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HomeMy WebLinkAboutTIMBERLUX #3 BLK G LT 10 Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 2
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP171289 PID Number: 018-271-64
Dwelling: ❑� Single Family (SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: E] New El Upgrade
Name:
NIC OPANASEVYCH ABSORPTION FIELD
Address ❑ Deep Trench ❑■ Shallow Trench ❑ Bed ❑ Mound
4405 MANYTELL AVE ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
4 3.0 GPD/SF 42.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot +ZAr1i 4 2,CI Ft. 0.5 Ft.
TIMBERLUX #3 G 10 Fill added above original grade Gravel length
Township Range Section PS 5,c / Ft. 401+ Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5.0 Ft. Ft.
To' Septic Absorption , Holding Sewer Total absorption area Number of trenches Dist. between trenches
From
Tank Field Lift Station Tank ' Line 200 Ft2 1.0 Ft.
Well 100'+ 100'+ 100'+ 50'+ TANK 0 Septic I]S.T.E.P. ❑ Holding ❑Other
Manufacturer Capacity
Surface Water 100'+ 1001+ 1001+ ADVANTEX 1500 Gal.
Material Number of compartments
Lot Line 10'+ 101+ 10'+ FIBERGLASS 2.0
NA
5
Foundation 1+ *81+ 10'+ I LIFT STATION
Manufacturer Capacity
Curtain Drain UN UN UN 1 ADVANTEX 85 Gal.
Pump on level at Pump off level at High water alarm at
Remarks * GARAGE FOUNDATION IS A SLAB
SYSTEM, NO IMPACT TO TANK OR FIELD PRE-SET in. PRE-SET in. PRE-SET in.
Pump make and model Electrical Inspections performed by
— _ STAND MOA-FINAL
PIPE MATERIAL House to tank 3034Tank to 3034
drainfield
Installer
MIKE N ANDERSON, P.E. Drainfield 3034 cO/MT3034
Inspector MIKE N ANDERSON, P.E. BENCH MARK (Assumed elevation) 105 ft
Inspection 151 9-10-18 a 9-11-18 Location and description
dates: 2"
3r1 4m GARAGE SLAB
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL1.-
Conditional Approval: Date j y' •;9 (r
*: 49TH %.*`1",
/ 4,A______. .r
//1,5.,.MICHAEL N. ANDERSON '�
✓'• •
CE-9�4 ••.*--4,
Approved � Date 10/10/IB l>>\N��-7`'
Inspection Report_9-1-12.doc
Permit No. OSP171289 Page 2 of 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744
On—Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: TIMBERLUX #3 BLK G LT 10 PID No.: 018-271-64
MARK A B C
TC01 25 68
C01 28 7
MT1 10 45
MT2 X35 14
RESERVE AREA
1500 GALLON ADVANTEX FILBERGLASS
/c TANK\WI PO) PLUS PUMP BASIN
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I CTEO2 �MN PUMP BASIN 7p5.5 /••T4,'iE'�• �. , OF /q� ,I•♦♦
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FILL I "IN�I/ ....--7,%
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—<FILTER FMK 700-00 : 'Y • A TH � "` �
_ —
102 2/ 1,500 DALLCW FIBERCUSS }�� +102.2 *1O2 — • /
•
AOVANIEE TANG 9/POD on
\ — SN �I %MICHAEL N. ANDERSON;°L! I.
9 •N222LLL OF FILTER SAND THEN TYR II . % N0 }' y4-59
WATER AT 99 NAY 2017 OM •♦♦/;��•'•. LI(/�Sa/ ••1 �
j`CJ ( V..
SEPTIC
N.T.S.SECTION 90 .'',1 t �T :.
0 A&-
. .k
INE ' -SEA,�•.J
Municipality of Anchorage #7,41..• ER .,�:
Development Services Department• .� id�
On-Site Water and Wastewater Section : ,4 9 T N /
•
4700 Elmore St. / `d`�Y .. ..P.O.Box 196650 Anchorage,AK 99519-66500c.-b.10
00
wWW.muni.orglonsite �le f,:.MICHAEL N. ANDERSON•: f
(907)343-7904 1 •, CE-9469
1 ✓l.• .• \�ys
tt ,Qf•✓,°444 .•.•••,...
Soils Log - Percolation Test �1\0 tion fcsi ,'��""
Performed For: nit D Date Performed: 5 /eh V
Legal Description: 1`1,,,, (.)... (..•?c # 3 Township,Range, Section:
Slope Site Plan
Depth Z_
(Feet)
1-
3- ) /\
4-
5-
6- CZv A.OA 4 e__.
7- Ci) r
8-
r / WAS GROUND WATER
� /,'
9. (70 &v'• ENCOUNTERED? q1• !j
/ S
10- IF YES,AT WHAT DEPTH? ( L
Depth to Water After J ,
11- Monitoring? 3, S/ E/
12- Date: 57 /b� '
13-
14- Reading Date Gross Time Net Time Depth to Water Net Drop
4 11
15- /01.4/•) G
" 3")
16-
17- 6 1/ 3/1
18- //it 3//
19-
20-
PERCOLATION RATE 77/ ' Iminutesllnch) PERC HOLE DIAMETER (�7
TEST RUN BETWEEN Z,0 FT AND Z, FT
COMMENTS
PERFORMED BY: /! 41./ —t I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
.4%\..
