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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 5H LT 17AOnsite File
b 0 t '0'0 k Vi* e wi Cree
The subsurface drain near the driveway does not
appear to m- - required separation • the
This is to be • • - - •' prior to COSA approval.
e
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP211404 PID Number: 020-561-24
Dwelling: Single Family (SF) E] with ADU F-1 Duplex (D) F1 Two Single Family Project: n New nN Upgrade
Name
JOSEPH HORNING
ABSORPTION FIELD
owql��
❑ Deep Trench n Wide T�nch El Bed nE Mound
Site Address
*ANCHORAGE,
8341 BYRON DRIVE AK
El Other
Phone
Number of Bedrooms
Soil Rating
depth from original grade
907-227-2388
1 4
lotal
**4.0 GPD
_JMA 6 11,11 F
LEGAL DESCRIPTION
Depth to pipe invert from original grade "—
SEE DWG. Ft.
rrave'e'ptib—en—ea—t?Fpipe'
0.51 Ft.
Subdivision Block Lot
RABBIT CREEK VIEW & HEIGHTS; BLOCK 5H, LOT 17A
Fill added above original grade
Gravel length
Township Range Section
SEE DWG. Ft.
42 Ft.
N/A
Gravel width
20 Ft.
Beds: Number of Lines
4
Distance between lines
5 Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
840 Ft2
Ft.
Well
**50'+
**50'+
-
25'+
TANK [I Septic El S.T.E.P. El Holding 171 Other
Manufacturer
Caoacitv
Surface Water
**501+
**50'+
-
Gal.
Material
Number of compartments
Lot Line
**1 0'+
**5'+
-
NA
Foundation
10'+
10'+
LIFT STATION
Manufacturer
EXISTING PUMP VAULT (MOVED)
Capacity
Gal.
110
Remarks *EXISTING **AW WTS
Alarm location
REMOTE MONITORING
Electrical installed by
A & A SERVICES
tz) iol 2,e
Tank
PIPE MATERIAL House to tank Tank to
D1785
Installer
A.C.E.S.
Drainfield D1785 CO/MT D3034
Inspector GEG AND M.O.A.
BENCH MARK (Assumed elevation) 100.00 ft
Inspectes:tion 1a1 917/2022 9/9/2022
Location and description
da2nd
31d 41h I
BOTTOM OF TRIM AT NORTHWEST CORNER OF HOUSE
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineers Stamp
Conditional Approval: Date
4 T
Septic Sy
Approvedste Date Ile, zloA
e reyes,..:
CE -795
fq
Note: this approvalhoes not include well permit requirements.
ke
k�
#A ECC884
(Rev 05102/18)
A
10
PERMIT NUMBER: PARCEL ID NUMBER:OSP221404 RECORD DRAWING
020-561-24
A B
MTI 55.5 71.2
MT2 37.6 57.0
MT3 63.1 39.7
MT4 753 58.4 / / "---
NOTE: PIPE LOCATIONS ARE /
SHOWN PER GEG SHOTS GENERAL AREA OF CURTAIN DRAIN
/
TAKEN WITH LEICA DISTO / DISCHARGE (50'+ FROM TANK AND DRAINFIELD
S910 LASER DISTANCE /
METER. SWING -TIES TO /
HOUSE CORNERS WERE /
GENERATED IN AUTOCAD. / RABBIT CREEK
VIEW & HEIGHTS;
BLOCK SH, LOT 18A
SHED
ASSUMED LOCATION OF
EXISTING DRAIN LINE
NEW DRAINFIELD
APPROXIMATE 50' RADIUS
--�
EXISTING PUMP VAULT MOVED T
CLOSER TO FIELD TO ALLOW LINE �v
TO DRAIN BACK TO PUMP VAULT 6-
0 Lal'- /
L7 q Z, It
RADECK
BBIT CREEK \
VIEW & HEIGHTS;
BLOCK 5H, LOT 16A A \
v ! 9- 117 tv
EXISTING
HOUSE '
EXISTING TANK AND TREATMENT POD , s* ; • :•',!..�.� ��:.•� sa.
