HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 5H LT 24A
RABBIT CREEK VIEW
& HEIGHTS
Block 5H
Lot 24A
#020-561-31
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: OSP231088
Work Type: WellSeptic Initial
Effective Date:
Expiration Date
Tax Code Number: 02056131000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 5H LT 24A G:
Site Mailing Address:
Owner: BODE DEAS M & KARLENA
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
ilzcnt S
1°
Department
5/24/2023
5/23/2024
Lot Size in Sq Ft: 17458
Total Bedrooms: 4
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
Received By: r—O(L-C7
-I
Issued By:
Date:
Date:
S `� �Z3
GLV UHC CC PDAL.0TV OF „HCH0
---------------
-,
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-561-31
Property owner(s) Deas Bode Day phone 907-250-4989
Mailing address 7800 Marino Dr, Anchorage, AK 99516
Site address NHN Marino Dr
Legal description (Sub's., Block & Lot) Rabbit Creek V&H B5H L24A
Legal description (Township, Range & Section)
Lot Size 17458 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑x
Initial R
Single Family (SF) x❑
Septic Tank
x❑
Upgrade El(w/wo
AD U)
Holding Tank
ElRenewal
ElDuplex
(D) El
Privy
❑
Multiple Dwellings ❑
(SF and/or D)
Private Well
❑x
Water Storage
❑
THIS APPLICATION
INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
k
(Signature of property owner or authorized agent)
Permit/Rush Fees: c6 2- D Waiver Fees:
Date of Payment: s� V Z,-, Date of Payment:
Receipt Number: 0 Receipt Number:
Permit No. 03P2 )osS Waiver No.
Permit App_::- : :'-.,:c
May 3, 2023
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Rabbit Creek V&H B5H L24A-NHN Marino
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-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.
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. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’
from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is
located more than 6’ away.
This new septic system will be a BioBarrier system, which is an Advanced Category III treatment
system. The application rate for this system with a perk rate just over 30 min/in is 6 GPD/SF, and
there are reduced horizontal and vertical separation requirements to groundwater. The layout and
components will be per manufacturer’s instructions as approved by the Municipality.
Please refer to the attached test hole log, 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
OSP231088, Curtis Townsend, 05/24/23
1
0
'
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
(
T
Y
P
)
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
PID # 020-561-31
RABBIT CREEK V&H, BLOCK 5H LOT 24A
FEET
0 50 100
SEPTIC PLAN
5/3/23
D
I
A
N
E
D
R
I
V
E
4-BDRM HOME
1220
1215
1210
1205
1225
50' SURFACE
WATER SETBACK
SURFACE WATER
4-BEDROOM
BIOMICROBICS
AWWTS
20' LONG x 5' WIDE,
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCH
EXTENT OF
MOUND
TH#1
ALTERNATE SITE
PROPOSED WELL
MAR
I
N
O
D
R
I
V
E
WELL LOCATION UNCLEAR, BUT AT
A MINIMUM SEPARATION IS >50'
FROM PROPOSED SEPTIC SYSTEM
EXISTING SEPTIC
SYSTEM > 100'
FROM WELL
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231088, Curtis Townsend, 05/24/23
RABBIT CREEK V&H BLOCK 5H LOT 24A
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' 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
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
4" PERFORATED PVC
(HOLES DOWN)
DRAINFIELD ROCK
5'
6"
1'
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 34 MIN/IN
APPLICATION RATE: 6.0 GPD/SF
5' WIDE TRENCH SYSTEM
2070-GAL ADVANCED TREATMENT TANK
BIOBARRIER SYSTEM
BOTTOM OF TRENCH: 0.5' ABOVE GRADE
FLOW LINE ELEVATION: 1.0' ABOVE GRADE
TOP OF TRENCH: 3.5' ABOVE GRADE
600 GPD / 6.0 GPD/SF / 5' WIDE * 1.0 RED FACTOR = 20 LF TRENCH REQUIRED
GEOTEXTILE FABRIC
6"
5/2/23
2'
MOA APPROVED SAND
6"
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231088, Curtis Townsend, 05/24/23
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 START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
34
7/16/20 1
2
3
GC (CLAYEY GRAVEL)
Professional Engineers Stamp:
NO
RABBIT CREEK V&H B5H L24H
7/16/2020 020-561-31
D.BODE
2:50 0
3:20
3:50
1' OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: L.TIDWELL
15 16
-
1.7
5/2/23
COMMENTS:
SITE PLAN
15 16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
5/2/23
30
30
0 1416
0 1416
1416
1416
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231088, Curtis Townsend, 05/24/23
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 17 Day of /"IAof 20 Z 3 , by and between
oeo,.s &J , herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as 6) ' ? ha rr [er
located at (legal description)
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
-b (3 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.
013 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).
D 13 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.
)0 J� 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
013 Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
0 13 Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
013 Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
U Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
JIL Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER:
By: (signature) Date:
Q-ot ' &S(tL-_ (print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT
The foregoing instrument was acknowledged before
2oa3, b ems Ie-
NOTAR P LIC FOR ALASKA
My Commission expires -%0,(_/c) a607
MUNICIPALITY:
By: (signature)
cy p_ i l3 Lo C"N5 j=„� p (print name)
Date: j 2 `t -ZD L-3
Title: G i V I L Fti 6 i ^..,u,z it-
(rev.
Z
(rev. 05/18/2018) Page 3 of 3
∆
∆
DIANE DRIVE
MA
R
I
N
O
D
R
I
V
E
Taylor L. Dosch
No. 189892
R
E
GIS
TEREDPROFESSIO N A L L A N D S URVEYOR