30
/ N 00'03'24" W 300.00
K
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Z `1'0 , W v
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- �z GD
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Z o MC 8.9 30.3 —' 11414.6'
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GRA . '; DRIVEWAY N N
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50.38
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Bobby F. Burnett Lot 10, Block G GRAPHIC SCALE: 1 Inch = 40 Feetl!nl II OF ,44-\1
2941 Carriage Drive /csQ'ir �"
Anchorage, Alaska 99507 TIMBERLUX SUBDIVISION, ADDN #3 20 0 20 40 80 i �- 'Y h
(907) 350-5541 Plat # 71-240 / *. • Qzx i`\ * ,
Date Scale I hereby certify that the property described hereon has been surveyed 0
9/11/2018 1" = 40' by me. or at my direction, and that the improvements situated thereon +t' semen /if
Grid are within the property lines and do not overlap or encroach on the ' 1.-6464
SW 3136 As-Built property lying adjacent thereto unless otherwise shown. That no jei•�-� "Al
improvements on the property lying adjacent thereto encroach on the ,, it? k.1°
Drawn by Field Book prejinises in question and that there are no roadways, transmission sstoN ASV ASB2018 lines or other easements on said property except as shown. 116.111011110:41°.
Certified Drilling Log
DOC CO dba
1ilLLiiIoAEN
WELL WATER
P.O. Box 670269, Chugiak,AK 99567 688-2759
OWNER OF LAND: Nikolay Opanasevych Bore Hole Data
ADDRESS: 4405 Manytell Ave. Anchorage Depth
LEGAL DESCRIPTION Timberlux#3 Block G Lot 10 From To
DATE: 10-24-17 0 2 Casing Stickup
PERMIT NUMBER: OSP171289 DATE OF ISSUE: 10-4-17
2 4 Overburden
TAX IDENTIFICATION NUMBER 01827164000
Is well located at approved permit location: NYes No 4 8 Peat
Method of Drilling: Zair rotary [icable tool 8 69 Tight Silt Sand & Gravel
Depth of Well: 144' 69 75 Silt Tight
Casing Type: Steel Wall thickness 250 inches 75 81 Tight Sand & Gravel
Diameter: 6 inches, depth 144 feet
Liner type 81 83 Silty Sand & Gravel Water 3 GPM
Static Water Level: 41 feet 83 128 Tight Sand & Gravel w/Yellow Clay
Recovery Rate 10 ® gpm I I gph 128 144 Sand & Gravel
Method of Testing Air
Well Intake Opening Type: ®open end open hole
n Screened Start feet Stopped
n Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50 lbs
Depth:from 2 feet,to 42 feet
Well Disinfected Upon Completion: Flyes n no
Method of Disinfection: Chlorine 50 PPM
Comments:
WATER QUALITY TESTING
Coliform Ni eJl____cou1oomi. ►o tJ‘B
Nitrates___0. t 6'7
Arsenic Nth. wit& 91118
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough: Department of Environmental Conservation.
MUNICIPALITY OF ANCHORAGE
Development Services Department _; i Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: 0 S P r gQ Date of Issue: 1 (2- otl - C)/
Parcel Identification Number: 018- j41- (:)G
Legal Description Block Lot Property Owner Name& Address:
Timberlux#3 G LT 10 Nick Opanasevych
4475 Manytell AVE
Anchorage,AK 99516
Pump Installation Date: 09 -10 _2018
Pump Intake Depth Below Top of Well Casing: 10 feet
Pump Manufacturer's Name: STA-RITE
Pump Model: S7P4JP07231
Pump Size: 3/4 hp
Pitless Adapter Burial Depth: 8 feet
Pitless Adapter Manufacturer's Name: STA-RITE
Pitless Adapter Installer: Mike Anderson
Well Disinfected Upon Completion? ❑ Yes ❑ No
Method of Disinfection: Chlorine
Comments:
Pump Installer Name: Nick Opanasevych
Company: Owner
Mailing Address: 4475 Manytell Ave
City: Anchorage State: AK Zip: 99516
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
�J�`c1 FA l,rr pe MUNICIPALITY OF ANCHORAGE
,t»cn�
On-Site Water &Wastewater Program •` .;
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,�- Y
http:/lwww.muni.org/onsite
44441
)chartmcnt
Un
On-Site Water & Wastewater System Permit
Permit Number: OSP171289 Effective Date: 10/4/2017
Work Type: WellSeptic Initial Expiration Date: 10/4/2018
Tax Code Number: 01827164000
Site Legal Address: TIMBERLUX#3 BLK G LT 10 G:3136
Site Mailing Address: 4405 Manytell AVE, Anchorage
Owner: OPANASEVYCH NIKOLAY Lot Size in Sq Ft: 63000
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 4
This permit is for the construction of:
II Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy 0 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
Special Provisions: The Engineer needs to do an additional test hole prior to the construction of the septic field.
Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit
stamped and signed results with the As-built Inspection Report. If the results require a design change,
construction of the system will stop pending On-Site review and approval.
Received By: Date: 't)1" l�
Issued By: A Date: /T
Municipalityof Anchorage :, 1801"
91 Ell
pnrrntcnr
P.O. Box 196650 0 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904 (D Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
VARIANCE/WAIVER REVIEW
Waiver#: OSVI71117 COSA#: Permit#: OSPI71289
d
PID#: 018-271-64
Legal Description: Timberlux #3 BG LIQ W� o
Q
Engineer: Mike N. Anderson
V�
% 8 t 0
"
Applicant: Nick OpanasevVch cq t)
&I
Your request for a waiver of the required 4 feet vertical separation from the absorption field to
groundwater has been approved. The approved separation distance is 3 feet. The field is
approved to have Engineered Receiving Soil and run perpendicular to contours, see special
construction requirements on the 1:100 scale plan view.
This waiver approval applies to the proposed 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.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
F-1 Notarized letter(s) of nonobjection have 'been received from the owner(s) of the affected
adjacent property.