DRIVEWAY
.,• ,$off+
` APPROXIMATE 50' RADIUS ! .. N
SCALE: /
1"' 40'
CF
ky
4�.........�...................♦
ENGINEERING SALES CONSULTING10
.^
3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99307 • PHONE (907)3314179- FAX (907) 33&3246' WEBSITE: w .ganesseng;neenng c m Ai. ri :� �� � „e,,,, r.. •.,.
' .. 1..�,......... 'rr
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Jleffrey A G mess . 4r0
JOSEPH HORNING 907-227-2388 2 OF 3 ♦jai• (J C7 -79P3
LEGAL DESCRIPTION: DRAWN BY: ♦+♦ / p Z3
RABBIT CREEK VIEW & HEIGHTS; BLOCK 5H, LOT 17A D.J.G. • ''p••�, e,'••"'�� .'
TYPE OF WORK: DATE: LICENSE���"R*F,SS S .
SEPTIC DRAINFIELD RECORD DRAWING 10/9/2023 - #AECC884 .00,
�._ rtgroIsC—A ► h-7.J2U
PERMIT NUMBER:
OSP221404
T.H.#1
4
0
0
0
/ORIGINAL GRADE AT
HIGHEST POINT = 96.0
MT
2.5'
FINAL GRADE = 100.79-101.04
2" INSULATION PER CONTRACTOR
RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 87.00
G.W. AT 94.8T ON 9/7/2022
DRAINFIELD PRESSURE DISTRIBUTION PIPING
• 1.25' PVC WITH 0.25' DIAMETER HOLES DRILLED 24" ON CENTER
• SUBSURFACE DRAIN WAS INSTALLED ON 8/1112022
• IT SHOULD BE NOTED THAT AUGUST OF 2022 THERE WAS A
SIGNIFICANT AMOUNT OF PRECIPITATION
FILTER FABRIC
FILTER SAND
PUMP VAULT
TOP OF PUMP VAULT = 97.
FROM AX -20
PIPE INVERT AT INLET = 93.85
BOTTOM OF PUMP VAULT = 89.16
1
Ltd
' ENGINEERING � SALES � CONSULTING __ .....
3701 E. TUDOR ROAD. SUITE 101 -ANCHORAGE. AK 99507' PHONE (907) 377 179- FAX (907) 376-3246 - WEBSITE:—g—css n pnemmgcam
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
JOSEPTH HORNING 907-227-2388 3 OF 3
LEGAL DESCRIPTION: DRAWN BY:
RABBIT CREEK VIEW & HEIGHTS; BLOCK 5H, LOT 17A D.J.G.
TYPE OF WORK: DATE:
SEPTIC TANK PROFILE 10/9/2023
PARCEL ID NUMBER:
020-561-24
MOUND WAS TOPSOILED AND
SEEDED IN FALL OF 2023
SLOPES VARY FROM 22%-34%
MT
2.5'
BOTTOM OF EXCAVATION = 93.00
TO DRAINFIELD
V 1
OF
�; : ♦�
AV
•• * #0
4
IN ....... �
. �...�................
0•�R..�:.�•.U..::::::. .i
I'c�^ J� IeyA�Garnlss .'� _ip
0Aw
0 0� CE-7953AV
LICENSE,�R�®S®® ®.®�
4AECC884
TOP OF SAND = 98.00
0
INVERT OF DISTRIBUTION
LINE = 98.51
2.5'
BOTTOM OF EXCAVATION = 93.00
TO DRAINFIELD
V 1
OF
�; : ♦�
AV
•• * #0
4
IN ....... �
. �...�................
0•�R..�:.�•.U..::::::. .i
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LICENSE,�R�®S®® ®.®�
4AECC884
A&A PROFS SSIONAL S�'i>E R`3ICDE'S
907-227-6040 May 25, 2023
bridger.aafedt@yahoo.com
8040 Sundi Way To Whom it May Concern,
Anchorage AK, 99502
This is Bridger Aafedt representing A&A Professional Services regarding electrical
upgrades to the septic system at 8341 Byron Dr. Replace to damaged junction box
and re wire. All work was completed to manufacturer specifications and national and
local electrical codes. Work was completed on9/30/23.
