!: .o
9 s� `. 4�2c9121
�OFPFo' ..LS -5202. SSG
04� OF£SSIONAD �o
AECC963
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this -30 Day of of 20
_Lk , by and between
i 11 iaM R . r WIn . S �, herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as AN ADVANTEX SYSTEM
located at (legal description)
GATEWAY TO THE PARK BLOCK 1, LOT 9
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Pagel of 3
Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
124- Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
n� Owner agrees that any sale or transfer of title of the property will not occur without a new
U)� Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER:
By: C (signature) Date
W n y . c�i7/Ao-,rd (print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
q -3U -z(
The foregoing instt:�iment s acknowledged before me this 3b day of
202, b, J D v
ARY LI R ALAS CA
[ .
My Commission expires: % Z3 :. OFFICIALS
�— D. SCOTT BTROUD �►
MUNICIPALITY:
By: (signature)
(print name)
'NOTARY PUBLIC -STATE OF ALASKA
NW'Comm. EVhs Augus119 3 -
Date: Z
Title:
(rev. 05/18/2018) Page 3 of 3
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES 0 10006
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name
Address
,4Hc''
1I 1';S
/nG'/..3 /' / c a /7y o i)"NG.�.-ate ? YSS/o
Phone(s) 'Permit No.
�9y-Si5S i,el �7-0-65
LEGAL DESCINPTION
No. of Bedrooms
3
FROM TO
DISTANCES
SEPTIC ABSORPTION
TANK FIELD
WELL
Lot / 'Block /
Subdivision
�G fe way T The /o •-sf
WELL
LOT LINE
/do'
9G/
8o'*
4
Township, Range, Section
T/3/v /.e Sec,
FOUNDATION
//o /
TANKS
AS -BUILT DIAGRAM (Show location of well. septic system. property lines, foundation,
driveway, water bodies. etc.) mTS .
1$ SEPTIC
0 HOLDING
Manufacturer
GREE'
Capacity in gallons
/000 6e /,
Material
STee/
No. 01 Compartments
TYPE OF SYSTEM
HSE
1
❑ W. DRAIN ❑ OTHER
r Total depth from original grade ems'+ -
�.a. FT 5-6 FT ,\!:
Fill added above original grade Gravel depth beneath pipe
a ' FT 1 FT f y��
Gravel length Gravel width %
Lf S FT 5' FT
Total absorption area t Distance between lines
�i/6 SQ FT /0 FT Ss
Number of lines Soil rating Pipe material
3 / 3e5 -SO FT As%fin 3 3y /f Sive?
Installer Date Installed
4
C/A EH 'e.-perr , z /o/s.7 - /°�'%? r
WELLS
13'
❑ TRENCH 0 BED
Depth to pipe bottom from
original grade
0 PRIVATE
0 OTHER (Identitvl
1
/00/
1
N... 4;4.:
as'
•
WELL
Classification (A,B,C)
pre I ✓.t re
Total Depth
SFr FT
Cased to
SI" FT
Installer
.Sy/e c N
Date Installed:
/30/cr 3
REMARKS:
r
/ 7 -..'�4 (Asr) Has Gpar vc/ dde1.0 of 4'J$ 544
Sw,�s fes Ore s/oP ,/,rfe.rce_
1
O- CLAW 0y7 -
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f
'4 L Ey►c/, w4'
F
Wa te,- lo -+o.,/: ter 4 t t/.., e o-,' /,.,s t // N.,. G 7-
/36 fN4 Y2r �e!•Y7. S)er,"Ss eft, /tree!
0/4 r,r, r ♦../s 13//. Y..,•/ one e/..er.te.i t , S 'b
Scale
intent a cnpa Vika Services
P O. Boy 7732,34
Date: Eagle River, AK 99577
694-5195
a1'y//.
Municipal and Stas geidelines in deism this dale:
estily that this inspection was performed warding 1 all
/6/3#/&7
Health Deprinranl Approval '• `^^'•'� Date' V -B/81-
e Or
•}•••••••••4M•••H•••••:•• c •4
9St
rn ; Lours A. Butera /
•a CE -6736
� � •'`+ Qui
`kk�eROFESS0N4.4'
NlCIPALlTY OF ANCHORAGE
Department of Health & Human Services
Street, 4nrhoraoe, Alaska 9950i 343-4720
Upprade
\)a.ie EnD_i.:eer Designed
FINANCE
ess: PNU. 8Ox 10102'
ANcHORAGE, AK 9951ti
PERMI1-
Day Phone:
LotLega1:iiiiiiiii0�cx� �
Sg3ST•c. Section: 9 /oNnsnzp: 1:1N xange; 18
!'o| Sizssq.lt. acres�
Nat iKatiru',ws: this Permit: 3 Total Capacity: 3
SEP7IL TAN|(; MLnimum total septic tank capacity: 1,000 oallons. Each septic
tank n''si ha"e at ]east 2 compartmenis. Depth to top of septic tank(s) < 4.0
�eet 'eq:jres insuatio: nver tank(s).
Y00 FOOT SEPARATION BETWEEN SURFACE WATER AND SEPTIC SYSTEM HAS
8EEN TO B5 FEET.
PUMP EXISTING SEPTIC TANK AND ABANDON IN PLACE.
INSTALL NEW lANK TO MEET 85 FOOT SEPARATION RFQ||lRFnrNT.
MEA8UKE WATER TABLE AT TIME OF INSTALLATION TO VERIFY FOUR FOOT
SFP*RATIOH TO WAlER TABLE. PROVIDE THIS INFO UN AS -BUILT.
rth the Municipality of anchoraqe (MOA, and the State of Alaska.
l w,il instail tGe syetem iG accordance with all MOA codes and requlatiohs,
en: .n compliance desipn criteria of this permit.
4. 3 onoerssnd that this permit is valid lor a maximum of 3 bedrooms.
DP[E:
--~�._���~~--��-�---�~----�----------- --�11
(•j< HOUSING FINANT1E
d(
0\
o
cD
100'
�O.
r
NT
EXISTING LEACH FIELD ane.—
NEV LEACH FIELD
CLEANOUT -•
SCALE' 1' = 50'
WELL AND SEPTIC SITE PLAN
LEGAL: LOT 9, BLOCK 1, GATEWAY TO THE PARK
OWNER: ALASKA H❑USING FINANCE CORP.
CONTRACTOR: N/A
EAGLE RIVER ENGINEERING SERVICES
P❑ BX 773294
EAGLE RIVER, AK. 99577
694-5195
OF ASt 411
••
,43 p-
* `�H 4 , *
ro...• •• 11.11..:°..
170S;°
Louis A. Butera • i
IJ�
� •• CE -6736 • ��
tea'
,°•. ' ��
4 %eRoFESS10N�P�v
EVO��a�•
PERFORMED FOR: Lc'rr
MUNICIIDEPRL O R
ENVIRONMENTAL PROTECTION
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
SEP p2R5083171ON
TEST
RECEIVED
DATE PERFORMED:
LEGAL DESCRIPTION: G A r E WA y To % HG PAR K Lot 7
SLOPE
p
1
2- ;D
O_ O
3 0 ;Z0.
4-
O
5 - t0 _
s •
b
8
•
--
10 •_
11 •
-
_
To/°rv/t
14-.6
,-GrA'S a.,i 01,-
C- Y -A e
✓e I 138 4b
/4!t
' 9/asg7
v
Yin/s7
/30)1
15 - �...1���
E0F4 '%
16 - ;,SP1 ..••......• FIs, 14. �
Or Gs. • •••.,y•II
17 -% * "49TH . * ♦
18 ... .• /
Ie 3t: Lows A. Butero :• or
19 - r �P.'. CE -6736 �a*
20 - b\ PR.0FES5 °.Nom
41.41.