M Adjacent properties are not affected by this waiver.
U ..... a a a a .. 0 ............. a M M ...... a a 0 M . a ...... M .. 01 ... a ....... M ........ a .... M a I
Waiver is Granted: x Waiver is not Granted:
Date: LOA 7 Approved by: k A,,,
Name of RevieweK/
......................................x ...................
1111: IN 11111111111
•
BUSH 1
MUNICIPALITY OF ANCHORAGE
Community Development Department Wale Phone. . 9 1'44 7
Development Services Division F '� IISRF A�
On-Site Water& Wastewater Program II
1�rr
ON-SITE SEWERNVELL PERMIT APPLICATION
SEP 27 2017141
Parcel I.D. 018-271-64
1
140 6
Property owner(s) NICK OPANASEVYCH Day phone 'N - ` »3
Mailing address
Site address
Legal description (Sub'd., Block & Lot) TIMBERLUX #3, BLK G, LOT 10
Legal description (Township, Range & Section)
Lot Size 63000 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ❑X Initial Single Family (SF) ❑x
(w/wo ADU)
Septic Tank ❑X Upgrade ❑
Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
WAIVER TO THE WATER TABLE FOR ADVANTEX/NEW CODE Distance: '51 0
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: f3 "3 D Waiver Fees:
Date of Payment: 9,-y-)e-/7 Date of Payment: Mo /`1r+
Receipt Number: 076 7oD - Receipt Number: t'1 "ca`G Ob
I1/?PPermit No. QS P170,19 Waiver No. Cts /71/0-
Permit
ermit App__- .c
Oct. 4, 2018
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Fax 249-7847
Re: New Septic and Well Permit plus Waiver Request
Le-al:TIMBERI:IUX 43 BLK G LT 10
To Whom it Illay concerti:
This is a request for a well and septic permit plLls a walver oil the above refcrenced lot. A single test was
excavated and found seeps at 6 feet Nvhich stabilized to 1.0 feet. The soils are silty sand SM with a few
small rock from the old creek. 'File creek to the south has been shown on the site plan. Due to the soils we
have designed an Adventex system oil an Engineered Receiving Soils (ERS) with MOA filter sand far the
5 -wide system. With the design we will need a waiver for the distance to the water table from the standard
4 1eet to 3 feet per the new proposed MOA On-site code. The application rate is 3.0 GPD/SI-- for a 4
bedroom system which translates into a 5 wide trench by 40 feet lone. The Illound will be sloped and
seeded per the plan. An external pump basin has also been shown to pump the efilLient to the mound. The
slope of the land is very flat with no cut -banks or slopes greater than 25 percent within 200 feet.
This system will not impact any of the neighboring properties due to the lot layout and the type of septic
system being installed. Tile Advantex system is a Class III nitrate reducing system with monitoring and
will not impact the agLlil�er or any of the surrounding water ways. Tile new house and driveway will prevent
ally efflUellt From sul`faCe draining into the Creek and the system will be electronic monitored b Anchorage
Tani: which is typical for all Advantex systems.
0(�
We are also requesting a waiver of 8 feet for the distance between the gara(,e foundation (slabg
field rade) and
the drain which is less than the required 10 feet by the MOA On-site code.
Please call nle if you have any questions.
If
Sincerely f
iVlichael N. Anderson. P.E.
4661 Natrona
Anch. Ak 99516
Ph 727-8864
TOPSOIL&SEED&REVEG
DESIGN CRITERIA:
4 BDRM X 150 = 600 GPD 3:1 SLOPE FILTER FABRIC&INSULAI or,
SOILS = 600/3.0 = 200 GPD (TH#1) u0i 2 0 �•�"— 1.25"0 PIPE
200 GA/5 =40' G-• • ��_o,a
2.0 . ORG 2,0 6"DRAIN ROCK BELOW PIPE
(1) TRENCH
rL(�vCt�On 5 .ihp,K) n F--2L--9. 1
24"OF MOA FILTER SAND
+2.0' DEEP 5'-0 e O v' 4-\ e ea 5t- 4.0 SM 24"OF AS&G OR,tvCt
0.5' EFFECTIVE S r d e- v C Scf y �Tr T �� •�
5.0'WIDE /,L0(� ->par.,,y rn Prn c
40' LONG M"f,,t. I GM 144'16 UV 440" a c,
10.0 SEPTIC FIELD SECTION
N.\`� -1i I—
I 1T T
- - - �I 1 • I I,
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a0 '9,y
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LY I I CSO PROPOSED O6
: I I I�� DRAINAGE FIELD- _�"
J L — - - - - -_— _:
-�I , - - - -
7 F / PROPOSED WELL
I I I ,I.-- "s--. 1` •
r •�f 100'RADIUS
I I r( I V‘\ r/ �,
I I I I 1 PROPER Y LINE
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`,I I \\ w; I PROPOSED HOUSE
1N _--_
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-MANYTELL AVE-
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Septic Design Prepared for
Ir iesiass•
NICK OPANASEVYCH .41�P-41'� OF q�� ++4P♦.
TIMBERLUX #3, BLOCK G, LOT 10 49TH it 0
10
Anchorage, Alaska
Michael N. ��v �r %M�,' MICHAEL N. ANDERSON: C
Anderson, P.E. DATE: X12512 1 No. CE 9469
4601 NATRONA AVE �� :...z,5-:. .,
•
DRAWN: DJR ,���','�� •
ANCHORAGE,ALASKA 99516 #1�' d .... ..