Sincerely yours,
Bridger Aafedt
Alaska Business License # 1063615
Municipality of Anchorage Contractors License #CON13887
Alaska Electrical Administrator License #170578
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MUNICIPALITY OF ANCHORAGE
tt�cnr
. _ . On -Site Water & Wastewater Program
PQ Box 196650 4700 Elmore Road
n �
l Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
CH OR PUel)artmcnt
'NG
On -Site Wastewater Disposal System Permit
Permit Number: OSP211404 Effective Date: 10/8/2021
Work Type: Septic Upgrade Expiration Date: 10/8/2022
Tax Code Number: 02056124000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 5H LT 17A G:3341
Site Mailing Address: 8341 BYRON DR, Anchorage
Owner: HORNING JOSEPH & SALEN Lot Size in Sq Ft: 36916
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4
This permit is for the construction of:
Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
45 Special Provisions: The pond is to be removed and the discharge from the subsurface drains are to be 50' or
more away from the field prior to Inspection Report approval.
Received
Issued By
Date: /0
Date:
FOCPAU A
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section --� Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 020-561-24
Property owner(s) JOSEPH HORNING
Mailing address 8341 BYRON DRIVE *ANCHORAGE, AK
Site address 8341 BYRON DRIVE *ANCHORAGE, AK
Day phone 907-227-2388
Legal description (Sub'd., Block & Lot) RABBIT CREEK VIEW & HEIGHTS; BLOCK 5H, LOT 17A
Legal description (Township, Range & Section)
Lot Size
Sq. Ft.
Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Fx_j
Initial ❑
Single Family (SF) El
(w/wo ADU)
Septic Tank
❑
Upgrade RXDuplex
(D) E]Holding
Tank
❑
Renewal ❑
Multiple 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.
Z_
(Signature of property owneY or autBorized age
Permit/Rush Fees: 4 5 9 5 Waiver Fees:
Date of Payment: Za 0 O2 1 Date of Payment:
Receipt Number: 02;Z3 %G Receipt Number:
Permit No. d S P.2 11 `-i 0 `-{ Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
Page 2 of 2
• Required FTI = 150 FTI (see page 2 of 3 of the attached design)
• Horizontal Area
o We are proposing 2 feet of sand below the initial foot of organics which equates to 2 feet
of horizontal conveyance per linear foot of bed.
o The proposed bed is 20 feet x 40 feet
0 20 ft width x 2 feet of sand = 40ft2 x 2 sides of the bed = 80 ft'
0 40 ft length x 2 feet of sand = 80 f12 x 2 sides = 160 ft'
o Total absorption area = 80 ft' + 160 ft' = 240 ft'
6. WAIVER: We are requesting that your department allow for the proposed bed to be 20 feet in width.
Justification for allowing this are as follows:
• The proposed bed will be pressurized, allowing for a more even distribution of effluent throughout
the proposed bed.