COMMENTS -SCE
/9ES/GN
M
(At
WAS GROUND WATER YES
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
7/6/5• 7
Q/H/ / /3N/ i'/E Sec,
SITE PLAN
S
L
0
P
E
/ 7 o AY. 7.67 .
re
r
7
H'
3
c .6
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
So A K
9//7/47
S.,..3 4•
3%L,.
Q/:
30
/d..,,;,
.5----/ 3%y•
3/6 •.
?
=/b„
y
/.. SZo
/o.,.'.v
S=3514
PERCOLATION RATE
TEST RUN BETWEEN
.E'ecc
S 7 (minutes/inch) _ /3* 46/Tie
FT AND 4 FT
PERFORMED BY:
Eagle River Engineering Services
P. 0. Box 773294 CERTIFIED BY:
Eagle River, AK 99577
694-5195
�� �i� DATE: 7X-2.-5-/,??
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
(�k�� - ENVIRONMENTAL ENGINEERING DIVISION
\\\\�\�'F�%/�/J/// 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME(/�,�
VP -0C- 11Os= `-C,+NcCQ E'er—
Corel �iZ
PHONE
Z%(c- 51,8
Irgt4 y
M UPGRADE
MAILING ADDAEJS
o G 1 131-,5 E_XC_
LEGAL DESCRIPTION
Gl S k
L--o-r 11. K . 1 *�'r-€ w :=••-P -pp . p Pv P_ -IC n
LOCATION
,� /a Se-cl 9
NO. OF 'BEDROOMS
SEPTIC
TANK
73A/
Well �� f
DISTANCE T
Absorption
Dwelling ry//d'PERMIT
NO. /./k
anufacturern � � �
Manufacturer(..
Mat ialc. ��
No. of compartments
Liq. capacity in gallons
IF HOMEMADE:,C-
Inside length
Width
Liquid depth
/ h ")
16 Y
JC%Z
2 F
DISTANCE TO:
Well i
/�[
Dwelling
PERMIT NO.
Manufacturer
Material
Liquid capacity in gallons
TILE
DRAINFIELD
TRENCH
DISTANCE TO:
Well
Fo ndation
Nearest lot line
PERMIT NO.
No. of lines
Length of each line Af
o length of lines
Trench width
inches
Distance between lines
Top of tile to finish grade
aerial beneath tile
inches
Total effective absorption area
SEEPAGE
i3 E P
Length �/
`."1c
Width Z. _ (
5
Dep} �h LJ
�t Det t'
U
to S 12.0r'u
PERMIT NO.
/
Type of crib
Crib diameter
Crib depth
Total effective absorption
area ...3.i 17t
DISTANCE TO:
Well /
/ /D:1
Building fol n
Nearest lot line
�Q
i.,�.
0-
J
W
Class
Depth/ / /f�
%n/Jfy�r
Distance to lot line
PERMIT NO.
66" rr6 Y V
Jdi o dat' n
l
Se r line
Septic tank
Absorption weals)
/
DISTANCE TO:
OTHER
•
PIPE MATERIA
AVL
SOI L TEST RATING
t��
INSTALLER
�i X3635 CYC,
REMARKS
CAM
v
6'. 4C .f=.. .ai iia-
14
' -
\
v'J, !._�- 1457-c(.7
s_^AIN'
'.;.. .. . fa
(
i
CO
.7"")..11.....7
n �1SOCS�P'
....11.0.1, MU:
APPR ED �i��, ?-7 V
DATE
LEGAL" ^`'""--- -
SRB ALASKA 99577
PH. 694-2979
,� MUNICIPALITY OF ANCHORAGE
Department of Health and Environmental Protection
-1825 L Street, Anchorage, AK. 99501
264-4720
\ + ;h./• HANDWR I TTEN PERMIT ` `
Permit t93&--1LIc.i WELL AND/OR ON-SITE SEWER PERMIT
Applicant: C nsnf�eLLd Io . cf ,t Mailing Address: `i// -f -7c !
4. zr4Vocation:j..-kq c71c- 1 ��{ t_PA Phone Number: 27(,- G'8
L401 Description: t 131u 11tE Kgc_ ? Lot Size: ___ Y
TEipe of Soil Absorption System Is:
Trench: Drainfield: Seepage Beds Holding Tanks
Maximum Number of Bedrooms: .3 Soil Rating(sq. ft/br) JS ;
The Required Size of the Soil Absorption System Is:
DEPTH 7.-S` LENGTH - 1/(' GRAVEL DEPTH 3 i WIDTH
The length dimension is the iength(in feet) of the trench or draiafield_ el
depth of a trench or pit is the distance between the surface of the grouad-i
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 ami
the bottom of the excavation(in feet).
` ' REQUIRED SEPTIC(HOLDING) TANK SIZE = 100-0 GALLONS * *
Permit applicant has the responsibility to inform this .�deitartssent_during. t - - -- i
installationinspections of any weds adjacent to this property and the num
of residences that the well will serve. '
* *# TWO(2) INSPECTIONS ARE REQUIRED ` ` +
Backfilling of any systema without final inspection and approval by this depas
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 186
-for a private weld er I50 to 200 feet from a public wellldepending upon the t
__of public well. Minimum distance from a private well to a private sewer liter
is 25 feet and to a community sewer line is 75 feet. Nell loge are mined-
and must be returned to this department within 30 days of the well completiel
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * ` PERMIT EXPIRES DECEMBER 31, 1 9 3 3 * * *
I certify that:
.(1) t am familiar with the requirements For on-site sealers and wells as
set forth by the Municipality of Anchorage.
J(2) I will install the system in accordance with codes. .
'(3) I understand that the on-site sewer system may require enlargement I
the eeidence is remodeled to include more that 3 bedrooms.
Signe$: /'1 � Issued by:. Z A.
Date: W5/g3
plicant
tort
SWP/024(1/81) l..<
ZU. d ' i
. a
Permit #
Applicant:
Location:
MUNICIPALITY OF ANCHORAGE
Department/ -f Health and Environmentarotection
825 Street, Anchorage, AK. _3501
264-4720
* HANDWRITTEN PERMIT * * *
WELL AND/OR ON-SITE SEWER PERMIT
COnS+eucroc_ c s Mailing Address: //-E L
141
Ga w,a 1-o tkE Lnt9 6lork I Phone Number: 7'7- i&'8(o
Pa��
5rS'U/
Legal Description: 7-13/U p/F Spr 7 Lot Size: 56O- ?
Type of Soil Absorption System Is:
Trench: Drainfield: ,/ Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: 3 Soil Rating(sq.ft/br) A26-14
The Required Size of the Soil Absorption System Is:
DEPTH 7. LENGTH '5'(/ GRAVEL DEPTH 3WIDTH 6
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a 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(in feet).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE = /n70 GALLONS * *
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.
* * * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31) 1 9 u 3 * * *
I certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I will install the system in accordance with codes.
(3) I understand that the on-site sewer system may require enlargement if
the residence is remodeled to include more that 3 bedrooms.
Signed: Issued by: „Z.7%7L(19Y-,27
Applicant
Date:
rOau .