(907) 345-3377/FAX: (907) 345-1391 SCALE: 1"=200' 44� �=\0 i4
I
t ELMORE#2 ELMORE#2 UP" ELMORE o2
1— BLOCK 11.LOT 2 BLOCK 11.LOT 3 BLOCK 11.LOT 4
1
t PROPERTY LINE
1
1 � — ---"� �—PROPOSED FILL OVER _
11 1_LUTILITY EASpMENT \ LEACH FIELD
11 TIMBERLUX#3 SUpPE IS FIAT • I TIMBERLUX#3 Nle�.
1 BLOCK G.LOT 1t 2'CONTOURS �� \ ill • BLOCK G.LOT 9
1 i E , , t ! PROPOSED
1 I C• ' \ MT Mr HOUSE
�1 I • IP. \
* •
1 1500 GALLON \\ CO a_ � �� PROPOSED WELL
11 ADVANTEX W! \� ��� 100'RADIUS
�`. 1 POD AND PUMP - _. .�///
..� t1 BASIN •�•' `•
•
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• \ \`� NATURAL SLOPEEL \ \`�
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t , ' 1
111 ,� 50'STREAM 111
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•' 1 SURVEYED �/' �•�
1 ` STREAM LOCATION •
SURVEYED
`� e.,i` L 0° — , �'STREAM LOCATION
� � S0'STREAM / `•
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r o t),r v Li ,,�_y f , SETBACK-I N"\ -'
!an t Iry `. ,. _
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/ PROPERTY LINE.71.
W w w w • w
FIRE SERVICE -MANYTELL AVE
WATER MAIN
Septic Design Prepared for
NICK OPANASEVYCH4
. +,4 _ O 44'♦♦♦♦
TIMBERLUX #3, BLOCK G, LOT 10 ..„.14.-- ♦1
Anchorage, Alaska 49TH �� •
• •
P.E. •
P
Michael N. Anderson, P.E. DATE: /� '10- 1-.MICHAEL N. ANDERSON;'
f CI
4601 NATRONA AVE ♦ No. CE 9469
DRAWN: DJR ♦1 ., '
•
ANCHORAGE,ALASKA 99516 #4�O• ....... �,� 44
(907) 345-3377/FAX: (907) 345-1391 SCALE: 1"=50' +4,, ;:To.*
......,0tttmo�
l
Municipality of Anchorage VI
.`P( INEE- s ss %�
Development Services Department r* T �� .� r
�T. •_ -
Building Safety Division / . 49 :�- /
On-Site Water and Wastewater Program
L4r
4700 Elmore Road +
` — P.O. Box 196650 Anchorage,AK 99507 0www.ci.anchora�e_ak usr '. MICHAEL N. ANDERSON ,.�:(907)343-7904 f s'i' CE-9469 .•``-s
Soils Log - Percolation Test �t\`0••
• L'F•SSl0,\..
Performed For. Ai t r., D Date Performed: ����f(// I
Legal Description: "then 11 CV L N yc 3' Township,Range,Section:
( Slope _ Ste Plan
� L+V L" I (7 .
Depth
(Feet)
1- OP tin 7 L
, v(40. ei,
2
3- 47P/t
4=
5-
6-
7-
8-
WAS GROUND WATER
9- ENCOUNTERED, 1'
S ,
10-- IF YES,AT WHAT DEPTH? l V L-
{�0 Depth to Water After P
1 1- + ` WA Monitoring'? E
12- En. K 4Y'r Date tr/Z7(
i
13- /, L? /vly / ?- t" tiC--Sesu I
14- Reading Date Gross Time Net Time Depth to Water Net Drop
15- 17 /ON ley toi. 3 ,
16- Ci i' 3j, 33
17- !I rrr 3y
18- St ?3
19-
20-
PERCOLATION RATE 3 Immutes/hncn. PERC HOLE DIAMETER t,P
TEST RUN BETWEEN V. FT AND3 FT
COMMENTS
PERFORMED BY: M,t4,4 t I CERTIFY THAT THIS TEST WA
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 77 g-
4tdT pp
-.6,,,e a DEPARTMENT OF THE ARMY
c� r ALASKA DISTRICT, U.S. ARMY CORPS OF ENGINEERS
o, r REGULATORY DIVISION
P.O. BOX 6898
'-; JBER,AK 99506-0898
JUN 262017
Regulatory Division
POA-2017-222
Mr. Nick Opanasevych
1910 East 72nd Avenue, #3
Anchorage, Alaska 99507
Dear Mr. Opanasevych:
This is in response to your April 25, 2017, application for a Department of the Army
(DA) permit, to discharge 1,759 cubic yards of fill material into 0.422-acre of waters of
the U.S., including wetlands in order to construct a single family residence, driveway,
and septic field. The project will include one 110- by 83-foot housing pad and one
170- by 21-foot driveway. The project will include one 48-foot by 30-inch diameter
culvert to maintain the flow of Elmore Creek under the proposed driveway. It has been
assigned file number POA-2017-222, Elmore Creek, which should be referred to in all
future correspondence with this office. The project site is located within Section 34,
T. 12 N., R. 3 W., Seward Meridian; USGS Quad Map AK-Anchorage A-8;
Latitude 61.0859° NI., Longitude 149.7989°W.; in Anchorage, Alaska.
DA permit authorization is necessary because your project would involve work in
dredged and/or fill material into waters of the U.S. under our regulatory jurisdiction.
Based upon the information and plans you provided, we hereby verify that the work
described above, which would be performed in accordance with the enclosed plan
(sheets 1-4), dated June 2017, is authorized by Nationwide Permit (NWP) No. 29,
Residential Development.