• There is a sand filter, this will help distributing any "hydraulic" mounding that may occur prior to
reaching the underlying native material.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
Presid
, M. S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211404, Deb Wockenfuss, 10/08/21
2
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Permit Number:
Tax Code Number:
Work Type:
On-Site Water & Wastewater System Permit
OSP151016
02056124000
WellSeptic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Initial
Permit Effective Dates: March 13, 2015 to March 12, 2016
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING
Subdivision: RABBIT CREEK VIEW & HEIGHTS
Site LegalAddress: RABBIT CREEKVIEW & HEIGHTS BLK 5H LT 17A G:3341
Owner/Address: KARASHCHUK BOGDAN PETROVICH
50% & KARASHCHUK OLEG PETROVICH 50% 2320 E 66TH AVE ANCHORAGE AK 995070000
Site Mailing Address: 8341 BYRON DR, Anchorage Lot Size in Sq Ft: 36916
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field N SepticTank N Holding Tank N Privy Y Private Well N Water Storage
All construction must be in accordance with: 1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By: h~
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
Mayor Dan Su#ivan
Phone:907-343-7904
Fax:907~343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Property owner(s)
Mailing address
Site address ~'~/~l I~¥/'0~ ~__¢'
Legal description (Sub'd., Block & Lot) . ¢,~{ ~--,~'- Vie. to
Legal description (Township, Range & Section)
Lot Size '~ [~ ~ I ~ Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
([] all that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
THIS APPLICATION IS AN:
Initial ~
Upgrade []
Renewal []
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
I certify that th~ above information is correct. I further certify that this application is being made
for a Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of p~operty owner or authorized agent)
Permit/Rush Fees: ~'~(~ ~-'flf '~' ¢'fl2~('~')Waiver Fees:
Dateof Payment: f/~¢¢~ ~¢ Dateof Payment:
Receipt Number: ~ ~ Receipt Number:
Permit No. ~ ~/~/0/~ Waiver No.
G:\Building\On Site\Forms\Client Forms\Permit App 010411 .doc (Rev. 1/11)
Michael N. Anderson, P.E.
Civil/Structural Engineering & Construction
4661 Natrona Avenue
Anchorage, Alaska 99516
Phone 345-3377
Fax 345-1391
March 11, 2015
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Fax 249-7847
Re;
Legal:
Well and Septic System Design
Rabbit Creek & Heights S/D Blk 5H, Lot 17A
To Whom it may concern:
This letter is a request for a new on-site septic and well permit. The test hole was completed in August 2014
to monitor the water table. The water table was monitored tkrough the fall season but nothing moved.
Since we had data from Lot 16A we went with the data. A curtain drain ~vas installed 50 feet uphill of the
proposed system to lower the water table during the expected spring runoff. The perc was 44 rainutes
therefore we will be installing an Advantex system with an application rate of 1 GPD/SF. Clean sand MOA
filter sand will be used under the proposed bed to raise the system above the water table, similar to Lot 16A.
We are also requesting a ~operty line waiver of zero feet from the west property line. The neighbor has
approved this a_n&.$_~._~__tmr cf non vbj~ficn wi!! fo!!ew th. ia zubniKal. Additional filI will be required
around the full basement wall and will be sloped at 3:l min. A.k~4, p~.[ [O~e~/-
The only system near the new proposed well is the neighbor to the east which this design will not impacts.
This system can be installed without impacting the neighbor on lot 16A and the neighboring wells/septic
surrounding the site, see the site layout. No open water or steep slopes existing within 100 feet of the
proposed design, t.o ~ t~0gl~'-ta,~ a,O az~.a,~ q~x~_ ~,~o~ 4-0
Please call me if you have any questions.
Sincerely ~/~
Michael N. Anderson, P.E.
/.,,.e~ ~[- ~. '("-Vt ~TOPSOIL AND VEGATATE
DESIGN CRITERIA: f ~O~,,~ ~. D ~r..,~ -v~ / ~-FIL.,.'r~R. FABRIC .
/ ~W ~t~,~ /~-1.25 ~ PIPE W/ 3/16
4 BDRM X 150 = 600 GPD iF, / //// HOLES AT 48' O.C. WP.
SOILS = 600/1.0 = 600 GPD "_ ~,
I~ d-Z.' I~-~.~ 2,0 __ - · ~. 6'_OF SEWER ROCK
0,5' EFFECTIVE I "-MOA APPROVED FILTER
15' WIDE ML/GM SAND
40' LONG
ALL SLOPES TO BE 3:1 MIN,
10 __
SEPTIC FqELD SECTION
VIEW & HEOHTS / CUEI'NN DRAIN I B~IEKw ~ HEIGHTS
. / _.~E~ .~..H~G_HT~_.. / / ///JS, ABBIT CRE HOLDING TANK~ ! ~ I
~% / ~ ~ / /~ 'BLOCK 5H. LOT 17AI ~ ~'/
,~ ~_ ~~ / //' PROPOSED D~IN i ~
[~ PROPOSED D~INRELOI
~>," ~
RABBIT CREEK VIEW &NEIGHTS BLOCK5H, LOT 17A · ~/ 49~ ~ '~
Anchorage, Alaska ~...~ ................... ~.....~
~.~.? ............................... m.~
N.
