HomeMy WebLinkAboutPARADISE VALLEY BLK 7 LT 18Pa adi
Vail
Y
Block 7
Lot 18
#020-413-03
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water & Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP131051 PID Number: 020-413-03 ® New E) Upgrade
Name: MARK FILIPENKO
ABSORPTION FIELD
❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound
Address:
431 WINFIELD CIRCLE, ANCHORAGE, AK 99515
❑ Other
Phone: No. of Bedrooms:
Soil Rating:
Total Depth from original grade:
(907) 952-1884 4
**5.0 GPD/Sq. Ft.
***3' W 2' SAND BELOW Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade:
Grovel depth beneath pipe:
SEE DWG. Ft.
0.65 Ft.
Subdivision: Block: Lot:
Fill added above original grade:
Grovel length:
PARADISE VALLEY 7 18
SEE DWG.
30
Ft.
Fl.
Township: Range: Section:
Grovel width:
Beds Number of lines:
Distance between lines:
5 Fl
Fl
SEPARATION
DISTANCES
Total absorption area:
150
Number of trenches:
1
Dist. between trenches:
—
To
Septic
Absorption
Lift
Holding
Public/Private
From
Tank
Field
Station
Tank
Sewer Lines
SD. Ft.
Ft.
Well
100'+
100'+
100'+
—
25'+
TANK ❑ Septic ® S.T.E.P. ❑Holding ❑ Other
Manufacturer:
Capacity:
Surface Water
*75'+
*75'+
*75'+
-
GREER TANK
1500 Gal.
Lot Line
5'+
10'+
5'+
-
N/A
Material:
Number of compartments:
STEEL
2
LIFT STATION
Foundation
5'+
10'+
5'+
-
Curtain Drain
50'+
50'+
50'+
Manufacturer:
Capacity:
GREER TANK/QUANICS INC.
1500 Gal.
Pump ori level at:
-Pump off- level at:
High water olorm at:
Remarks: *WAIVER GRANTED WITH ISSUANCE OF PERMIT.
TIMER
TIMER
46"
**THIS IS A CAT III QUANICS AEROCELL SYSTEM.
Pump Make & Model:
P—SE-41T
Electrical Inspections performed by:
MOA
***JEFF POET APPROVED TOTAL DEPTH ON 9/12/2013.
PIPE MATERIAL
TH#1 DRY TO 10' ON 9/6/13, 9/9/13, & 9/12/13.
Tank to SCH 40
House to tank ABS drainfield PVC
Installer
Drainfield F810 CO/MT D3034
RED DOG MASONARY
Inspector GEG, Ltd.
BENCHMARK (Assumed elevation)
100.00 Ft.
Inspection
Location and Description:
Dates: 1St 9/12/13 2nd 9/12/13
3rd 9/12/13 4th 9/13/13
CONCRETE FLOOR JUST INSIDE BASEMENT DOOR
ENGINEER'S SEAL
Community Development Department Approval
006000
�Date#
Conditional approval: -�2
O�
TOPSOIL & SEEDING OF MOUND, AND BERMING BELOW DRAINFIELD TO CREATE TRAVEL PATH TO
H '
...:... ..... ..... .O
SURFACE WATER SO IT IS 100+ FEET, TO BE DONE IN THE SPRING/SUMMER OF 2014.
... ........�
Qn •.Je fr A. ess.:
.��
�+w�` ��/ ��, rl
049 '• 795 ,•' c�OO
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Approved. Date:
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po f ess�o
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v
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
n'IENAR)PL&NDUM OF UNDERSTANDING
BETWEEN- itTiVICIPALITY OF ANCHO GE
THIS MEMOIPANDUM OF UNDERSTANDING made and entered into as of this
3 Day of t of 20 to , by and betweenA� Q • ,
herein the "OWNER," and t e Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding 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 ff't Ara✓t'G A«ucet l located
at Anchorage, Alaska.