NWP No. 29 and its associated Regional and General Conditions can be accessed
at our website at: www.poa.usace.army.mil/Missions/Regulatory/Permits. Regional
Conditions C, D, E, and F apply to your project. You must comply with all terms and
conditions associated with NWP No. 29. Further, please note General Condition 30
requires that you submit a signed certification to us once any work and required
mitigation are completed. Enclosed is the form for you to complete and return to us.
1
i
: imp :
US Army Corps of Engineers
Alaska District
Permit Number: POA-2017-222
Name of Permittee: Mr. Nick Opanasevych
Date of Issuance: JUN 2 6 2017
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to Mr. Michael R. Gala at the following
address:
U.S. Army Corps of Engineers
Alaska District
Regulatory Division
Post Office Box 6898
JBER, Alaska 99506-0898
Please note that your permitted activity is subject to a compliance inspection by an U.S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above-referenced permit has been
completed in accordance with the terms and conditions of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee Date
MUNICIPALITY OF ANCHORAGE
4• �1
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. 018-271-64
1. GENERAL INFORMATION
Expiration Date: ) f ` I "! r zZ
Complete legal description TI MBERLUX #3 BLK G, LOT 10
Location (site address) 4475 MANYTELL AVE. ANCH AK
Current property owner(s) HARRISON
Mailing address SAME
Day phone
Real estate agent Day phone
2. TYPE OF DWELLING:
El Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
El
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 23 Z Waiver Fee $
Date of Payment
Receipt Number
COSA # DSC Z Z I `iZZ
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein_ I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm MIKE N ANDERSON, P.E. Phone 727-8864
Address 4661 NATRONA AVE ANCH AK
Engineer's Printed Name MIKE N ANDERSON, P.E. Date 8-2-22
.r ��• 4 I= q �. �4q �
�* TH
P *A
6. DSD SIGNATURE �*04.
- - _ .. _. _ I ......-• • • ... r r • � -
/ System #1 Approved for 4 bedrooms /
VO MICHAEL N. ANDER_90N ; ,'PW:
.,tib
System 42 Approved for bedrooms �.'. CE /-1/ 423—
;ter
Disapproved �i??0 ' �.
Conditional approval for bedrooms, with the following stipulatiort��i��.;�
\�N\CIPAL_ lfi
��CES D��'S�����
Original Certificate Date: ' 17
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
COSA Checklist blue sheet
Legal Description: TIMBERLUX #3 BLK G, LOT 10
If more than 1 septic system on lot: COSA Checklist #
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1004/7
Total depth 144 ft
Cased to 144 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 24 in.
Date of flow test for COSA 10/14121
Static water level at beginning of test 50 ft.
Comments
B. TANK DATA
Age of tank(s) 4 years
Tank type/material
Measured operating fluid level in septic tank """
❑ Standpipes/foundation cleanout per record drawing
Date of pumping ADVANTEX
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/8/18
❑ ALL standpipes present per record drawing
Total measured depth from grade 7 ft (max)
Measured depth to pipe invert from grade ft (min)
❑ N/A —pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
of
Parcel ID: 018-271-64
Structure served by this system
Well production at time of test 5+ gpm
Water storage tank volume 0 gallons
Well disinfected for coliform test? ❑ Yes ❑ Nc
❑ Coliform bacteria is Negative
Nitrate mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by MNA
Date of Sample 8/5/22
C. LIFT STATION
❑ Required maintenance completed
Age of lift station 4 years
Lift station material
Comments:
Adequacy test date 10/14/21
Results ID Pass For 4 bedrooms
Fluid depth prior to test 0 in
Water added 600 gal
New depth 1 in
Elapsed time 1440 min
❑ Code -required soil cover over field Final fluid depth 0 in
❑ System presoaked Absorption rate 600 gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months)
date of test)
Gallons introduced 0 gallons If yes, enter date
Comments/Deficiencies:
COSA Checklist yellow sheet
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 *8
Community Sewer Manhole/Cleanout > 100'
If absorption field is under driveway comment below
Property Line > 10'
r Yes
if No
ft
M Yes
if No
ft
Neighboring Tank > 100'
F-1 Yes
if No
ft
Private Sewer/Septic Line > 25' E✓ Yes
if No
ft
Absorption Field on Lot > 100'
r7l Yes
if No
ft
Holding Tank > 100' 0 Yes
if No
ft
Neighboring Absorption Fields
> 100'
Animal Containment50' Yes
if No
ft
❑✓ Yes
if No
ft
.>i
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75'
121 Yes
if No
ft
0 Yes
if No
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
❑ Yes
if No 5
ft
Surface Water > 100' Q✓ Yes
if No
ft
Property Line > 5'
0 Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
0 Yes
if No
ft
Private Wells > 100' f Yes
if No
ft
Water Main > 10'
✓l Yes
if No
ft
Community Wells > 200' E] Yes
if No
ft
Water Service Line > 10'
121 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 *8
ft
If absorption field is under driveway comment below
Property Line > 10'
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
Q
Yes
if No
ft
Private Wells > 100' Yes if No ft
Water Service Line > 10'
Yes
if No
ft
Community Wells > 200' Yes if No ft
Surface Water > 100'
Q✓
Yes
if No
ft
F. ENGINEER'S COMMENTS
*MOA WAIVER
G. ENGINEER'S CERTIFICATION
I certify that 1 have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
Ole 't ?
• e
i k: 497K
/ •E r'
¢+ n+ ICHAtv14. ANL•LRSGN
��•, CE 97-1
a�•�rf,,•, u'ti� s
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 C 51 of 20 y and between
herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.55.365. 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 4 x
located at (legal description)
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) Page 1 of 3
-a-
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.