Michael ~n.er~n, DATE: 3/5/20~ 5 , u~,
~ICHAEL N. ANDEESON~
4661 NATRONA AVE. DRAWN: D JR 'e;~... ~/ll/(c
ANCHO~GE, A~ 99516 ~.~ ' · ........ '
(907) 345-3377/F~: (907) 345-1391 SCALE: 1"=~ 00'
BBJT CREEK %/
BLOCK 5H, LOT ~OA /~ ~' '~,
NO SLOPES >25~ OR / / / 201~
/ / / ' J ~SECOND~ BED
.~'/.~'~ ................ k / ~o~ o~ ~o~
/ / ~0 / / ~N~E~ AND
.-/~~~~..----Y /
Sept,c Design Prepared for~..~
BOGDAN ~RASHCHUK
~o~, ~,~ [~ .........................
Michael
N.
~n~er~n, P.E. DATE: 3/5/2015 .
~.~ MICHAEL N. ANDERSON~
~.' [~% No..CE, 9469
4~ NATRONAAW. ~*A~N: ~, ~;~..~Z</~...,
ANCHO~GE, A~S~ 99516 .~
(907) 345-3377 / F~: (907) 345-1391 SCALE: 1"=50'
40'
I /--MOUNDED SYSTEM
ADVANTEX - ~ ./ ~' /
/0(20 POD-.-x. ~ , ~. ,~ ~p
- -'--" 1 500 C, ALLON ~ '~//
ELEVATION
NOTE:
1. ADVANTEX AX-20 BY
ANCHOEAGE TANK, INC.
BOGDAN KAF~SHCHUK .,,..~ ~.~ ...............
F?"
RABBIT CREEK VIEW & NEIGHTS BLOCK 5H, LOT 17A ~..' ,4-9) H
Anchorage, Alaska ~ .,,,;~;~:~,..~, ....................... ~......~
¢..&.¢~.14....: ....................... :.....¢
Michael N. Anderson, P.E. DATE:3/5/2015 ~,~"... No.¢¢E,9469
4661 NATRON^ ^VE. DRAWN: D JR "e~,~°...
^NCHORAE;E, ALASKA 99516 "e~.~) ..?;...; ......
(907) 345-~?? / FAX: (907) 345-1391 SCALE: NOT TO SCALE ~e~C~'ESS\_~O~
Municipality of Anchorage
Development Services Department
Building Safety Division
' On-Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 195650 Anchorage, AK 99507
LegalDescription: ~-'ah~,~--~"~C'~*JVl'Ct~ ~t'~ ~.~ Township. Range, Section:
6 ~'/'/ ¢-¢'-r~-.,¢. S,ope
www.ci.anchoraqe.ak.us .~_~ NttCHAEL N. ANDERSON
(907) 343-7904 t~l~,~'o CE-9469
Sbils Log - Percolation Test II~FJ ~;::z
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Site Plan
COMMENTS
WAS GROUND WATER
ENCOUNTERED? ~*~¢"~ ~' S
L
IF YES, AT WHAT DEPTH? ~'~/~" ¢' O
TEST EUN BE~EEN ~ FT ~D ~FT
Reading Date Gross Time Net Time Depth to Water Net Drop
· CERTIFY THAT THIS TESS WAC
PERFORMED BY: }~"~,. ' IN EFFECT ON THIs DATE. DATE: t/~,,~/T~-
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES
Performed For:
Legal Description:
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Municipality of Anchorage
Development Services Department
Building Safety DMsion
On-Site Water and Wastewater Program
4700 Elmore Read
' P,O. Box 196650 Anchorage, AK 99507
www. cL anchoraqe.ak, us
(907) 343-7904
Soils Log - Percolation Test
Slope
;*: 49~ ~:~ '-.-~
' ~ ~ICHA~L N, ANDERSON
t'~ '* CE- 9469 ,.~;
Date Pe~orm~: ~
lownship, Ran~o, Soction:
Sito Plan
If YES, AT WHAT DEPTH?
