HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 10H LT 19AOnsite File
RABBIT CREEK VIEW
& HEIGHTS
Block 1OH
Lot 19A
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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
hftp://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP241288
Work Type: WellSeptic Initial
Effective Date
Expiration Date:
Tax Code Number: 02058145000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 10H LT 19A G:3341
Site Mailing Address: 8321 Harwood CIR, Anchorage
Owner: BODE SASCHA & CARA
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy
9/18/2024
9/18/2025
Lot Size in Sq Ft: 20815
Total Bedrooms: 4
2 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: � S Date:
Issued By: U LZ
Date: %
MUNICIPALITY OF ANCHORAGE
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. 020-581-45
Property owner(s) Sascha & Cara Bode Day phone
Mailing address 308 LCR 485, Mexia, TX 76667 3708
Site address 3821 Harwood Cir, Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Rabbit Creek V&H B1 OH Ll 9A
Legal description (Township, Range & Section)
Lot Size. 20,815 _Sq. Ft. Number of Bedrooms Four(4)
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(Z all that apply)
Absorption Field
M
Initial RX Single Family (SF) RX
(w/wo ADU)
Septic Tank
M
Upgrade R
Duplex ❑
(D)
Holding Tank
R
Renewal
Multiple Dwellings El
Privy
❑
(SF and/or D)
Private Well
RX
Water Storage
R
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,
(Signature of property owner or authorized agent)
Permit/Rush Fees: -#'Szo Waiver Fees:
Date of Payment: ge Date of Payment:
Receipt Number: Receipt Number:
Permit No. 25 i22SJ1 Waiver No.
Permit App_-'- : - ,
September 3, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Rabbit Creek V&H B10H L19A – 8321 Harwood Cir
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 proposed 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 slopes toward the back of the lot. Slopes are generally mild, with
none greater than 25% within 50’ of proposed systems. 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. 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
OSP241288, Curtis Townsend, 09/18/24
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=30'
1500-GAL FAP 2.0
ADVANTEX TANK
w/ AX20 POD
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
TH#1
RABBIT CREEK V&H, BLOCK 10H LOT 19A
FEET
0 30 60
FCO
Harwood Circle
SEPTIC PLAN
9/3/24
10' UTILITY EASEMENT
10' UTILITY EASEMENT
4-BDRM HOME
DECK
DECK
DRIVEWAY 1420
1415
1410
1405
1400
1395
1390
1385
PROPOSED
WELL W/ 50' &
100' RADIUS
≥10'
NEW CAT III 30' LONG x 5' WIDE,
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCH W/
MONITORING TUBE WITHIN 1'
OF TRENCH END
ALTERNATE SITE
VACANT PROPERTY
WITH NO ONSITE
SYSTEMS
NEIGHBORING
WELLS W/ 50'
RADIUS
VACANT PROPERTY
WITH NO ONSITE
SYSTEMS
LOT 11A SEPTIC SYSTEM TO
THE SOUTH >100' FROM
PROPOSED WELL RADIUS
MT
MT
PUMP VAULT
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241288, Curtis Townsend, 09/18/24
RABBIT CREEK V&H, BLOCK 10H LOT 19A
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
DRAINFIELD ROCK
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 2.6 MIN/IN
APPLICATION RATE: 6 GPD/SF
5-WIDE PRESSURIZED TRENCH SYSTEM
1500-GAL FAP 2.0 ADVANTEX TANK
BOTTOM OF SAND: 1' BELOW GRADE(TO RECEIVING SOILS)
BOTTOM OF TRENCH: 1.5' ABOVE GRADE
FLOW LINE ELEVATION: 2' BELOW GRADE
600 GPD / 6 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5 DEEP] = 20 LF TRENCH REQUIRED
(30 LF SPECIFIED)
GEOTEXTILE FABRIC &
2" FOAM INSULATION
11
4" PVC w/ 20 - 1
8"
ORIFICES EVENLY
SPACED @ 1.5 OC
6"
9/3/24
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
5'
6"
1'-6"
1'
2'
MOA APPROVED SAND
2:1 SIDE SLOPES W/
JUTE MATTING,
TOPSOIL AND SEED
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241288, Curtis Townsend, 09/18/24
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?
2.6
6/13/24 1
2
3
4
5
6
GM (SILTY GRAVEL)
Professional Engineers Stamp:
YES
Rabbit Creek V&H B10H L19A
6/13/24 020-581-45
Deas Bode
10:10 1 0
16
10:30
10:40
10:51
11:01
11:11
1' OB
19:00
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: M. Jakubisin
7 0
16
4.0
1.5'
6/24/24
COMMENTS:
SITE PLAN
6 0
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
8/5/24
1 0
1610:00 5 4
16 4 4
16
1 0
1610:00 5 1
16 4 1
16
1 0
1610:00 5 0
16 4 0
16
1 0
1610:00 4 15
16 3 15
16
1 0
1610:00 4 14
16 3 14
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241288, Curtis Townsend, 09/18/24
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 1 -7 Day of Sin y� >% of 20a y, by and between
J 4-5 oCZ�E 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- AWyeia
located at (legal description)
R, � ; �6 Crr-e-k V ,�- H E l o ff L. 194 -- ?32 / Pg,^WovW
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
_� hroughout 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.
4�t 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).
15�'wner 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
;�9—Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
G�-owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
`�-�.. wner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
`,� ,Amer agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
J�—'-6wner 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.
"ner 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: ;�W� G'Z--- (signature)
Y � ( g )
_;iLL5e-4 OoeZe_ (print name)
STATE OF E7 c : TCXctS }
ss.
Date: 9- ( -7_,? 0"'?
The foregoing instrument was acknowledged before me this n day of SA� ACet ;
202K , by ck-t &de,
2o�pRY � MARIBEL RAMIREZ
NOTARY PUBLIC FQR Ttycc3 NOTARY PUBLIC
* � * STATE OF TEXAS
My Commission expires: (()-� 202'1 �rghOFZti+�y PAyCorom.E'pi,
p e02222-2027
MUNICIPALITY:
By: (signature)
(print name)
Date:
Title:�-
Y
Iz-
(rev. 05/ 18/2018)
Page 3 of 3