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
STATE OF ALASKA }
) ss.
THIRD JliDICIAL DISTRICT )
e)
Date: ?/1
? oozz—
The foregoing ins ent was acknowledged before me this � day of A- 6� ,
20eZL—, b J ,o
STATE OF ALASKA
(VOTARY PUBLIC
NOTARY PU IC FOR AL�SKA
-� �°-� Jerrie R: Sta. Ma,ia
My Commission expires: y C
MUNICIPALITY: (%
By: (signature) Date: o I ~ 2Z
(print name) Title:
(rev. 05/18/2018) Page 3 of 3
424 190
www an ■ ■ soon IRMO 0 m s■ on ■ ■ :■■ ■ om
wrl i ■ ■ ■ ■ Iw 11 lwl ■ ■ 9 ■ t:
I» >w1111 No am MORE 119 19 9 111 .0 � h
I
�clvanTexll Field Maintenance Report A n ch o ra g eTa n k
Annual Inspection 907.272.3543
Property 4wnerlrracklnp #
Current
Operator
© Earthy ❑ Moldy
Jonathan Harrison & Morgan Harrell
©Cabbage ❑ DOCay
Larry Botts
Foam In tank ❑Yua "lo
811e Addreee
Previous
Contact Phone
4475 Manytell Ave, Anchorage AK 98516
t 1•
(907) 555-5555
AX &W, ID N
county ID If
Pod ft*
❑ Yea ISNO
DOW of Lott Inopaptlon
AX -145267
051'171289
429526
RTU138537
07/14/2021
R6trlovo O&fill Info
Dally flow
Roclrc ratio...
Timer set tinge:
Perform Field Sampling/Observations
NTU (11
/x5 ± ITU,) pH (8.9) DO (2.5)
Odor of Sample
Current
Typical '�Svlusty
© Earthy ❑ Moldy
Nan-typloal )&„Sulfide
©Cabbage ❑ DOCay
011y slim In PVU ❑ Yes to
Foam In tank ❑Yua "lo
Check Control Panel
Previous
Reciirc Amps
Dlsoharge Amps
t 1•
J
`1•Z)
Audible and visual alarms
K
Dial tone (telemetry only)
❑ Yea ISNO
Inspectfclean Pump Syatorn
Inspoct Cloan
Rlsor/Lid .....................
Splice Box ....................
Float Corda ...... , . , . .
Floats........................I,&, },
Pump........................ &,
Dlotuboll Filter ................. 1
Blotubo Pump Vault ... .. . , .'f�
Nodreulating SplittorValve........ '
It A
Oommente .0 lf)a
Measure Sludge/Scum
Sludge
Scum
1st Compartment
Current
Previous
Currant
previous
2nd Compartment
Currant
Provl4s
Current
Previous
Inspect/Clean AdvanTex Filter
Odor: r5`lormal ❑ Pungent
0101114t: "!**rule! ❑ EX86391v6
l3ridging/Ponding: N&ne/Minor ❑ Excessive
Inspect/Clean blacharge Pump System
Inspect
Riser/Lid -ff �'
Splice Hex 7h
Float oordc
Inspect/Sorvlce Other System Components
Inspract Clean
Laterals/Orifices.
Pod Bottom
Intake Vont
Inspect Clean
I'loats T� --s
Pump Q., -91
Inspeot Clean Inspect Clean
Disinfection Egtdpment -ft-EL ;Diapersal Latarrtlalarirfces '��
Observations
Additional Services Rendered
❑ Cleaned textile sheets? ❑ liaplacad UV !tarns?
Replaced/Used other Items?
Parts Used. W = Warranty, B >= Billable (✓ appropriate selection)
W 13 nem Number Doscriptlon
Final/Safety Inspection
'E9JaPV reinstalled `-RLlds boltod on
' E41 tanlfold roconnoctod; flush valves closed SQOntrol panel reactivated
Summary/Recommendations
d System Performing; no further action noodoo El Tank noods pumping
❑ Call for service ❑ Other?
Rate
Faux completed form to 1-006-004-7404
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
Parcel I.D. 018-271-64
!Kos k
ANCHORAGE
Certificate of On -Site Systems Approval
1. GENERAL INFORMATION
Phone: 907-343-7904
Fax: 907-343-7997
Expiration Date: I _ 2-V-2 0 Z 2
Complete legal description TIMBERLUX #3 BLK G LT 10
Location (site address)
4475 MANYTELL AVE, ANCH AK
Current property owner(s) NIKOLAYOPANASEVYCH Day phone
Mailing address
Real estate agent
SAME
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
Fx]
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for:
Distance:
Received by:
Date:
COSA to be released to the engineer, unless otherwise
requested by the engineer.
COSA Fee $ i�vS ("k Waiver Fee $
Date of Payment 0 .Z a Oa Date of Payment
Receipt Number Q 7, q6 Receipt Number
COSA # 05 C 2-11 iSy O 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 MIKE N ANDERSON, P.E. Phone 727-8864
Address 4661 NATRONA AVE ANCH AK
Engineer's Printed Name MIKE N ANDERSON, P.E.
Date 10-25-21
.~~ . of A za
F���•• ••,•.Y tF
o �49?Tj •�:: ,
6. DSD SIGNATURE
••••
System #1 Approved for 4 bedrooms
' •''' . •' "'
! MICHAELN. ANDERSCN
System #2 Approved for bedrooms
CE -946 •.``�,�
Z z
1��qF� ;���
Disapproved
•/ •'.