Depth to Water After
Monitoring?
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COMMENTS
Reading Date Gross Time Net Time Depth to Waier Net Drop
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
CERTIFY THAT THIS TEST)~VAS ~,
(,)6 ' 8 9 70 7
•; Municipality of Anchors ti
a JUN 1 Z-..-._ y-
On-Site Water and Wastewater Program 9 2017< I1
(907) 343-7904
Certificate of On-Site Systems Approva 6 8 g
Parcel I.D. 020-561-24 Expiration Date: q-2_ -11
1. GENERAL INFORMATION:
Complete legal description Rabbit Creek View& Heights; Block 5H, Lot 17A
Location (site address) 8341 Byron Drive*Anchorage,AK 99507
Current Property owner(s) Bogdan Karashchuk Day phone (916)248-6166
Mailing address 8341 Byron Drive*Anchorage,AK 99507
Real Estate Agent Kathy Fernandez Day phone 441-9000
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
O Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ® Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: ABSOP)PTION FieLD 40 SURFACE WATER Distance: 901
Received by: Date: /22 / (
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 52c.. ' Waiver Fee $ $59
Date of Payment to -f Date of Payment C. -tot —1 1
Receipt Number 00 -' G1 Receipt Number o0`-1(0106\
COSA# (5 5C.11 1;k(S Waiver # D3V t 1(O 53
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: b(I iii
�oQoop�4
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o OF A \, ,,
in accordance with the guidelines and regulations established by the Municipality of Anchorage and fl ••. !��O
industry practices. The reported results describe the condition of the system/s on the date/s of the ,..L.:::,7 ' -'.-
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or O �'v V
encroachments may exist that were not identified during the evaluation. The operational life of all wells 0 * . •,�*OQ
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
I VA
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and oq v
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the Vn f r A. • tress c
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of vo ° �D�
9.ll E-� 79 3 •'
the well or septic system. GEG makes no representation whether an alternative well or septic system In�s c O
can be installed on the property in the event either of the current systems fail to perform adequately in Up}e,.P '��.1 1• _�t,,o
the future. The content of this report is for the sole benefit of the person/party that retained GEG to °p ;$0, o
perform the evaluation. Reliance upon the information provided in this report by any other person or Op/' oo C:
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right �0
whatsoever. SJ WO� ND Cn
s4 c
6. DSD SIGNATURE n WASTEWATER t
System #1 Approved for 3 bedrooms PROGRAM
System #2 Approved for bedrooms .1?,l,,- GC`s
Disapproved
Conditional approval for bedrooms, with the following stipulations:
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t 1 ca.,;,,..-.1. v./ cfr .,c t.5 Q l / vl6 J6 -‘....014, r
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,LII. '1(:‘ �• i h \)464"4"•0 0 pAiA1/41 4.rti
21 By: [ 14"N, r- Original Certificate Date: b 21-1
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 › Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheel_10-10-12.tloc
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: Rabbit Creek View & Heights; Block 5H, Lot 17A Parcel ID: 020-561-24
Surface water was observed coming from the base of the
A. WELL DATA well casing upon arrival on 6/7/2017 (see attached image).
Well type Private If A. B, or C provide PWSID# N/A Well Log (Y/N) Yes
Date completed 8/16/2015 Sanitary seal (YIN) Yes Wires properly protected (Y/N) Yes
Total depth 121 ft. Cased to 121 ft. Casing height (above ground) 18"+ in.
FROM WELL LOG AT INSPECTION
Date of test 8/16/2015 6/7/2017
Static water level (Artesian) ft_ (Artesian) ft.
