HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1V LT 19A-1Rabbit Creek
View &Heights
Block 1 V
Lot 19A
#020-541-27
MUNICIPALITY OF ANCHORAGE
ti»�nr
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
De partIII e111"
On -Site Wastewater Disposal System Permit
Permit Number: OSP251087 Effective Date: 4/30/2025
Work Type: Septic Upgrade Expiration Date: 4/30/2026
Tax Code Number: 02054127000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1V LT 19A-1 G:3241
Site Mailing Address: 16100 NICKLEEN ST, Anchorage
Owner: CARR ROSS Lot Size in Sq Ft: 43396
Design Engineer: FORGE ENGINEERING Total Bedrooms: 3
This permit is for the construction of:
Q Disposal Field R1 Septic Tank ❑ Holding Tank ❑ Privy ❑ 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: Use MOA approved pump vault in this system. Pump vault is required to reduce vertical
separation to groundwater.
Received By: S. S `V-- 3 T F
Issued By: L L
Date:
Date: �1 3 20 2 S
ON -SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D. 020-541-27
Property owner(s) Ross Carr Day phone 907-519-8856
Mailing address 16100 Nickleen St, Anchorage, AK 99516
Site address 16100 "-'100 Nickleen St
Legal description Rabbit Creek V&H, Block 1V Lot 19A-1
Number of Bedrooms - 'S
Engineering Firm Forge Engineering
Building Permit Number
Not Applicable RE
APPLICATION IS FOR:
APPLICATION IS AN:
(Z all that apply)
Absorption Field
0 Initial El
Septic Tank
0 Upgrade R
Holding Tank
0 Renewal El
Privy
n
Well
EJ
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: S_ V
Date of Payment: � /7 / zo 7-
Permit No. 0
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
July 8, 2020
MOA Development Services
Department of On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Subject: Rabbit Creek View & Heights, Block 1V, Lot 19A1 – 16100 Nickleen Street
Septic System Design
Dear On-Site Services Engineer:
This lot currently has an undocumented holding tank for sewage disposal. The owner intends to
construct a legal septic system to serve the small home on the lot. We are submitting this design
and permit application for the construction of a new septic system with capacity to serve a three-
bedroom home. The attached site plan identifies the location of the home and the existing well
which will be documented during the course of construction. The existing and proposed septic
system locations are also shown. No conflicts exist between this proposed system and any other
well or septic system on this lot or adjacent lots.
The ground surface on the lot slopes to the northeast at 10% in the area of the proposed trench.
There are no slopes greater than 25% within 50 feet down slope of the trench. Ground surface
contours are shown on the site plan indicating the grade and direction of flow. Storm water
drainage will not impact this septic system. The new trench will be constructed parallel to the slope
as much as possible.
The new septic system will include a Category III treatment tank and pod with a minimum of 50’
from all wells and surface water, 10’ from any water service and more than 5’ away from the septic
tank.
Please refer to the attached test hole log and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251087, Curtis Townsend, 04/30/25
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
FEET
0 50 100
NI
C
K
L
E
E
N
S
T
SEPTIC PLAN
8/22/23
10' UTILITY EASEMENT
RABBIT CREEK VIEW & HEIGHTS, BLOCK 1V, LOT19A-1
1-BDRM HOME
MT
TH1
ADVANTEX FAP. TANK WILL BE PLACED IN
GROUNDWATER AND MUST BE SECURED
TO PREVENT FLOTATION IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS
45' LONG x 5' WIDE x 0.5'
EFFECTIVE DEPTH
ABSORPTION TRENCH.
EXISTING HOLDING TANK TO BE
DECOMMISSIONED PER MOA CODE.
EXISTING WELL TO BE
DOCUMENTED & CODE
COMPLIANCE VERIFIED.
MT
ALTERNATE SITE
116
5
1160
1 155
1170
ADVANTEX PUMP VAULT
24" CMP PIPE w/ PUMP SETUP
DECOMMISSION OUTHOUSE PER CODE
BACKFILL AND MOUND UP MIN 12"
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251087, Curtis Townsend, 04/30/25
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
8/22/23
RABBIT CREEK VIEW & HEIGHTS, BLOCK 1V, LOT 19A
DESIGN FACTORS:SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: 44 MIN/IN
APPLICATION RATE: 2 GPD/SF
5' WIDE SHALLOW TRENCH SYSTEM
1,500 GALLON ADVANTEX TREATMENT TANK
(FAP) w/AX-20 FILTER POD AND PUMP VAULT.
1" PERFORATED PVC (HOLES DOWN)
30 - 3/16" HOLES @ 1.5' SPACING
DRAINFIELD ROCK
5'
1'
1'
BOTTOM OF TRENCH: 2' BELOW GRADE
FLOW LINE ELEVATION: 1.5' BELOW GRADE
TOP OF TRENCH: 1.0' ABOVE GRADE
450 GPD / 2 GPD/SF /5' WIDE * 1.0 (RED. FACTOR) = 45 LF TRENCH REQUIRED (45 LF SPECIFIED)
6"
6"
2" INSULATION &
GEOTEXTILE FABRIC
1' MOA APPROVED SAND
1'
REMOVE PEAT AND ORGANICS TO UNDERLYING RECEIVING
SOILS. REPLACE WITH MOA APPROVED SAND TO ELEVATION
SHOWN.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251087, Curtis Townsend, 04/30/25
Professional Engineers Stamp:
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
RABBIT CREEK VIEW & HEIGHTS B1V L19A-1
3/25/20
J. MILLETTE
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?-
44.1 6
5 6
020-541-27
CINDY BAKER
10:56
3/25/20
1
2
3
4
5
6
4 0
16
11:26
11:27
11:57
11:58
12:28
1' OB
NO
5'
4/2/20
GM (SILTY GRAVEL)
CL/ML (SILTY CLAY)
30
30
30
4 12
16
4 0
16
4 11
16
4 0
16
4 11
16
12
16
11
16
11
16
A B
TH#1 59.5 42.8
A
B
TH#1
EXISTING HOME
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251087, Curtis Townsend, 04/30/25
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 T Day of �M of 20 tA5, by and between
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 Advantex Fully Assembled Package
located at (legal description)
Rabbit Creek View & Heights, B1V L19A-1
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
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
OWNER:
_(signature) Date:
(print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this foday of pn I
20 29, by Rou D- t'_arr
'6 �
NOTAR PUB IC FOR ALASKA
My Commission expires: M Ja61 /.2o2.to
MUNICIPALITY -
By:
i'— (signature)
(print name)
t_EIGH Y. BOADO
Notary Public
State of Alaska
My Commission Expires Mar 29, 2026
Date:
Title: C, ( V 1 L
�L-
(rev. 05/18/2018) Page 3 of 3
Minor items maybe omitted due to heavy GRAPHIC SCALE. • 1 Inch = 30 Feet
snow on site at time of survey.
o c 15 0 15 30 60
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S89°5628E 238.45
10' UTILITY EASEMENT
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/* 49TH:
Date Scale Legal Description /
3/7/2020 111 = 30' I hereby certify that the property described hereon has been surveyed p /
b me, or atm direction, and that the improvements situated thereon BOBBY F. BURNETT
BOBBYE BURNETT Grid LOT 19A-1, BLOCK 1V are within the property lines and do not overlap or encroach on the N L�-5464
2941 Carriage Drive SE 0804 AS -BUILT RABBIT CREEK VIEW & HEIGHTS property lying adjacent thereto unless otherwise shown. That no , .���L� /
Anchorage, Alaska 99507 improvements on the property lying adjacent thereto encroach on the p� AW
� Drawn b
907 Field Book SUBDIVISION
350-5541 y premises in question and that there are no roadways, transmissionSSIONAUL
BFB ASB2020 PLAT # 2004-91 lines or other easements on said property except as shown. ��__�
February 11, 2025
Ross Carr
16100 NICKLEEN ST
ANCHORAGE, AK 99516
Subject: Legal Description: RABBIT CREEK VIEW & HEIGHTS BLK 1V LT 19A-1
Dear Ross:
Our records show that you purchased this property in 2020. This property transferred ownership without the
benefit of a Certificate of On -Site System Approval (COSA). This means the systems involved are out of
compliance with Anchorage Municipal Code (AMC). A COSA is now required to be obtained for this property.
It is our understanding that a private well was drilled on this property and there is a wastewater holding tank.
These were installed without the benefit of a permit.
Please contact our office within 30 days to inquire how to obtain a COSA. The Onsite Water and Wastewater
Section will do what we can to help you make the private water and septic system approved to operate.
Sincerely,
Curtis Townsend
On -Site Water and Wastewater Section
z . w
7qp Elmore R6ad Alasl.a 99507 x ivww nnuni oY ransite
TO
SUBJECT
iViEEcaSAGE
REPLY
SIGNED
Redif?rm® 4S 471
SEND PARTS I AND 3 WITH CARBON INTACT -
PART 3 WILL BE RETURNED WITH REPLY.
DETACH AND FILE FOR FOLLOW-UP
Total Depth ~f Excavation 12- .
Groundw~t er
( ) Not Reached
Depth, if Reached
Classification Methoc!
Visual
Sieve Analysis
()
Material at Total Depth' I~L
Bedr____o.~k
(~() Not Reached
Depth, if Reached
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRON~qENTA[ QUALITY
3330 "C" Street
ANCHORAGE, ALASKA 99503
Performed For '~' k.gyv<~- (J~j'V~-,~A?9
Legal Description: Lot /~__Block / __
This Form Reports Soils Log
Case #
Percolation Test
- Soil Test Must Be Logged To 4' Below Proposed Seepage System -
Depth
Feet
Soil Characteristics
~- ~ (',,,"x
4~
6~
7~
8~
9~
]0~
11--
14~
__Li I I I 1
.I_i_LJ .... i
_~_L__L i I !
til I ,_1 I
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Li ! L_X / I t I
LJ · i: J_J._~_L_t i J
L_LJ LJ JJ ~ J
/. "-~
Was Ground Water Encountered~dqj"¢/kJ j~,
If Yes, At What Depth? 0~4'
Reading
Date
Gross Time I Net Time
Depth to H20
Net Drop
L
ercolation Rate Minute
Proposed Install~F: Seepage Pit Drain Field
Depth of Inlet .................. Depth to Bottom of Pit Or Trench.
COM~ENTS:
,1
Da te:
G ....,T~-_R ANCHnRAGE AREA E~OROUGF",-,~
DEPA', )!ENT OF EH\!IRON~'!EI',ITAL QUA!
3500 TUDOR ROAD
ANCHORAGE, ALASKA 99502
Performed For V
Legal Description: Lot_/~ Block
This Form Reuorts Soils Log
Date Performed
_ Subdivision. .):~f//~-' .
Percolation Test
Depth
Feet
Soil Characteristics
9
Wa~ Ground Water Encounte[:~d2..~
Readinfl
Date
Gross 'ri me
Net Time
Percolation Rate ~linute
Proposed Installation: Seemaae Pit
PeDth of Inlet
C~f~ENTS:
Depth to H20
Drain Field
Depth To Bottom Of Pit Or Trench
'1
Net DroDi
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION:
J u i,~ 2 ,,~ 1978
RECEIVED
Harild ~ried /
,8401 Craiger Court ....
Anchorage, Alaska 99507
Ilea, ,h and Environmenta1
Protection Department
Sewer and Water Section
825 L Street
~chorage~ Alaska 99501
SUBJECT LOt 19A Block 1 Rabbit Creek View Subdzvzszon DA/E June 27i ~:978
I~AESSAGE
uPOn the following criteria. '
(i) No Water supply may be installed on the subject property.
(2) No on-site sewage disposal is allowed other than privy or chemical
toilet unless a soil test zndzcates soils absorption and an
installation permit is ob~ined.
REPLY
SIGNED ~,es N. BUchholz, R.S.
Redi~orm® 4S 471 SEND PARTS ! AND 3 WITH CARBON INTACT -
PART 3 WILL BE RETURNED WITH REPLY. ecx¥ PAK (5o SETSI 4p 471