Conditional approval for bedrooms,
with the following stipulation.
pF����%�
`gJ o tion;
A
o IN TFR A/V1)
PR V gTFR
-o tq
B w- Original Certificate Date: 2 z
The Municipality of Anchorage Development Services Division (DSD) issues Certificates
of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer
registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineers work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
Legal Description: TIMBERLUX #3 BLK G LT 10
If more than 1 septic system on lot: COSA Checklist #
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 10124117
Total depth 144 ft
Cased to 144 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 24 in.
Date of flow test for COSA 10114/21
Static water level at beginning of test 60 ft.
Comments
B. TANK DATA
Age of tank(s) 3 years
Tank type/material °`'`mss"°
Measured operating fluid level in septic tank Advan1ex
❑ Standpipes/foundation cleanout per record drawing
Date of pumping AdvanteK
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/8118
❑ ALL standpipes present per record drawing
Total measured depth from grade _% ft (max)
Measured depth to pipe invert from grade ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
OR Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced 0 gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
of
Parcel ID: 018-271-64
Structure served by this system
Well production at time of test 6+ gpm
Water storage tank volume 0 gallons
Well disinfected for coliform test? ❑ Yes ❑ N
❑ Coliform bacteria is Negative
Nitrate mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by MNA
Date of Sample 10114/21
C. LIFT STATION
❑ Required maintenance completed
Age of lift station 3 years
Lift station material Ub glass
Comments:
Adequacy test date 10/14/21
Results 2) Pass For 4 bedrooms
Fluid depth prior to test 0 in
Water added 600+ gal
New depth 1 in
Elapsed time 1440 min
Final fluid depth 0 in
Absorption rate 600+ gpd
Any rejuvenation treatment (past 12 months)
If yes, enter date
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
Yes
if No
Community Sewer Manhole/Cleanout > 100'
M Yes
if No
ft
21 Yes
if No ft
Neighboring Tank > 100' Q Yes
if No
ft
Private Sewer/Septic Line > 25' Yes
if No ft
Absorption Field on Lot > 100' Yes
if No
ft
Holding Tank > 100' Q Yes
if No fit
Neighboring Absorption Fields > 100'
if No
ft
Animal Containment > 50' Q Yes
if No ft
0 Yes
if No
ft
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' Yes
if No
ft
�] Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑ Yes if No 5 ft Surface Water > 100' Q Yes if No ft
Property Line > 5'✓Q
Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
0 Yes
if No
ft
Private Wells > 100' QQ Yes if No 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'
Q Yes
if No *8
ft
If absorption field is under driveway comment below
Property Line > 10'
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'✓Q
Yes
if No
ft
Private Wells > 100' Yes if No ft
Water Service Line > 10'
Yes
if No
ft
Community Wells > 200' Q✓ Yes if No ft
Surface Water? 100'✓Q
Yes
if No
ft
F. ENGINEER'S COMMENTS
* MOA waiver
G. ENGINEER'S CERTIFICATION
1 certify that / have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
s • 49TH
Mf- ifa"N. a.naERsc;v ; ^ .
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
Parcel I.D. 018-271-64
!Kos k
ANCHORAGE
Certificate of On -Site Systems Approval
1. GENERAL INFORMATION
Phone: 907-343-7904
Fax: 907-343-7997
Expiration Date: I _ 2-V-2 0 Z 2
Complete legal description TIMBERLUX #3 BLK G LT 10
Location (site address)
4475 MANYTELL AVE, ANCH AK
Current property owner(s) NIKOLAYOPANASEVYCH Day phone
Mailing address
Real estate agent
SAME
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
Fx]
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for:
Distance:
Received by:
Date:
COSA to be released to the engineer, unless otherwise
requested by the engineer.
COSA Fee $ i�vS ("k Waiver Fee $
Date of Payment 0 .Z a Oa Date of Payment
Receipt Number Q 7, q6 Receipt Number
COSA # 05 C 2-11 iSy O 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 MIKE N ANDERSON, P.E. Phone 727-8864
Address 4661 NATRONA AVE ANCH AK
Engineer's Printed Name MIKE N ANDERSON, P.E.
Date 10-25-21
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6. DSD SIGNATURE
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System #1 Approved for 4 bedrooms
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! MICHAELN. ANDERSCN
System #2 Approved for bedrooms
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Disapproved
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Conditional approval for bedrooms,
with the following stipulation.
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B w- Original Certificate Date: 2 z
The Municipality of Anchorage Development Services Division (DSD) issues Certificates
of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer
registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineers work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
Legal Description: TIMBERLUX #3 BLK G LT 10
If more than 1 septic system on lot: COSA Checklist #
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 10124117
Total depth 144 ft
Cased to 144 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 24 in.
Date of flow test for COSA 10114/21
Static water level at beginning of test 60 ft.