SWP/024 (1/81) i-,. 3
e�4-0T-1 btp _ .s
?A/83
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: S/Y74 ►' EXC4 v / *LS
LEGAL DESCRIPTION:
v7- , ' l v c4E 2 c$ Me44 . ,
SLOPE
15 pF 4!:41h1
49M�ri•
p
17
•se• .:••• • j
18 ft , : 2225-E 'Al;
JUNE 25,1971 ••t,,,/•
19 .��F ••�\ -
S:• ..
20 ilt�Osa
SOILS LOG
❑ PERCOLATION
TEST
DATE PERFORMED: y /7) 17F.3
742) I
SITE PLAN
1
z
Cc ess c
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
yes
O
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PERCOLATION RATE
_ TEST RUN BETWEEN
COMMENTS NO i r614. -71'A% S.ire of j -es
FT AND
(minutes/inch)
FT
PERFORMED BY: 1. 84 r C vQ
72-008 (6/79)
CERTIFIED BY:
DATE:
t 5zr
DAILY DRILLING LOG
thA'te7,a41 TD 7kE biELSYREN BROS. DRILLING, INC.
2701 Eagle Street
Anchorage, Alaska 99503 274.6437
OWNER OF LAND Lou Butera DEPTH OF WELL. 58 feet f , g,1
912 E. 15th Avenue 30 feet f,g,l,
ADDRESS STATIC LEVEL OF WATER FT.
WELL—SITE Mile 14 Eagle River Road DRAW DOWN FT
DATE—STARTED 8/30/83 GALS. PER mi 9 gal/min,
DATE—ENDED 8/30/83 KIND OF CASING 6" A53 Grd B Steel
KIND OF FORMATION:
FROM 0 E. TO 14 F,1, f 111 FROM FT. TO FT
14 37 clay/gravel
FROM FT. TO FT FROM FT. TO FT
37 50 damp clay/gravel
FROM FT. TO FT FROM FT. TO FT
FROM 50 FT. TO 58 FT gravel/water 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 FROM FT. TO F'r.
FROM FT. TO FT FROM FT. TO FT
MISCL. INFORMATION:
Stephen .D, Syren
DRILLER'S NAME
Russ
[1UMO01PU7V OF °; GMOHOO IRAOC
A
KPI
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. 067-601-06 Expiration Date: 7
1. GENERAL INFORMATION
Complete legal description GATEWAY TO THE PARK BLOCK 1, LOT 9
Location (site address) 2016 MOUNT KILIAK CIRCLE, EAGLE RIVER, AK 99577
Current property owner(s) DEREK & TRACI ESPELAND Day phone
Mailing address
Real estate agent
2016 MOUNT KILIAK CIRCLE. EAGLE RIVER. AK 99577
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
®
Private Septic
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date:
COSA Fee $ 2 SD + lo'3 OWSH) Waiver Fee $
Date of Payment 'Jr -2- y -a/ 5/.29/a 1 Date of Payment
5182.?2
Receipt Number. 5 / L 2 /3 Receipt Number
COSA # 0 5 C �2,1 1'I'1 �0 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 FIRST WATER CONSULTING Phone 907-350-9566
Address 13030 SUES WAY, ANCHORAGE, AK 99516
Engineer's Printed Name CURTIS HUFFMAN, PE Date 5/22/2021
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 estimate of how long a system will function satisfactory g�Q: • • • • • :1,9 ���
for current or future occupants or guarantee that no unseen encroachments, deficiencies or _ J
discrepancies exist can be given by First Water Consulting& FWCS ' * • TH , , , , ;* r
6. DSD SIGNATURE r Curtis Huffman
System #1 Approved for L bedrooms r�� 6,� CE 128991
S .•�����
Y pP �l�c�•..�/22(4021�,—
System #2 Approved for bedrooms iikFEFop SS0
Disapproved
Conditional approval for bedrooms, with the following stipulations:
OF
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TER
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B 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 engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
Legal Description: GATEWAY TO THE PARK BLOCK 1 LOT 9 Parcel ID: 067-601-06
If more than 1 septic system on lot: COSA Checklist # _of ` Structure served by this system
A. WELL DATA
® Well log is filed with Onsite (or attached)
Date drilled 8/30/1983
Total depth 58 ft
Cased to 58 ft
® Sanitary seal is functioning correctly
® Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 4/15/2021
Static water level at beginning of test 34 ft.
Well production at time of test 5.5 gpm
Comments
B. TANK DATA
Age of tank(s) NEW TANK years
Tank type/material ADVANTEX / STEEL
Measured operating fluid level in septic tank
® Standpipes/foundation cleanout per record drawing
Date of pumping *
D. ABSORPTION FIELD DATA
Which system tested (date installed) NEW SYSTEM
® ALL standpipes present per record drawing
Total measured depth from grade 5.4 ft (max)
Measured depth to pipe invert from grade 3.9 ft (min)
❑ N/A — pressurized field
® Monitor tubes go to bottom of effective. If not, state
depth into effective
® Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Comments/Deficiencies:
Water storage tank volume NA gallons
Well disinfected for coliform test? ❑ Yes ® No
® Coliform bacteria is Negative
Nitrate 0.704 mg/L
Arsenic ug/L
FWES
Collected by
Date of Sample
® Arsenic less than MRL (ND)
4/29/2021
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments: "NEW SYSTEM
Adequacy test date NEW SYSTEM
Results ❑ Pass For bedrooms
Fluid depth prior to test _ in
Water added gal
New depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
Any rejuvenation treatment (past 12 months) N
If yes, enter date
WES
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'
® Yes
if No
Community Sewer Manhole/Cleanout > 100'
® Yes
if No
ft
® Yes
if No
Neighboring Tank > 100' ® Yes
if No
ft
Private Sewer/Septic Line > 25' ® Yes
if No
Absorption Field on Lot > 100' ® Yes
if No
ft
Holding Tank > 100' ® Yes
if No
Neighboring Absorption Fields > 100'
Surface Water > 100'
❑ Yes
Animal Containment > 50' ® Yes
if No
® Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ®Yes
if No
ft
® Yes
if No
ft
ft
ft
ft
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft Surface Water > 100' ❑ Yes if No *50+ ft
Property Line > 5' ® Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' ® Yes if No ft Private Wells > 100' ❑ Yes if No *50+ ft
Water Main > 10' ® Yes if No ft Community Wells > 200' ® 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'
® Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
® Yes
if No
_ ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft
Private Wells > 100' ❑ Yes if No *50+ ft
Water Service Line > 10'
® Yes
if No
ft
Community Wells > 200' ® Yes if No
Surface Water > 100'
❑ Yes
if No
*50+ ft
F. ENGINEER'S COMMENTS
*MEETS CAT III SYSTEM CODE SEPARATION REQUIREMENTS.
G. ENGINEER'S CERTIFICATION
/ 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.
TH
.. .......
' Curtis Huffman
CE 128991 .• i`4i
�� ����cR' • 5124/2921'�Q��
F�PROFESSIONA�
MUNICIPALITY OF ANCHORAGE
ADVANCED '!WASTEWATER TREATMENT SYSTEM
MAINTENANCE ANM REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this Day of of 20 , by and between
it 1c`C17 , herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as AN ADVANTEX SYSTEM
located at (legal description)
GATEWAY TO THE PARK BLOCK 1, LOT 9
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
t5�/ Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of perfonning as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
b4li-t shall be the responsibility of the Owner during the tern of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Pagel of 3
<) Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Jullowner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
r% Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
'- Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
0
z
attire)
STATE OF ALASKA ) .
ss.