Well production 20+ g.p.m. 3.8+ g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml. Nitrate 0.318 mg./L. Collected by: GEG. Ltd.
Arsenic: ND<5 ug./L. Date of sample: 5/15/2017
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Fiberglass Date installed 7/30/2015
Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Yes
Foundation cleanout (Y/N) Yes Depression over tank (Y/N) No High water alarm (Y/N) Yes
Date of pumping Advantex Pumper
C. ABSORPTION FIELD DATA *Below Existing Grade at MT1
Date installed 7/30/2015 Soil rating ..p.d./fior fObdrm) 1.0 System type Bed
Length 40 ft. Width 7-26 ft. Gravel below pipe 0.5 ft.
Total depth *4,4+ ft. Eft. absorption area 600+ ft Monitoring tube Yes Depression over field No
Date of adequacy test 6/7/2017 Results (Pass/Fail) Pass For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 763 gal. New depth 3,25 in.
Elapsed Time: 1440 min. Final fluid depth **1 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) None Known If yes, give date —
**See attached field data.
*See Anchorage Tank inspection report.
D. LIFT STATION **Unknown, electrical work was performed by owner.
Date installed 7/30/2015 Size in gallons 100 Manhole/Access (YIN) Yes
"Pump on" level at *32 in. "Pump off" level at *22 in. High water alarm level at *36 in.
Datum Bottom of Tank Cycles tested * Meets alarm & circuit requirements? **
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100 + On adjacent lots 100'+
Public sewer main
75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line *0' Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water **96' Driveway, parking vehicle storage ***0'
Curtain drain None Known Wells on adjacent lots 100'+
F. COMMENTS
*WR#OSP151017 **See attached waiver request. ***Appears that the area over the
drainfield could be used for parking. (See attached letter regarding groundwater intrusion)
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G. ENGINEER'S CERTIFICATION v�'- OF. 't
L.IN
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I certify that I have determined through field inspections and Q , ' 4* T •.v
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review of Municipal records that the above systems are in 4 D
conformance with MOA COSA guidelines in effect on this I
riv
date. efr'•_
.. Garnes,' Q
Engineer's Printed Name JEFFREY A. GARNESS 4v09j % E-79 •'•4opp
Date 0/4/7 Q�e'' P a
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(Rev. 11/05)
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GRAPHIC SCALE: 1 Inch = 40 Feet
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I hereby certify that the property described 17 0 G ` 2
hereon has been surveyed by me, or at my t,
direction, and that the Imiprovements are within -1 W
the property lines and do not overlap or encroach 0
on the property lying adjacent thereto unless '
otherwise shown. That no improvements on the 11 � -
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property lying adjacent thereto encroach on the ..-----
premises in question and that there are no \
roadways. transmission Lines or other easements ` l
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on said property except as shown. 1 +Nh`
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*NO ASPHALT OR DECKS INSTALLED THIS DATE Legal Description I - •�i
>3aasr r. etrReaTr
Date Scale Lot -7A BLOCK 5H t\ L_ #
BOBBY F. BURNETT 1D/02/2D15 1"-40 0,46 /
2941 Carriage Drive Grid AS—BUII.T RABBIT CREEK VISIT &
Anchorage, Alaska 99607 33x1 RABBIT CREEK HEIGHTS ,ilt:
iot+IL Aar
(807) 560-6541
Drawn by Field Book ' SUBDIVISION REPLAT `_
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to• �_ _ OU11!iCS.