Comments
B. TANK DATA
Age of tank(s) 3 years
Tank type/material °`'`mss"°
Measured operating fluid level in septic tank Advan1ex
❑ Standpipes/foundation cleanout per record drawing
Date of pumping AdvanteK
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/8118
❑ ALL standpipes present per record drawing
Total measured depth from grade _% ft (max)
Measured depth to pipe invert from grade ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
OR Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced 0 gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
of
Parcel ID: 018-271-64
Structure served by this system
Well production at time of test 6+ gpm
Water storage tank volume 0 gallons
Well disinfected for coliform test? ❑ Yes ❑ N
❑ Coliform bacteria is Negative
Nitrate mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by MNA
Date of Sample 10114/21
C. LIFT STATION
❑ Required maintenance completed
Age of lift station 3 years
Lift station material Ub glass
Comments:
Adequacy test date 10/14/21
Results 2) Pass For 4 bedrooms
Fluid depth prior to test 0 in
Water added 600+ gal
New depth 1 in
Elapsed time 1440 min
Final fluid depth 0 in
Absorption rate 600+ gpd
Any rejuvenation treatment (past 12 months)
If yes, enter date
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
Yes
if No
Community Sewer Manhole/Cleanout > 100'
M Yes
if No
ft
21 Yes
if No ft
Neighboring Tank > 100' Q Yes
if No
ft
Private Sewer/Septic Line > 25' Yes
if No ft
Absorption Field on Lot > 100' Yes
if No
ft
Holding Tank > 100' Q Yes
if No fit
Neighboring Absorption Fields > 100'
if No
ft
Animal Containment > 50' Q Yes
if No ft
0 Yes
if No
ft
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' Yes
if No
ft
�] Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑ Yes if No 5 ft Surface Water > 100' Q Yes if No ft
Property Line > 5'✓Q
Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
0 Yes
if No
ft
Private Wells > 100' QQ Yes if No 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'
Q Yes
if No *8
ft
If absorption field is under driveway comment below
Property Line > 10'
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'✓Q
Yes
if No
ft
Private Wells > 100' Yes if No ft
Water Service Line > 10'
Yes
if No
ft
Community Wells > 200' Q✓ Yes if No ft
Surface Water? 100'✓Q
Yes
if No
ft
F. ENGINEER'S COMMENTS
* MOA waiver
G. ENGINEER'S CERTIFICATION
1 certify that / have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
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• .c Municipality of Anchorage _.�°
On -Site Water and Wastewater Program si1a'i . _`
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 018-271-64 Expiration Date: jail 10 , 011
1. GENERAL INFORMATION
Complete legal description _TIMBERLUX #3 BLK G LT 10
Location (site address) _4475 MANYTELL AVE, ANCH,AK
Current Property owner(s) _NIKOLAY OPANASEVYCH Day phone
Mailing address _SAME
Real Estate Agent Day phone
2. TYPE OF DWELLING: ca
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® Single Family (w/wo ADU)
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III Duplex Is; �' N
❑ Multiple Dwellings (Single Family and/or Duplex) 0,� y
3. NUMBER OF BEDROOMS: 4 16- In' 6(
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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: Distance:
Received by: Date: !0/N4g
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ i l LC.?? Waiver Fee $
Date of Payment is/gig Date of Payment
Receipt Number iego 1) Receipt Number
COSA# 0 5017/ 3'8 Waiver#
11. Szth
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 MIKE N ANDERSON, P.P. Phone 727-8864
Address 4661 NATRONA AVE.
Engineer's Printed Name MIKE N ANDERSON. PE Date 10/8/18
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6. DSD SIGNATURE ^ ° `i r'. A '�_esc:'
1 System #1 Approved for bedrooms.
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System #2 Approved for bedrooms. �t =•`
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
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By: A Cca11ztC 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
COSA blue sheet 10-10.12 doc
If more than 1 septic syst+em.is on the lot:
COSA Checklist# of
Structure served by this system _
Certificate of On-Site Systems Approval Checklist
Legal Description: TIMBERLUX #3 BLK G LT 10 Parcel ID:_018-271-64
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 10-24-17 Sanitary seal (YIN)Y Wires properly protected (Y/N)Y
Total depth 144 ft. Cased to 144 ft. Casing height(above ground) 24"+
FROM WELL LOG AT INSPECTION
Date of test 10-24-17 NEW
Static water level 41 ft. ft.
Well production 10 g.p.m. g.p.m.
WATER SAMPLE RESULTS: RETESTING FOR TOTAL COLIFORM PENDING
Coliform NEG colonies/100 mL Nitrate 0.167 mg/L
Arsenic: ND ug/L Date of sample: 9-17-18 Collected by: Mike Anderson
B. SEPTIC/HOLDING TANK DATA r
Tank Type/Material FIBERGLASS/A/6 Date installed 9/7/2018
Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) CdA Y
Date of pumping NEW Pumper NEW
C. ABSORPTION FIELD DATA
Date installed 918/18 Soil rating (sf/bedroom) 3.0 System type 5-WIDE
Length 40 ft. Width 5 ft. Gravel below pipe • ft.
Total depth +2 ft. Eff. absorption area 200 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results (Pass/Fail) NEW For 4 bedrooms
Fluid depth in absorption field before test_ in. Water added_gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N & type) UNKNOWN If yes, give date
D. LIFT STATION
Date installed 9/8118 Size in gallons 80 Manhole/Access (YIN) Y
"Pump on" level at PRE-SET in. "Pump off" level at PRE-SET _in. High water alarm level at PRE-SET _in.
Datum BOTTOM Cycles tested NEW Meets alarm &circuit requirements? Y
E. SEPARATION DISTANCES
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 100'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 50'+ Holding tank 100'+
Animal containment areas 100'+ Manure/animal excrete storage areas 100'+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 10'+ Absorption field 5'
Water main 100'+ Water service line 50'+ Surface water 100'+
Wells on adjacent lots 100'+
ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 1+ Water main 100'+
Water Service line 50'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain 50'+(None Known) Wells on adjacent lots 100'+
F. COMMENTS ("4,•A•
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G. ENGINEER'S CERTIFICATION ,.:-,`p��•OF• ��S
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1 certify that I have determined through field inspections and o*:49TH
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review of Municipal records that the above systems are in
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conformance with MOA COSA guidelines in effect on this date.
.% MICHAEL N. ANDERSON :Z ':
Engineer's Printed Name MIKE N. ANDERSON,PF, fi#Ac••. CE- 469 •:�`�i
Date 1018/2018 11 F9..(1501/S .•'�`��',
COSA canary sheet_2-6-15.doc