THIRD JUDICIAL DISTRICT )
name)
Date:
. J11—
The foregoing instrument was acknowledged before me this day of
20 d( , by
Notary Public
NC)tAkY PUBLIC FOR ALASKA CYNTHIA K. DIXON
My Commission expires: State ofAhgska �
my CGn9tYli2VOon l_XVliras Jurta 18, 2022
MUNICIPALITY:
By: (signature)
(print name)
Date: S--^ 2c( l
Title:
(rev. 05/18/2018) Page 3 of 3
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
('NR3t (494 -Al
Parcel I.D. D/01 -(0 DI -Oln COSA# 0 O 4
Expiration Date: 7- 02- " O R
1. GENERAL INFORMATION
Complete legal description 447ctj41 Tv TH-6 PA-R.K. Lvt t et -k 1
Location (site address) 2016 +1LKTL:A-K cxP.
Current Property owner(s) MAR' 4 At na &t r it` El Day phone
Mailing address 201 t; rnT. kttr,4rc. at2 -
Lending agency _ Day phone
Mailing address
Real Estate Agent Day phone
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
3•
0
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding Tank
Community On-site
Public Sewer
0
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. 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 E*1'4GE QT,rtria attic- rye -5
Address Po 130X 77; G64/ 8fi2,04K 9q S 77
Engineer's Printed Name C It2t57 yfIft-2 R_ tJoob Date'4 /O4d
Phone 69q- Sig 5-
5.
5. DSD SIGNATURE
Approved for R bedrooms.
Disapproved.
Conditional approval for
'r
-
*:
o -
d, x,
i cli SIOPH:R R WOOD ;
CE11397 , .
'Fssia :a 146
-frabedrooms, with the following stipulations: ,
\Q(e1O t. yO
C�
= • ON-SITE -rot:,
WATER AND ; m=
WAST€WAT€R
PROGRAM :
•
X1111111.0)
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
(Rev. 11105)
Original Certificate Date: - .2- 1- 0 O
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: C 4TE1JAi TO T1t1 PARI K. LIT °t $LK t Parcel ID: O67 - 0I— 0
6 j -
A. WELL DATA r'
Well type KRA-1C . If A, B, or C provide PWSID # _ Well Log ON) YE,
Date completed Sanitary seal 67N) 7K Wires properly protected &N) `/6 i
Total depth 5$ ft. Cased to 5 '' ft. Casing height (above ground) orof< in.
FROM WELL LOG AT INSPECTION 12 cc...),
Date of test , 'b/T/433 `i/Zo /2w7
Static water level 3o ft. 3 5 ft.
Well, production 1 g.p.m. •'t S g P -m -
WATER SAMPLE RESULTS:
- Coliform Q colonies/100 mL - Nitrate 0.5— mg/L Other bacteria _17 colonies/100 mL ••
Arsenic: 1.7f mg/I Dateofsample: 3/2//O$ Collected by.(!i`�i7«...F�'e/
B. SEPTIC/H0t3tNG TANK DATA
Tank Type/Material 5 blit -C- EL. . Date installed /0/30 / 19 57
Tank size I1 wo gal. Number of Compartments 2 Cleanouts ON) Ye 5
Foundation cleanout ION) ,i/-75 Depression over tank (YIN) WO High water alarm (YI, » 0-0
Date of pumping 9 ittl /14 Pumper 3 R'S
C. ABSORPTION FIELD DATA
is
Date installed /0/30111157 Soil rating (g.p.d442 or ft2/bdrm) 13 9 ' System:type Deck/Fret b.
Length LI r • ft. Width S ft. • Gravel below pipe 3. S ft.
Total depth 7-4 ft. : Eff. absorption area '1(6 ft2 Monitoring tube It, Depression over field Aro
Date of adequacy test `H?D/07 , Results (Pass/Feil) P4 SS For 3 bedrooms
Fluid depth in absorption field before test 46 in. Water added 450 gal. New depth 2.y In.
Elapsed Time:114pmin. Final fluid depth $ in. Absorption rate >= I50 g.p.d.
Any rejuvenation treatment (past 12 mo.) (WN & type) Noo.rt: K•wv✓) If yes, give date a(9
D. LIFT STATION
Date installed - -- Size in gallons - - - • - - • ---
i
`Pump on level at _ in. `Pump ofti l hFl , in.
Datum Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankAift station on lot 't'Ioo I
Absorption field on lot 'I'IOo
Manhole/Access (Y/N)
High water alarm level at in.
Meets alarm & circuit requirements?
On adjacent lots /00 I
On adjacent Tots 4 f too
Public sewer main •t• Iu0 I Public sewer manhole/cleanout Hoe 1
Sewer /septic service line 1-Z5• ' Holding tank t 7 S '
t,
Animal containment areas 't'rod ( Manure/animal excrete storage areas He.° f
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 1-
r
r
Water main fro
1 1
Property line # 5 Absorption field 7`.5
Water service line # 10 Surface water ' 4 S
Welts on adjacent Tots 'Hoc I
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 'f' fO
•
I
Water Service line 170'
Building foundation #1O 1
Surface water ' ' , 5
1
Water main o
Driveway, parking/vehicle storage Sr,
Curtain drain f- i O * Wells on adjacent lots +/or) /
F. COMMENTS
af- Lvh--robe 4Mint) I e7 Fat %s' wR's7-O5 i
G. ENGINEER'S CERTIFICATION
I certify that I 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 C lit rS'ttp*'-4t Q.. l,roudi
Date tile /0 c6
' 'CHR'STOrHER R. WOOD
CE: Ojj
X0 - - Waiver$ ' Itss
COSA Fee $ Fee
Date of Payment Wil/o8 Date of Payment
Receipt Number 669% Receipt Number
(Rev. 11/05)
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Arsenic Advisory
Certificate of On -Site Systems Approval /1 080094
A Certificate of On -Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block 1, Lot 9 of
Gateway to the Park Subdivision. This inspection revealed an arsenic
concentration of 47.9 micrograms per liter (ug/L) for the property's well
water sample. The Environmental Protection Agency (EPA) has established
a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water
systems. While private wells are not subject to this regulation, EPA
standards are based on existing health information and can therefore be used
to gauge the relative quality of water from private wells. information on
arsenic is available from the On -Site Water and Wastewater Program
website (www.muni.ore/onsite) or at 343-7904.
This advisory must be attached to all copies of the subject Certificate of On -
Site Systems Approval.
CV)el; 1<.••r Ie—ZR—A7
7 63 791^L
No C4 a...mss
.gl4%'1
''(/7F2,4t. 1.
c-��_
AS -BUILT
1 hereby certifythat1 have surveyed the following described
property. L O ( Vii . P Je c -k ( ,•
Sn.J ..t•y ±e �`6� t", -fr raj e/
Sirrioar lriil,713 IARIE ySet,/
Anchorage Recording Precinct,. Alaska, and that the improve-
ments situated thereon are within the pmperty lines and do not
Overlap or encroach on the property lyu+g adjacent thereto, that
no improvements on property Tying adjacent thereto encroach
on 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_ • �-r- .day of__M a!- 19fl
ROBERT C. JOHNSON a'1 c -
SCALE: Registered Land Surveyor No. 880 -LS
1" • 5'O • Bax 77-0456, Eagle River, Alaska 99577
Phone (907) 694-2343 - -.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Oh760/Dto
GENERAL INFORMATION
,Complete legal description qetieWa, 77u_ 7'zk., ,g /, 9
HAA # (7l -(O L3
Expiration Date: 9 - z - 0 4t -
Location (site address or directions) .-2O/1' ` 217L• 'Liu, Circe
Current Property owners) o/u,rt I- 6.7 ti'i ii -u 1�r.av4.4 ?t Day phone • (oily - 7'31
T26 r30u 112.% J ,i2. .
Mailing address
°r.. Lending'agency Day phone
Mailing address
Real Estate Agent Day phone
Mailing Address
Unless otherwise requested, HAA 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
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 Health Authority 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
Address /04.z/
Si/.t Phone 694 —5/`�S
t/f?'u Jw . :2 /'
Engineer's Printed Name Gftlea-roPHEi€ R"- h/oob Date
5. DSD SIGNATURE
X Approved for 3 bedrooms.
Disapproved.
By:
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
tt tYOF
<<cccrrrr(rri
J2: ON-SITE . Gs
WATER AND rn
WASTEWATER
PtM
PROG
•
•
.
••
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X
Maintenance Agreements
• Supplemental Engineer's Report
Other
(Rev. 01102)
Original Certificate Date: Cc Z - d
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:
WELL DATA'
Well type1JATt~
Date completed TS0
Total depth ' qg ft.
If A, B, or C provide PWSID #1? ; vw - Well Log 6/N) y
Sanitary seal /N) Wires properly protectedl&N) Y -(4
-
Cased to 55 ft. Casing height (above ground) - in.
FROM WELL LOG
4%3 o/eti3
30
9
g.p.m..
Static water level
1,
Well production
I
WATER SAMPLE RESULTS:
Coliform 1' Io colonies/100 ml.
Ir
Arsenic: iNik mg./I.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Mate
.
r
F �
Tank size' I, ��1U 'gal. •, Number of Compartments c2-
oundation cleanout N :'
Date 'of pum ing 1) / O/ Q 3 Pumper .J K'5 'i (d m 1p
,1,'
C. ABSORPTION FIELD DATA
Date installed'/0•-x,29 87 Soil rating (g.p.d./ft2 or ft2/bdrm) l3$ /e.System type ',vide- ira-f :ad
1 t{
i
Length tis ft Width 5 ft. Gravel below pipe 3 Va-. ft.
li'
AT INSPECTION• +'
S-ao-off
35 l ft.
5- O I °' g.p.m.
Nitrate; 0.27'& mg./I. Other bacteria C7 colonies/100 mi
Date of sample: S'=a0-0' - Collected by: "' _ _ _
Date installed
Cleanouts &Y%N)
•
F ((Y�) Depression over tank (Y �'jn , High water; alarm (YY
� � v
I:
Total depth 5'' (o eft. Eff. absorption area 4/(e ft2
Date of adequacy test 5-61-0-0
Fluid depth, in absorption field before test 4-3 in.
Monitoring tube 43 ) Depression over field A/0
Results (?/Fail) Pa434 _`
Water added `/50gai.
Elapsed Timeo?.3(_ min. Final fluid depth_ a 3 r in:
Any rejuvenation treatment (past 12 mo.) (Y&& type) 410
Absorption rate
For 3 bedrooms
New depth 41 in.
'/ SO g.p.d.
If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at
Datum
in.
Size in gallons f j f Manhole/Access (Y/N)
"Pump off–lei/el at in. High water alarm level at
Cycles tested Meets alarm & circuit requirements?
1
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septi c tank/lift station on lot 100 / On adjacent Tots
On adjacent lots
in.
Absorption field on lot /00 1 -
Public
Public sewer main nkc4- /00- '
Public sewer manhole/cleanout
Sewer /septic service line g4 -L51 Holding tank /00+
SEPARATION DISTANCES FROM SEPTIC/HAL-DING TANK ON LOT TO:
1 +-
Building foundation $S Property line -I 0— Absorption' field
/
Water main 100 Water service line 1' 2 S Surface water
Wells on adjacent lots /DOf,
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line go / _t
Building foundation
//0 / Water main
t
till :4-1M
s
It
g
Water Service line ' /O f' Surface water 2S N Driveway, parking/vehicle storage
' l ' ! l;,
Curtain drain ,''3 i ` 85 ., ' Wells on adjacent Tots /00 1 { i til '
5
F. COMMENTS
c.//4i0 YZ %) 1.27 Fok w5
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name CH,2./STVPHER__ R. WOOD
Date
5— —.Oif-
HAA Fee $
Li30
Date of Payment 2–) , 0 `'I Date'of Payment
Receipt Number c-77_ OSS S Receipt Number
(Rev. 12/01)
Waiver Fee $
E � j
I ! I
MAY -27-2004 13:39
RESIDENTIAL MTG
6948802 P.02/02
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AS•BUILT
•
1 hereby certify that I haveurve ed the following described
property. i t� 1'`. � �ld G l
er.dataAv'tfl(-r-k T✓4
Sa 1�is4r Ir t 7/3 Nj R I E 5,(14,
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
on the premises in queshon 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 2"1" --day of H.-,Y� ' 19 ?Z • "
ROBERT C. JOHNSON g& -
SCALE: Registered Land Surveyor No. MO -LS
1" — 5 0' Box 77.0456, Eagle River,•Alaska 99577
. Phone (907) 694-2543
TOTAL P.02
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
Parcel I D # OL. -1 -100\ -LLD
1. GENERAL INFORMATION
Complete legal description
HAA # t,14Ziq
Lot 9; Back 1; Gateway .to the Park Subdiv.iAion
Location (site address or directions) M.t. latiak Cuccle
Property owner Bead Chastain Day phone 696-3538
Mailing address HC 83 Box 2431 Eagle Rit/eA Road Eagle Riven, Ak. 99577
Lending agency Day phone
Mailing address
Agent 2001 REALTY Day phone 276-2001
2600 Dena i.
Addreg,$ttee Denati. Towan 4th Hoot
Anchorage, ALa4ka 99503-2785
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
3 V
XX
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
XX
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA 021
•
r.
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 Phone
S & S ENGINEERING
17n/d Ea* River Leap Read Ale_ 211¢
Address
Eagle River, Alaska 99577
Engineer's signature Date 6i -21- i
6. DHHS SIGNATURE
Approved for
By.
Disapproved.
Conditional approval for
bedrooms.
AP TI •
,o.. ._e, 1A
i Aq. o.
°It 14
11440•41.• el
IMA d
ROG[hi : `iHAFER : ` 44,�� J"eq No. 115
.1k.,-ROFFFsso` `a'
bedrooms, with the following stipulations:
Additional Comments
Date
f
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 #21
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: I -c -r &)DRse-N.4.e..i 1Z. Parcel I D
1'rkE A.{1- ►L
A. WELL DATA
Well type C714\11'cC- If A, B, or C, attach ADEC letter. ADEC water system number
� Ik
Log present &N) Date completed S 3 Driller DPn�.�
Total depth 5a t Cased to yS Casing height 1 _elA-
Sanitary seal Y N) Wires properly protected r(DN)
Date of test
Static water level
Well flow
Pump level
FROM WELL LOG
S-3fl-63
30'
9.0
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot 1 bC>
Absorption field on lot
Public sewer main
Sewer service line
gpm
?Alp,
2S'}
AT INSPECTION `
-8?
5:2-0 -83 7
p.
f ri -. 4 Ls
38'
9 P•< CD
vli—N0
f� CO N
C7 o�
F.-
o
Z
; On adjacent lots
; On adjacent lots
1 dO "k
oo �}
Public sewer manhole/cleanout b6.-
WATER
a
WATER SAMPLE RESULTS:
Coliform O 4-o"t 00 mi
Petroleum tank
Z S 14-
Nitrate
}
Nitrate 0.31 Alti-. Other bacteria It.J
Date of sample: 51- iS'9Z
Collected by
S & S ENGINEERING
17034 aegis itivier Loop Regi No. 204
Eagle River, Alaska 99577
B. SEPTIC/HOLDING TANK DATA
Date installed IO -30 -81 Tank size 1000 AM. Compartments Z-
Cleanouts P/N) V Foundation cleanout (SIN) N/ Depression (Y/Q a/
High water alarm (Y6) A Alarm tested (Y/N) il
Date of pumping S -ZD -92
Pumper T, K. Le -SS P o o L.
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot 1 o o ' On adjacent lots
o,o 1}
Foundation
es'
To property line 901 Absorption field 171 Water main/service line /0. / 4 -
Surface water/drainage 'BSS , 14.4, 4fL4-,-17-E4 /0-2 -87
72-026 (Rev. 7/91) Front - `'CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed Manufacturer
Size in gallons Manhole/Access (Y/N)
Vent (Y/N) "Pump on" level at Pump off' level at
High water alarm level Cycles tested
Meets MOA electrical codes Y
SEPARATIO
II on lot
ANCE FROM LIFT STATION TO:
D. ABSORPTION FIELD DATA
Date installed
l -?i - S'f
On adjacent lots Surface water
1
Length 45ToTAti Width
Total absorption area 41 is
Depression over field (Y
Soil rating
135416,- System type 130..6.4-,FIE404
1 1' ASSJME
S- Gravel thickness 3 11- Total depth 45j" to I -401 -
Cleanouts present (�D/N)
Date of adequacy test
Results (efail) (NCI for ()) bedrooms
Peroxide treatment (past 12 months) (Yf /� 14/4,,-1A) If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot DO
On adjacent lots ao Ik
Property line
001
To buildingfoundation 1 t/ O '
To existing or abandoned system on lot So
On adjacent lots 3' } Cutbank �+- Water main/service line lo
1
Surface water 136wPl\L 4*c 1D-7-89Driveway, parking/vehicle storage area ePOI {-
Curtain drain SS I
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signature
S & S ENGINEERING
17034 Eagle River Loop Road No. 204
Eagle River, Alaska 99577
Engineer's Name
x ' St 12 -
Date
HAA Fee $
Date of Payment 2-i
Receipt Number
*-►� _ �x
0 SI. n
Waiver Fee. $
Date of Payment
Receipt Number
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
Parcel I D # cS\ -Oi \ - cD HAA # IPA 1��(� 1 1
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 9; Mock 1; Gateway To The Path
Location (address or directions)
(b) Property owner Thadi.ub Ktot i.cfii. Telephone : (home) Business
Mailing Address
(c) Lending Institution Telephone
Mailing Address
(d) Real Estate Company and Agent TARGET, INC. Rea.Q.tot4 ATTN: Dick Btown
Address
17034 Eag.2e Rivet Loop Road, EagLe Rivet, Ah. 99577
Telephone 694-2388
(e) Mail the HAA to the following address: (or check here a if hold for pick up.)
List contact person and day phone number below:
S & S ENGINEERING
1701A Ea* Rwer Loop Road No 9O4
Eagle River, Alaska 99577
2. TYPE OF RESIDENCE
Single -Family Number of bedrooms .3
3. WATER SUPPLY
Individual WeII.B.
Community 0 Public 0
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 EXX Public 0 Community 0 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. 7/88)
Page 1 of 2
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this
Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe,
functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that
based on the information obtained from the Municipality of Anchorage files and from my investigation and
inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and
State codes, ordinances, and regulations in effect on the date of this inspection.
Name of Firm
Address
Date
$ & 5 ENGINEERINO
17034 Eagle River Loop Road No. 204
Eagle giver, AI..kd 995
Telephone
S--Zi-j0 .
ILL
..4r a
yy s .. w • 4
rt A. Shea•
, ° Ne. 1457•£ ... ,bKs7
O •°°;°°,a wwna°O' V
6. DHHS APPROVAL '- �
oi
Approved for 3 bedrooms by A0�/' Date r'/Zi /f1�y
0
Approved �— Disapproved Conditional ��
Terms of Conditional Approval
CAUTION
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
cerificated 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. 7/88) Back
Page 2 of 2
A. WELL DATA
Well Classification 6/ rk) % F Mi L1
MUNICIPALITY OF ANCHORAGE (MOA)
F ,NCHth Authority Approval (HAA)
SERVICES D(yNKLIST - FEBRUARY 1984
343-4744
MAR 3 0 1990 Legal Description* Lc't `7) £/or (( -1-
_.-4,411,0A-4
_.-4Atww-4 T the Pi r /( 5. �.
If A, B, C, D.E.C. Approved (Y/N) 044
RECEIVED
Well Log Present (Y/N) Li Date Completed 8 -30 - S3 Yield 10.
t i IP �o`
Total Depth_ Cased to S Depth of Grouting j
Static Water Level 3 `8 i
Casing Height Above Ground
3Z
11
Electrical Wiring in Conduit (Y/N)
I
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot / 00 If"
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
To Nearest Sewer Service Line on Lot
Pump Set At Ul(
Sanitary Seal on Casing (Y/N) 9
Depression Around Wellhead (Y/N)
post
• On Adjoining Lots
001
; On Adjoining Lots / OO it -
To Nearest Public Sewer Cleanout/Manhole N//R
Water Sample Collected by S S EN iNee$1.46 • Date 3 - 9 0 ►�
Water Sample Test Results �A t / �tAC f ft/- AAGterir# ANL /JifQdF IeS
Comments
B. SEPTIC/HOLDING-3
TANK DATA
d
Date Installed 7-r' Size / 000 No. of Compartments Z
Standpipes (Y/N) 1
Depression over Tank (Y/N)
Air -tight Caps (Y/N) h Foundation Cleanout (Y/N) y
iNJ
Pumping/Maintenance Contact on File (Y/N) /3/A
Holding Tank High -Water Alarm (Y/N) N/04
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
Date Last Pumped
3—.z4 —40
; for N/L4
Temporary Holding Tank Permit (Y/N)
To Water -Supply Well
To Property Line
i
et
To Building Foundation
To Water Main/Service Line 1 �t
g�
To Disposal Field I
To Stream, Pond, Lake or Major Drainage Course
Comments .�f ic-�t..K Po fitpe.ci
SS '*U)Altier if, jeci6A111 O }-iesfii)lo-z-81
-1 os Cesspool PO &pinli
72-026 (Rev. 7/88) Front
Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata / 3 S `9'/i317 Type of System Design 1A); de LIA-11Jf e.id
Date Installed (o - -2_9 - 8 -7 Length of Field Al S ' tufo, / 1
Width of Field Depth of Field . , �s5UN '-ltiwls��Pri
3
Y
Gravel Bed Thickness z
Square Feet of Absortion Area '/ l (o " Statndpipes Present (Y/N) (1
Depression over Field (Y/N) /0 Date of Last Adequacy Test 3 - / - 9 D
Results of Last Adequacy Test _ A ! , S / wC / S (/y 3 QI r eD0 M
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water -Supply Well / Od (t To Property Line 80 ' r
To Building Foundation I/ 0 i To Existing or Abandoned System on
Lot A JA- ; On Adjoining Lots 30 't
To Water Main/Service Line (b / t To Cutback (if present) A/A
To Stream, Pond, Lake, or Major Drainage Course E - 8 ,3 (Nl t;v1,10 )
To Driveway, P rking Area, or Vehicle Storage Area / 0 t
Comments A /-10V3/ 1 17A CJS G/-4 (-5/-FE
W) l -tl-I --D--A 15 3J6D / / - If - e7 . ri j, 41Z1,49/n16 AS
R -Er J 1S-0 15 E -1A -A CII - 4-61) Ai7F � Tc. tfr�✓L, R �e-1 a -erg
D. LIFT STATION k1 ""' A 2.M. 71 L.&2 r /4 Sd 9 I1 c..-1 c J�fooi r3.-"!:r-ii1D:Z
DU` I-rkfr<, G.J/z-R 5r-te2 C-01/150---.
Date Installed Dimensions
Size in Gallons Manhole/Access (Y/N)
"Pump On" Level at "Pump Off" Level at
High Water Alarm Level at N 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 effec
A G �
fiat
r.'
inspection.
Signed
S & S ENGINEERING
Company 17034 Eagle River Loop Road No. 204
Date Eagle River, Alaska 99577 .:57 y
MOA No. C
Receipt No. o7 )% a/C /
Date of Payment X% -
Amount $ /7Z)
72-026 (Rev. 7/88) Back
Receipt No
Waiver Fee. $
Date of Payment
Rfate of this
L4
.1‘114-
4•.,,jrN
tom/
A. SA.#er
No. 145741 .. Poim
I
kROFESSk
h1,��p►
Page 2 of 2
MUNICIPALITY OF ANCHORAGE '1
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION d 8 toll 06
DIVISION OF ENVIRONMENTAL HEALTH 2
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL g 8-1-.0632
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
LOT 9, BLOCK 1, GATEWAY ID THE PARK T13N, R1E, SECTION 9
Location (address or directions)
MT. KILIAK CIRCLE, EAGLE RIVER AK
(b) Applicant Name LORIE CROWDER Telephone: Home NA Business 694-5500
Applicant Address 10928 OLD GLENN HIGHWAY, EAGT F RIVER AK 99577
(c) Applicant is (check one): Lending Institution 0 ; Owner/builder ❑ ; Buyer 0 ; Other Rig (explain) REALTOR
(d) Lending Institution THE FIRST NATIONAL BANK OF AN(lephone
694-2103
Address P.O. BOX 770548, EAGLE RIVER AK 99577 ATIN: LITA FIGON
(e) Real Estate Company and Agent JACK WHITE COMPANY,
=Address-- 1092R OLD GT FNN HTC TWAY,
Telephone 694-5500
•_;' (f)Mail_ the HAA to the following address:
•FIR PTCKTIP 1W FAGT.F. RTVF.R ENGINEERING SF.RVT('F:
. "TYPE OF RESIDENCE
Single -Family Multi -Family❑
its moi.= :
,,Number bf Bedrooms ' 3
3._ .WATER SUPPLY
Individual Well cm Community 0 Public 0
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 EK Public ❑ Community ❑ Holding Tank ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
72025 (11/84)
Page 1 of 2
a ENGINEERING FIRM PROVIDING 3PECTIONS, TESTS, FILE SEARCH, DAT :ND 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 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 EAGLE RIVER ENGINEERING SERVICES Telephone 694-5195
Address P.O. BOX 773294, EAGLE RIVER, AK 99577
Date J/ 3/5'7
•
0c')i= - Ettginec�rs`Se`a?'9
so
4H
• - -•••O\M•.I •,
•
�ort LouisA.Butera ?,� s:"... CE -6736 �
"MV
tJ •.
`4%ROFsSOsPk
•
6. DHEP APPROVAL`
Approved for` / " 3) bedrooms by
Approved 4� Disapproved
Conditional
Terms of Conditional Approval
A./O fG
/488.
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Page 2 of 2
72-025111/841
A. WELL DATA
yy PF ANCHORAGE (MOA)
N,GtPPIIIH y'Rt JTHORITY APPROVAL (HAA)
1P3EN`ftROvPPc 3 1HE�KLIS264-4 20T - UARY 1984
N DLegal Description: �c "/ l `
RECE�v E 7.; rAe- ' If T/34, / s-ec
Well Classification #i " / "- t If A, B, C, D.E.C. Approved (Y/N) 't'�`E
Well Log Present (Y/N) YIS Date Completed '/ 367/,9- 3 Yield -S --5- o1'.7 TES r60 9/FYI 7
Total Depth S8' ' Cased to 5-8 / Depth of Grouting /i//4
37 ' •9-o-, 7-0- 47F C s' s Pump Set At 4-'r'^
Casing Height Above Ground 3 ca. " Sanitary Seal on Casing (Y/N) Y
Electrical Wiring in Conduit (Y/N) Y Depression Around Wellhead (Y/N) /L
Separation Distances from Well:
To Septic/Holding Tank on Lot /Go ; On Adjoining Lots tloo
To Nearest Edge of Absorption Field on Lot 7 -/co / ; On Adjoining Lots ticd'
To Nearest Public Sewer Line ilJA To Nearest Public Sewer
Cleanout/Manhole ivA To Nearest Sewer Service Line on Lot lei '
Static Water Level
Water Sample Collected by —^5,• -veer
Water Sample Test Results CO /,'
Comments
; Date
C..1 7 ^'%.
B. SEPTIC/HOLDING TANK DATA
Date Installed /5' 7
Standpipes (Y/N) Y
Size lot'v 5` / No. of Compartments
Air -tight Caps (Y/N) Foundation Cleanout (Y/N) 7
Depression over Tank (Y/N) /✓ Date Last Pumped .f%'^' lv,,s y-�
Pumping/Maintenance Contract on File (Y/N) N/' • for N�
Holding Tank High -Water Alarm (Y/N) Ni` Temporary Holding Tank Permit (Y/N) ;VA
Separation Distances from Septic/Holding Tank:
/
To Water -Supply Well /6767 / To Building Foundation ,?5
To Property Line % / ' To Disposal Field / 7
To Water Main/Service Line *fo ' To Stream, Pond, Lake, or Major Drainage
8s' bt[s: v''v igna...tsiL (WR8j-058) ic'/+-/8¢ --5.M
Course
Comments
Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata 133 4//ssr
Date Installed
/9S7 Skc Ocfrd 29
Width of Field '-
Type of System Design
Length of Field
Depth of Field S 6 T.d.
Gravel Bed Thickness
.O.-4 , ,?5 P4./
7 f /
3%
Square Feet of Absorption Area4,46 Standpipes Present (Y/N)
Depression over Field (Y/N) /✓ Date of Last Adequacy Test �/c
Results of Last Adequacy Test New CC, 'VS , c_fie'' — /14 7es /
Separation Distance from Absorption Field:
To Water -Supply Well /�O To Property Line Po''
To Building Foundation //6' To Existing or Abandoned System on
o/
Lot � � On Adjoining Lots
To Water Main/Service Line 7"/0 ' To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course
8 S — 3 [i. ,
t i
To Driveway, Parking Area, or Vehicle Storage Area /1'
Comments L.."
n)/4
/..✓,rpt//e../ Ay Co.+lsnc%''..- oa.rf..//
f. XGA✓rs "err
w,/I r.ii's.row, )i. },/visit ,-�a.(c S..»......�. of
`t"S c,
e,r.s.cecph 64
D. LIFT STATION
AA
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 the ed, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed - Date /47/3 % 7
Company /=/e✓`s
-06/-O o/
MOA No / .2 ‘_s --
Receipt
S"Receipt No. T
Date of Payment /.//3/1 7
Amount: $ ,o g�
�
Page 2 of 2
72-026 (11/84)
Eagle River Engineering Services
P. 0. Box 773294
Eagle River, AK 99577
694-5195
....'"‘VV11%%Vti
E` f
Ark rineeri S9ar.;- 3,
.:-� •.T`
*:49TN
/_. •
••s••...--1.•-•.�
Tf p Louis A. Bufera 4/
,� 6,c•• CE -6736 1,(7.74/
If1'TFO �••.•.••'�tc�_�
Municipaity
of
Anchorage
October 2, 1987
P.O. BC'196650
ANCHORAGE, ALASKA 99519-6650
(907) 343-4200
TONY KNOWLES,
MAYOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
Lou Butera, P.E.
Eagle River Engineering Services
P.O. Box 773294
Eagle River, Alaska 99577
Subject: Lot 9 Block 1 Gateway to the Park Subdivision
Waiver Request WR87-058
Dear Mr. Butera:
Your request for a waiver of the 100 foot separation required
between surface water and the septic system on the subject
property has been granted. The required setback to the two
streams coursing along the approximate north and south
boundaries of the subject lot has been waived to 85 feet.
The existing septic tank and absorption field must be relocated
from their present positions to meet this 85 foot setback
requirement.
Your waiver application indicated that due to the location of
streams along both property lines, it is not possible to locate
a septic system on the lot and meet the 100 foot setback to
both streams.
A field visit by department staff confirmed that a setback of
85 feet is the maximum distance that can be practically
achieved between a septic system and surface water on this lot.
This waiver is valid for the existing three bedroom single
family dwelling only. This waiver does not apply to future
upgrades of the septic system.
Sincerely,
Step en S. Morris
Civil Engineer
On-site Services
cc Gus Andress, P.E., Manager, On-site/Water Quality
EAGLE RIVER ENGINEERING SERVICES
Iou Buten, P.H.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone (907) 994-5195
September 25, 1987
Mr. Steve Morris
Civil Engineer, On-site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
REF: Lot 9, Block 1, Gateway to
Dear Mr. Morris:
the Park
MUNKIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
SEP 2 51987
RECEIVED
On behalf of my client, Mrs. Lorie Crowder, I am submitting the
information necessary for your determination of a waiver of separation
distance, surface water to septic leachfield and tank to 85' and 56'
distance respectively.
The prospective site for the leachfield has been explored and is
located on the attached plot plan. A test hole excavated to 14' depth
has shown a soil rating of 138 sq.ft./B.R. which is uniform thru the
depth of the test hole. We are proposing a series of trenches located
across the slope, as the site topography is unsuitable for bed or
drainfield type systems. The proposed trenches would contain a gravel
depth of 6' and would be positioned at 7' total depth insulated and
covered. Two trenches would be required, each 17.25' long. This
would allow the leachfield to be located 86' from the closest point of
creek. . 446* 1�.. a /.s�cafe a by
R . 4. P.
the lot and the original septic
As
there is existing use
system installation was
we are faced with obtaining the best compromise solution
that is also cost effective for the owner. For this reason we are
also asking that the septic tank be allowed to remain in place with
the stipulation that the tank be uncovered and couplings be checked
and tank lids be sealed. It is my opinion that destroying the tank
the
would lead to a greater chance polluting the creek during
destruction process.
Please incorporate in to your decision our phone discussion and
field notes taken during your site inspection.
If there are any
contact me at 694-5195.
Sincerely,
Louis Butera, P.E.
LAB:bls
Attachments
concerns or questions, please feel free to
` LJA ! /i 1 1 tirl C 00 (SYN
SPECIFICATIONS FOR ON-SITE SEPTIC -,YSTEM
LEGAL: LOT 9, BLOCK 1, GATEWAY TO THE PARK
A. GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of
Health and State Department Of Environmental Conservation require-
ments.
4. All soil tests are advisory to the design and are to be verified or
modified in the field by the engineer.
5. All excavations and depths are advisory and are to be verified or
modified in the field by the contractor to meet Municipality of
Anchorage, Department of Environmental Conservation requirements.
6. The excavation is to be exactly in the area shown on the site plan,
any deviation requires engineer approval.
7. It is always recommended that a surveyor locate the nearest lot line
position and the location of any easements.
B. TRENCH
1. The trench is to follow the natural land contour to maintain uniform
total depth of the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 7' at any
point.
4. The sewer line is to replace the existing sewer line that leads to the
existing bed.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth
of 4' or equivalent is to be placed over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of
surface water runoff.
8. The septic tank and leachfield must not be closer than 100' to any
existing private well, 150' to any Class "C" well, or 200 feet to any
community well.
RECOMMENDED LEACHFIELD DIMENSIONS
TOTAL DEPTH = 7' GRAVEL DEPTH = 6' TRENCH LENGTH = 35' TRENCH WIDTH = 30"
Soil Rating = 138
Bedroom Capacity = 3
Septic Tank Size = 1000 EXISTING
NOTE: SEPTIC SYSTEM TOTAL DEPTH REQUIRES 2" INSULATION OVER TRENCHES AND SEWER
LINES WITH 2' SOIL COVER.
HORIZONTAL MEASUREMENTS TO CLOSEST POINT OF CREEKS SHOULD BE GREATER THAN 85'
DISTANCE. SEPTIC TANK MANHOLES WILL HAVE TO BE UNCOVERED AND SEALED AND
CONNECTIONS VERIFIED AT INLET AND OUTLET OF TANK.
APPLIC"IT FILLS OUT UPPER HALA ONLY
Property Owner
(�'' ,�.,-F�
1.1ailing Address` - E \i (1 Z, r: 15 T1llE v: TE2Oftip Code Q" SQ/
Phone
07 • -€5.5k,
Buyer trR`-( Na- M i T,f--e- Z / Tem 6E2
C-7 I Cit 2
Zip Code
Address C/Q Q 17._ �- . (-..- ie.
Lending InstitutionPhone
e40&----,-).7--
!//✓/OIJ
Zip Code
17 7C--6 sY 3
�.
,FED. Q1kc ,90
Address /.3'A, (--d -
Realty Co. & Agent %1(e- 6c.„, H',,7-&-- CU , ‘, y "ZAi
Address F+- Code
Phone
0777-, fs3
/4
40 -At
Legal Description [ 0 / ,GLOC.C� / ,?/f_' �✓ T T/i 4iip.0
Street Locatim "LJfp-E /%ic;LO /iti 77 (S .°P1 f&
Type of Residence
Single Family 2
❑ Multiple Family No. of Bedrooms/l
(APPROVED BEDROOMS
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL'
DATE 1 - 3 t - 1
D Other
Water Supply
ja.Jpdividual
❑ Community
❑ Public Utility
ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.
For wells drilled prior to that date, give well depth (attach log if available).
Sewer Disposal
^-?t
❑ Public Utility
❑ Holding Tank
Year Individual Installed: i /Q a""
When Comected to Public Utility:
Well To Absorption Area (/ 13'
Well to Tank / 0 O
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
Date
Date
Date
Date i` 444 e
0
Inspector
(L�
Inspector
Inspector
Inspector'' - r\ ,
�lllr�
l
/_ ��
Field Notes: C) • U ,11
V - Ls cs-f
r1 CJ
(APPROVED BEDROOMS
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL'
DATE 1 - 3 t - 1
'CONDITIONS OF APPROVAL
BY: C-3.-4--\ L -C)52.-.-.17-..-
Soils Rating
1.)-S
Date Sewer Installed
i- - 07 3
Well To Absorption Area (/ 13'
Well to Tank / 0 O
Well Log Received /.�1+&'t—F" t
Septic Tank Size 1 0 , O