2. Definitions.
A. 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. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. 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 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.
C. Damage. Any man-rnade or natural change in a system that would inhibit
the system from performing as designed.
D. 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.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annualpe rmit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. fee. Owner shall pay to Municipality an annual fee of n
($ C--> .00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional 1gyipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
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,
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:, P leo
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
By: 1�2a4w
6111/
Date: /— / -7 —
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
) ss.
The foregoing instrument was acknowledged before me this f % d
20 /L by /& — ' , aiv:? pr
ARY PUB C F ALASKA
My Commissio expires:
Permit Number:
Tax Code Number:
Work Type:
On-Site Water & Wastewater System Permit
OSP121000
020413O3OOO
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: January 18, 2012 to January 17, 2013
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: PARADISE VALLEY
Site LegalAddress: PARADISE VALLEY BLK 7 LT 18 G:3538
Owner/Address: BELENSKI HARVEY F & ALMA JEAN
REVOCABLE TRUSTS BELENSKI H F & A J/CO-T 3630 BONIFACE PKWY ANCHORAGE AK 995044305
Site Mailing Address: 18100 Spain DR, Anchorage Lot Size in Sq Ft: 33831
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field Y Septic Tank 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 Chaptem 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drin king Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours pdor 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.
Special Previsions: The permit includes waiver OSP121001, which allows the septic system to be
75 feet minimum from surface water.
Received By: //~ ~,? /
fY I ^
Issued By: .;"7~?~t~~
Date:
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907- 343-7997
Mayor Dan Sullivan
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D.
Property owner(s) HARVEY BELENSKI &: JEAN ALMA (LIVING TRUST)
Mailing address 56,30 BONIFACE PKWY * ANCHORAGE, AK * 99504-
C/O MARK FILIPENKO
(GENERAL CONTRACTOR)
Day phone 907-952-1884
Site address NHN SPAIN DRIVE * ANCHORAGE, AK * 99516
Legal description (Sub'd, Block & Lot) PARADISE VALLEY S/D; BLOCK 7, LOT 18
Legal description (Township, Section & Range)
Lot Size. Sq. Ft. Number of Bedrooms 4
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:
N/A
I certify that the 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.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
January l2,2012
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Well and Septic System for Paradise Valley S/D; Block 7, Lot 18
To whom it may concem:
The proposed 4 bedroom house is to be served by a private well and septic system. Due to site
constraints, we are proposing to install an advanced treatment system. We are proposing to install a 1500
gallon S.T.E.P. tank with Quanics controls/floats, a 650 Aerocell pod and a shallow drainfield. Two test
holes were excavated on the property. The primary drainfield will be designed around the 30 foot radius
of GEG test hole #1. Comments regarding the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfleld specifications.
3. WETLANDS: There is a wetland area on the property; however, the proposed septic system ~vill be
located outside the wetlands boundary.
4. SURFACE WATER WAIVER: There is surface water within 100' of the proposed septic system.
As can be seen on the design drawing, the septic system shall be located at least 75' away. We are
requesting that you waive the distance from the septic system to the surface water to 75'. The following
items are justification for this waiver:
The proposed septic system will be a Category 3 advanced treatment system, which will
significantly reduce bacteria, nitrogen, TSS and BOD levels.
· The drainfield will be intermittently dosed with treated effluent from the S.T.E.P. tank. The
drainfield is highly unlikely to become surcharged.
· The system will be regularly maintained by a licensed service provider. The Quanics system is
equipped with remote monitoring systems that ~vill notify the service provider if any high-level
condition occurs.
· The area between the drainfield and surface water is highly vegetated. This would impede
migration of effluent if it ever were to daylight.
· The design stipulates that the site must be landscaped to increase overland effluent travel distance
to 100'+.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
5. TOPOGRAPHY: As can be seen on the attached design, the slopes below the drainfield are
approximately 20% running northeast to southwest. In short, there are no slope concerns.
6. CONDITIONAL REQUEST: We are requesting a conditional permit for this design configuration.
Prior to construction, the proposed testhole (see attached design drawing) shall be dug to explore and
analyze a site that meets the separation distance requirement to surface water. If feasible, the septic
system shall be constructed there. See design drawing for further conditional items.
We are unawarepf any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any/~uestions, please contact us at 337-6179. Thank you for your assistance.
~Sincerely, [ [
""-J'effip~,~C,'G nes~ P.E., M.S.
;r;~E.' ~ttm ~ z site plan drawing, a design drawing, one soil log, which are all part of the design
package for this septic system. (Contact G.E.G. Ltd. for 7page construction specification letter.)
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907)338-3246 * Website: www.garnessengineering.com
/ // /' BLOCK 7. LOT 20
/ /// _
/ //'/~'""-- /'?'-'-- ' '"'"
/ / /""l
~,~,.? /~/ m"':q.'. / ,
\ u.~,- " '~~ I~.; h'N"'q..... I /
GAI~N'E$s ENGINEERING ~aou~, Ltd.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: '
MARK F L PENKO 952-1884 1 OF :5
~ ~ we C 9 "&~
PARADISE VALLEY; BLOCK 7. LOT 18 P.N.B.
S~T[ P~ ~/2/20~2
{Rev. 01105)
DESIGN CRITERIA: I ! / GEG, Ltd. HA~~ A~ 7 PAGE SPECIFICATION ' C~NDITIONAL ITEMS:
LETTER THAT PERTAINS TO THIS DESIGN.
NUMBER OF BEDROOMS: 4 TO OBTAIN A COPY OF THE LETTER / 1 .) ALL DESIGN CHANGES SHALL BE
CONSIDERED AS CHANGE ORDERS
GALLONS PER DAY (GPD): 600 CONTACT GES. BY PROCEEDING FORWARD
PERCOLATION RATE/S: 9 TB~1/17 TH~2 WITH THIS INSTALLATION, THE ENGINEER, / AND BILLED ACCORDINGLY BY THE
PROPOSED APPLICATION RATE: *5.0 WELL DRILLER, CONTRACTOR AND / 2,) DRAINFIELD SITES SHALL BE
MINIMUM DRAINFIELD SQ.FT.: 120 PROPER~Y OWNER AGREE THAT THEY
~ADVANCED TREATMENT SYSTEM HAVE READ THESE SPECIFICATIONS AND / LANDSCAPED TO INSURE OVERLAND
EFFLUENT TRAVEL DISTANCE TO
AGREE TO ACCEPT THE TERMS AND
DRAINFIELD DESIGN: CONDITIONS OUTLINED. I SURFACE WATER OF 100'+
X,. ~ ~ 3.) We ARE REQUESTING A
~IAXIMUM DEPTH: 3' ~ I CONDITIONAL PERMIT FOR THIS
WIDTH: 5'
LENGTH: 30' ~ ~/ ~'X~[ DESIGN CONFIGURATION. PRIOR TO
CONSTRUCTION, THE PROPOSED
M.O.A. APPROVED SAND FILTER: 2' PARADISE VALLEY;
EXPLORE AND ANALYZE A SITE THAT
REDUCTION FACTOR: N/A \ MEETS THE SEPARATION DISTANCE
ACTUAL SG.FT,; 150 '~ REQUIREMENT TO SURFACE WATER. IF
FOR ALTERNATE SITE, USE 4.0 GPD/FT~ ~ \ FEASIBLE, THE SEPTIC SYSTEM SHALL
APPLICATION RATE BE CONSTRUCTED THERE.
/ / / J ~ ~ ~ \ \ / EITHER SITE, PLOT PLAN SHALL BE
/ ~ ~ ~ ~> / SUBMITTED SHOWING HOUSE AND
APPROXIMATE / / / J ~ ~ ~ / DRIVEWAY LOCATION, INCLUDING
LOCATION OF / ~' ACCES T
J / ] ~' - ~ ~ / S 0 THE SEPTIC TANK FOR
SURFACE WATER. / ! / ~ ~ ~ / PUMPING AND MAINTENANCE.
-- DESIGNATED
CONSULTANTS & GENERAL CONTRACTORS ~~
PREPARED FOR: I PHONE NUMBER~
MARK FILIPENKO I 952 ~. "'.J~ Ye 'A"-.~J~ess:'
DESIGN OF PROPOSED SEPTIC SYSTEM 1/12/2012
/ /// BLOCK 7, LOT 20
I I1~, ~
k X X ~ , , ~ )~ ,'1~. / X
X~~ ' ~&~~
GARNESS ENGINEEaING GROUP, Ltd.
;%;; ;;:.~ ,~, ...o.~,...,..%; .~_;;.: ,,,
MARK FILIPENKO I 952-1884 [ 1 Of 1
LEGAL ~CRI~,ON: DRAWN
PARADISE VALLEY; BLOCK 7, LOT 18 PNB
TOPO DRAWINC OF SITE / /
CONSULTANTS & GENEP-J%L C ONTI~,ACTORS
ISOIL LOG - PERCOLATION TESTI
DEPTH ~ ORGANICS
(feet) ITEST HOLE #1l
i' SOIL CLASSIFICATIONS
ORG
............. ~ GP ~
GH CL
i GC OL
~ SW MH
· · ,, SP CH SEE ATFACHED SITE PLAN
GM
SM OH
SC
DEPTH TO
GROUNDWATER DATE
DRY 12/2/11
DRY 12/5/1 1
1 O' 12/9/1 1 SCALE::
10 1"= 100'
1 I DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIME (HINUTES) READING (INCHES)
12 12/5/11 1 ,3:58 - 6.00"
2 4:28 50 2.00" 4.00"
13 3 4:28 - 6.00"
4 4:58 50 2.75" 5.25"
14 5 4:58 - 6.00,, -
6 5:28 50 2.75" 3.25"
15
16
17
18
19 PERCOLATION RATE 9.23 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3 FT. AND 4 FT.
20 A FOUR HOUR PRESOAK WAS PERFORNED: [] YES [] NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORHED BY: ROB CAMPBELL
COHHENTS: PERCOLATION RESULTS ARE WITH IN 1/16TH OF AN INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS ENGINEERING GROUP, Ltd.
ISOIL LO(; - PERCOLATION TEST]
LEGAL DESCRIPTION: PARADISE VALLEY; BLOCK 7, LOT 18
[TEST HOLE #2[
SOIL CLASSIFICATIONS
ORG
CL
OL
MH
CH
OH
SC
PERFORMED FOR: MARK FILIPENKO
ORGANICS
GM
DEPTH TO
GROUNDWATER DATE
14' 12/2/11
15' 12/5/11
7' 12/9/11
DATE
READING
DATE:
5
CLOCK
TINE
5:01
SEE ATTACHED SITE PLAN
SCALE:
NET DROP
(INCHES)
2/5/11 1 4:01 -
2 4:31 4.00"
3 4:31 -
4 5:01 3.25"
NET TIME WATER LEVEL
(MINUTES) READING
- 6,00"
30 3,00"
- 6.00"
30 3.75"
- 6.00"
30 4.25"
- 6.00'
$0 4.25"
6 5:31 1.75"
7 5:31
8 6:01
1.75"
PERCOLATION RATE 17. I4 (MIN./INCH) PERC. HOLE DIA.
TEST RUN BETWEEN 4- FT. AND 5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
COHMENTS: PERCOLATION RESULTS ARE WITH IN 1/16TH OF AN INCH.
PERFORMED BY CEO, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE ANB MUNICIPAL GUIBELINES IN EFFECT ON THIS DATE:
(INCHES)