GARNESS ENGINEERING GROUP, Ltd "
CIVIL&ENVIRONMENTAL ENGINEERS Dealer
June 15, 2017
Municipality of Anchorage
Development Service Department
On-Site Water& Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Rabbit Creek View & Heights; Block 5H, Lot 17A
To whom it may concern:
Upon GEG's initial inspection (5/15/2017) of the well and septic system serving the subject
property, it was noted that the drainfield was completely surcharged and could not be tested. A+
Home Services was contracted to service the Advantex system, their findings are summarized as
follows:
Per A+ Home Services, a perforated pipe was found to have been installed from the pump vault to
the drainfield and both the perforated line and the junction boxes in the Advantex system appeared
to have been allowing groundwater intrusion into the Advantex system and/or pump vault. A+
replaced the perforated pipe with a functional solid line from the pump vault to the drainfield and
sealed the junction boxes from any groundwater intrusion(see attached invoicing provided by A+
Home Services). Upon arrival on 6/7/2017, it was noted that the drainfield was dry and an
adequacy test was successfully performed (see attached COSA). Only time will tell as to whether
the drainfield saturation was due to the aforementioned deficiencies or some other unknown cause.
Please call or email if you have any questions.
Si : ely,
- e,, i ss, P.E., M.S.
Pres., e!t
3701 East Tudor Road,Suite 101 'Anchorage, Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
,� .„i„,______, Quanics
GARNESS ENGINEERING GROUP, Ltd Ad•'J''''c r '' ""'
CIVIL&ENVIRONMENTAL ENGINEERS Dealer
June 15, 2017
Municipality of Anchorage
Development Service Department
On-Site Water&Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Rabbit Creek View &Heights; Block 5H, Lot 17A
To whom it may concern:
The existing drainfield is approximately 96 feet from surface waters to the south (see attached
image). We request that your department issue a 90 foot waiver from the bed on the subject
property to surface water. Justification for granting this variance are as follow:
-The drainfield receives effluent from a CAT III treatment system.
-We are only requesting a 10% variance(from 100' to 90').
-The surface water in question is located uphill from the subject property's septic system,
so surcharged effluent could not travel uphill to the surface water.
As can be seen there is minimal risk in granting this waiver. We are unaware of any adverse
impacts associated with this waiver. Please call or email if you have any questions.
Sincerely
11:r A 1 :f• - '•.E., M.S.
Presi'en 1
3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
Municipality of Anchorage
1)e1a1 Uncut
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV171053 COSA#: OSC171245 Permit#:
PID#: 020-561-24
Legal Description: Rabbit Creek View& Heights Block 5H Lot 17A
Engineer: Garness Engineering Group
Applicant: Joseph and Salen Horning
Your request for a waiver of the required 100 feet horizontal separation from the absorption field
to the surface water has been approved. The approved separation distance is 90.0 feet. See
engineer's letter for waiver request and justifications.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
H The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
n Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
® Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date: (.0/21 J)011 Approved by: llQx.,t`GC,i cCOL"-u-LB
Name of Reviewer
**** VARIANCE/WAIVER REVIEW *'k**
1
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND JaSr�p4i aJ .7 147-s-z-t
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
/9 Day of IL-Le of 20 17, by and between Jo Seipp4 64,1 .1A 1/144.,
herein the"OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
located at (legal description).
each- 6-eek 17%e i7 ,� �zfs G / ?- 4 iCs1/
2. Definitions.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts,components or pieces not
included in the original construction permit and design.
Certificate of On-Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement,the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement,and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s),(2) maintenance, (3)adjustment(s),(4)replacement
costs,and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality,the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
H. 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.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties,with
the same formality that this Maintenance and Repair Agreement was executed
with,and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement,the only authorized representatives of the parties
are:
a. Owner:
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair 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 Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER: /A ,!
By: 7` -1-"1"ignature) Date:
h S golt ;1/J(9
/ i print name)
STATE OF ALASKA )
)ss.
THIRD JUDICIAL DISTRICT )
The foregoing inst me was acknowledged before m this //� day of Jvn e
201, by �� ebt rt,„ �1 etti l
. i1 T Iar"h,
TA 014'UB k ALAS A
My Commission expires: i - /i
� OFFICIAL SEAL •
• , _•� NOTARY PUBLIC
,., State of Alaska
•_ ,T,r KAREN L.GOENTZEL
`-snrgit, My Commission Expires July 7,2019 •
MUNICIPALITY:
By: (signature) Date.
:
(print name) Title: