HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 14A& HEIGH 5
Lot 14A
020 - 571 - 15
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP251165
Work Type: WellSeptic Initial
Tax Code Number: 02057115000
Effective Date:
Expiration Date:
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 7H LT 14A G:3340
Site Mailing Address: 7900 SUSAN CIR, Anchorage
Owner: OPANASEVYCH ALEKSANDR NIKOLAYE
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Z Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
6/9/2025
6/9/2026
Lot Size in Sq Ft: 23969
Total Bedrooms: 3
Q 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: a new test hole is to be dug in the area as shown on the plan to verify that there is sufficient
receiving soils. Ensure that similar soil strata is found in this new test hole. Submit log with inspection report or
apply for a change order if necessary.
Received By:�
Issued By:
� I L
T
Date:
Date: tip Gd Z
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I. D. 020-571-15
Property owner(s)Aleksandr Opanasevych Day phone (907)229-3332
Mailing address7820 Susan Cir, Anchorage, Ak 99516
Site address
7900 Susan Cir
Legal description Rabbit Creek View and Heights Block 7H Lot 14A
Number of Bedrooms 3
Engineering Firm Forge Engineering
Building Permit Number
Not Applicable F]
APPLICATION IS FOR: APPLICATION IS AN:
(E all that apply)
Absorption Field
D Initial ED
Septic Tank
El Upgrade ❑
Holding Tank
❑ Renewal ❑
Privy
❑
Well
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: MOO
Date of Payment:
Permit No. 5_1 16s-
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
May 23, 2025
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Rabbit Creek View & Heights Block 7H Lot 14A – Susan Cir
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 3 -bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the propo sed well, septic location
and alternate site. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot has a consistently moderate slope from the south to north, around
15%. There are no slopes greater than 25% within 50 feet downslope of either the primary or
alternate site. Contours are shown on the site plan showing the grade and direction of flow.
Stormwater drainage will not impact this septic system. The new trench will be constructed parallel
to the slope as much as possible.
Due to the impermeable soils that we found at 5 ’ below grade, the bottom of the trench must be 1’
above existing grade. We are using ERS to fill below that down to the receiving soils. 2’ of those
soils are MOA-approved sand, while the rest can be Type II soils.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all
wells and surface water, and more than 5’ away from the septic tank. The alternate site is located
more than 6’ away. Please refer to the attached test hole logs, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251165, Curtis Townsend, 06/09/25
men
°L.cm.*/t:,*'r-
SEPTIC
PLAN
BB
LEGEND
CO'CLEANOUT
2CO'DOUBLE CLEANOUT
FCO'FOUNDATION CLEAN{
F3'FLOW 8PLITTERVALVE
MH-MANHOLE
MT-MON|TOR|NGTUBE
SV-SEPT|CVENT
TH-TEST HOLE
RABBIT CREEK • • � r I 1
DESIGN FACTORS: SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW S WIDE SYSTEM
PERK RATE: 1.6 MIN/IN 1250-GAL TANK
APPLICATION RATE: 6.0 GPD/SF 1000-G TANK W/ RECIRCULATION PUMP
AX20-POD
450 GPD / 6.0 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5 DEEP] = 15 LF TRENCH REQUIRED
(20 LF SPECIFIED)
BOTTOM OF TRENCH: V ABOVE GRADE
FLOW LINE ELEVATION: 1.5' ABOVE GRADE
MAXIMUM 3:1 SLOPE, PROVIDE 6" TOPSOIL
AND GRASS SEED
ENSURE 2' OF COVER ON
ALL AREAS OF MOUND
2'
5'
GEOTEXTILE FABRIC AND
2" INSULATION
DRAINFIELD ROCK
14' PVC W/ 20 - 8"
ORIFICES EVENLY
SPACED @ 4' OC
MOA APPROVED SAND
TYPE II GRAVEL
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE S OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
E N G t N E E R I N G
,k t� TH
• • • • • Benja ♦ ' Schiller
( 9Fv •. CE 12592
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
DEPTH TO WATER AFTER MONITORING
1.6
3/27/25 1
2
3
4
5
6CH (SILTY CLAY w/ SOME SAND)
Professional Engineers Stamp:
Rabbit Creek V&H L14A
3/27/25 020-571-15
Northern Construction
159 8/16
OB
10
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: JARED EARLS
165 8
16
12.5'
4/4/25
COMMENTS:
SITE PLAN
7
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
5/20/25
MOISTURE NOTED AT TIME OF DIGGING?NONE
GP (GRAVEL w/ SAND AND SILT)
WATER AT 12.5'
6
6
5 15
16
5 15
16
5 15
16
159 8/1610 165 8
16
159 8/1610 165 8
16
159 8/1610 165 8
16
159 8/1610 165 8
16
159 8/1610 165 8
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251165, Curtis Townsend, 06/09/25
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 Se e cc, bed ref 20 2 5� by and between&6 [ dr�a a u=,1_herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY"; in accordance with Anchorage Municipal Code
(AMC)15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
I. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as Advantex
located at (legal description)
Rabbit Creek View & Hight Block 7 Lot 14A
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.
0 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
y� includes an annual maintenance fee (typically $400 to $600).
# 0 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
40 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
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.
0 Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
41D 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
OWNER:
By: (signature) Date: a 11�12021S—
Ale k54Z 110- V Qkt-a.ft (1G`I (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this
2025,by1V%v)a aoLunov y-mct.
NOTARY PUBLIC FOR ALASKA
My Commission expires: M (.d` e,,h Q) Z 02 8
MUNICIPALM.
By: V L (signature)
,; j '�a t ��-5 (prirrt name)
17 day of �2 21 nQ C
State of Alaska
NOTARY PUBLIC
Irina Bolsunoviskaia
My Commission Expires Mar 13, 2028
Date:
Title: C I v t C-'-- C-- �, ',--r C- - R--
(rev. 05/ 18/2018) Page 3 of 3