HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 3V LT 6ARabbit Creek
View &Heights
Block 3V
Lot 6A
FRANCESC A DRIVE
w
C=104 20' R=330. 00'
2
O
h
cV GRAVEL cV
Lot 5A
r-
�
CONNEX -.. >.:....
CARPORT
WITH
CARPORTS
SEPTIC . ...:. ;.�:
VAULTSEPTIC \
:..: '.:
I r: MANHOLES
SHEDS /
N Lot 7A
CABIN pE1A1L J o
27.4 0
\ GRAVEL
\ I SEPTIC V COVERED PATIO CARPORT PIPES WELL WOODEN WALKWAY
Lot 6A v 19�
128.99'
1 STORY
(�l 5.7' RESIDENCE0' x 15' UTILITY EASEMENT w WITH WALKOUT
\ 3 BASEMENT
2 10' UTILITY EASEMENT W 43•S
� CANT
4.3' DECK
LJ
oho+ SAUNA 0 HOUSE DETAIL
\ \ Scale: 1 = 30
\ o
S 84711135"W 128.99'
GREENBELT
NOTES: GROUND LEVEL IMPROVEMENTS SHOWN ARE APPROXIMATE. REVISED: 09 MARCH 2O26
DATE OF SURVEY: 09 DECEMBER 2025
PLOT PLAN __- AS BUILT X SCALE _ 1 50� GRID SW 3241 __ Pro ect No. — J25-215 Al _
Lang & Associates , • AP—C. Box 21Alaska z�
nchorage, Alaska 99521-0005
Professional Land Surveyors sure22-6g OF n��o044
urve y@Ian survey.com Do
1 hereby certify that I have surveyed the following described Q��,`Q' 1s'�VODO
property:
g
LOT 6A, BLOCK 3V, RABBIT CREEK VIEW do RABBIT CREEK HEIGHTS SUBDIVISION REPLAT (Plat No. P-288) T
Anchorage Recording District, Alaska, and that the improvements situated thereon are ..."' '
D
within the property lines and do not encroach onto the property adjacent thereto, that Q Q no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible Q
LANGo
easements on said property except as indicated hereon. � '• �
Dated this the Day of _�/AG /-) at Anchorage, Alaska`''•LS-9944.•
404
It is the responsibility of the owner to determine the existence of an easements, ROFfSSIONAL
covenants, or restrictions which do not appear on the recorded subdivision . lot
P State of Alaska AECC963
From:Ben Schiller
To:Townsend, Curtis L.
Cc:Justin Earls
Subject:Re: PERMIT CLOSED | Rabbit Creek V&H B3V L6A - 16130 Francesca Dr
Date:Tuesday, March 10, 2026 8:30:22 AM
Attachments:J25215 - 16130 Francesca Dr - as-built - REVISED 09 March 2026.pdf
[EXTERNAL EMAIL]
Hey Curtis,
Please note that after we had some discussions with the homeowner he did decommission the
outhouse. Attached is the latest survey.
Ben Schiller, PE
907-310-9090
On Fri, Mar 6, 2026 at 1:18 PM <veronica2017-noreply@trellobutler.com> wrote:
Want to get the details? Go to Trello
Rabbit Creek V&H B3V L6A - 16130 Francesca Dr IR/Record drawings approved.
PERMIT CLOSED OUT. https://trello.com/c/oeUATAay
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Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP251392
PID Number: 020-541-30
Dwelling: RE Single Family (SF) El with ADU [:1 Duplex (D) R Two Single Family Project: El New FE-1 Upgrade
Name
Brad Precosky
ABSORPTION FIELD
R Deep Trench M Wide Trench [:] Bed RE Mound
Site Address
16130 Francesca Dr
El Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
(907)440-1857
13
GPD/SF
1.5 Ft.
LEGAL DESCRIPTION
15.0
Depth to pipe invert from original grade
1.0 Ft.
Gravel depth beneath pipe
0-5 Ft.
Subdivision Block Lot
Rabbit Creek View & Heights 3V 6A
Fill added above original grade
2.2 Ft.
Gravel length
2 0. 0 Ft.
Township Range
Section
Gravel width
5.0 Ft.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
1
Dist. between trenches
N/A
From
Tank
Field
Tank
Line
100 Ft2
Ft.
Well
>50'
>50'
N/A
N/A
>251
TANK 91 Septic El S.T.E.P. 171 Holding El Other
Manufacturer
Adva ntex/An Cho rage Tank
Capacity
1500 Gal.
Surface Water
>50'
>50'
N/A
N/A
Material
Plastic 12
Number of compartments
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>10'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Orenco
Capacity
250 Gal.
Remarks Advantex FAP
Alarm location
10' S of NW corner of house I
Electrical installed by
Power Lighting & Control
Installer
PIPE MATERIAL House to tank Tank to D1785
drainfield
Northern Excavation
Drainfield D1785 CO/MT D3034
Inspector Justin Earls
BENCH MARK (Assumed elevation) 100 ft
Inspection 15t 12/3/25 12/3/25
Location and description
dates: 2nd
th
.1 —
o
ottm of siding @ gas meter
31d 4
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
IF Ak
Conditional Approval:
Date
. • 4k��
Klt`
...........
Septic System
1�h
ienjarr4fvSchiller .' W
Approved
Date
CE12592
�-.12/8/25
-.
'N AM'
\:�, mv
PROFESS�*
Note: this approval does not include well permit requirements.
(Rev 05/02/18)
RABBIT CREEK VIEW & HEIGHTS, BLOCK 3V LOT 6A
PERMIT # OSP251392 PID # 020-541-30
FRANCESCA DRIVE
--
, t
------------
NEW TRENCH >50' FROM PROP 1500-GAL
LINE, NO CONCERN OF WELL ADVANTEX FAP
CONTAMINATION SEPTIC TANK
50' STREAM OFFSET ; 1 t ' A -. - EXISTING WELL w/ 50' RADIUS
1
C l y _ __
B 1-BDRM HOME
i r
C
\� ~ALTERNATE SITE VACANT
�.� MT1
- Lot 6A
f
TH#
\ TH LOCATION
\` T2
10' x 15' UTILITY \ CONFIRMED DURING
EASEMENT \ INSPECTIONS
�'--- 10' UTILITY
EASEMENT �
� 20' LONG X 5' WIDE
0.5' EFFECTIVE DEPTH\
�FC��IA / TRENCH \
C'R`-
SAUNA
ENGINEERING NOTE:
EXISTING SEPTIC TANK AND DRAINFIELD A B C LEGEND
"wQ'C� ' '`:�cQ,ifl�` DECOMMISSIONED PER AMC 15.65
PLAN AS -BUILT
..
Benja i Schiller
F��sl C v2692
1
,�l\moo pROFE3510NP��..'�
1 40 :i
w
2CO
45.3
17.5
CO - CL
2CO - D
FCO - F
FS - FL
MMH - MA
MH
47.1
20.3
POD
46.6
23.8
PV
48.2
17.4
MT1
63.9
52.8
MT2
71.5
54.17
EANOUT
OUBLE CLEANOUT
OUNDATION CLEAN(
OW SPLITTER VALVE
NHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
IMMIX i i i •
PERMIT # OSP251392
SLOPES <3:1
2" INSULATION
FNGIN�ING
PI D # 020-541-30
101.7 FINISH GRADE 99.5 ORIGINAL GRADE
MIS
ml
GROUNDWATER @ 95.0 10/13/25
91.0
98.0 -� (- 98.5
PROFILE AS -BUILT
(NO SCALE)
• ' •• • Benja• ' Schiller
�,�F��Sj�•. CE212592 .•�v���i
(lt\tea PROFESSIONP�.:F`�
MITNICIPALITY 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 fll Day of a of 20a(., by and between
S herein the " W1VER," and the Municipality of
P ty
Anchorage, herein the "MUNICIPALI . Y", in accordance with Anchorage Municipal Code
(AMC) 15.65365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systerns. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described. as Advantex system
located at (Legal description)
Rabbit Creek View & Heights, Block 3V Lot BA
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 matte 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
ature) Date: � , pe —� (a
name)
STATE OF ALASKA
)-sS.
THIRD JUDICIAL DISTRICT
The foregoing instrument was acknowledged before me this A8%Y of
20_%0,
A
01A
CANDYSAENGMANY
Notary Public
State of Alaska
MY Commission Fxplres Sep 19, 2029]
up:
AlVMCIP41
By: (signature) Date: 3
�jv Nib S o(print name) C
Title:
(rev. 05/18/2018) Page 3 of 3
\� FRANCESCA DRIVE
0
20 V\
-104, ' R=330. 00'
,NV h
2
0
N GRAVEL :. N
Lot 5A M
a CONNEX CARPORT
; WITH
:: ...'.. CARPORTS:. ..
z SEPTIC `.: \
VAULTA / SEPTIC .... \
MANHOLES
SHEDS /
x0
N Lot 7A
CABIN
SEE
OUTHOUSE HOSE
OE1F� �J o
27.4 0
\ O GRAVEL
\ I In COVERED PATIO'., CARPORT
SEPTIC WELL
PIPES WOODEN WALKWAY
I Lot 6A o 2, 8 A
\ 1 128.99 Q 8.1' 1 STORY N 1
\ Q� 6'A 5.7' RESIDENCE
10' x 15' UTILITY EASEMENT -J WITH WALKOUT
\ J BASEMENT
a
2 10' UTILITY EASEMENT L 43
3.0'
CANT 4.3' DECK
HOUSE DETAIL SAUNA � Scale: 1 " = 30,
� \ o
0
S 84.11135W 128.99'
GREENBELT
NOTES: GROUND LEVEL IMPROVEMENTS SHOWN ARE APPROXIMATE. DATE OF SURVEY: 09 DECEMBER 2025
PLOT PLAN AS BUILT X SCALE 1 " = 50' _ GRID SW 3241 Project No. 425-215 Al
P.O. Box 210005 1� Z
Lang & Associates, inc. Anchorage, Alaska 99521-0005 -�-5 p000 �O
(907) 522-6476 0 OF A � opp
Professional Land Surveyors survey@langsurvey.com .. On
I hereby certify that I have surveyed the following described property:
LOT 6A, BLOCK 3V, RABBIT CREEK VIEW do RABBIT CREEK HEIGHTS SUBDIVISION REPLAT (Plat No. P-288)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
77"
Dated this the _�' �--Day of `V ff2 Dd*t , 2 -at Anchorage, Alaska
It is the responsibility of
the owner to
determine the existence
of any easements,
covenants, or restrictions
which do not
appear on the recorded
subdivision plat.
State of Alaska AECC963
Permit Number:OSP251392
Tax Code Number:02054130000
Work Type:Septic Upgrade
Effective Date:
Design Engineer:
Site Legal Address:RABBIT CREEK VIEW & HEIGHTS BLK 3V LT6A G:3241
Owner:PRECOSKY BRADFORD L
Site Mailing Address:16130 FRANCESCA DR, Anchorage
Lot Size in Sq Ft:47953
Total Bedrooms:3
This permit is for the construction of:
Disposal Field Septic Tank Holding Tank Privy
Non-Public
Water 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. Coodinate with On-Site staff regarding preferred method.
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
10/29/2025
10/29/2026
FORGE ENGINEERING
Expiration Date:
þ þ ¨¨¨¨
Issued To:
Issued By:
Date:
Date:
10/29/2025
10/29/2025
FORGE ENGINEERING
Isatou B Njie
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 Wastewater Disposal System Permit
October 16, 2025
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Rabbit Creek V&H, Block 3V lot 6A – 16130 Francesca Dr
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot owns a 1-bedroom home on the property. The house has an
undocumented septic system and the tank has collapsed, so we are submitting this permit
application for the construction of a new septic system. The attached site plan identifies the
location of the home as well as the proposed 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 mild slope under 10% across most of the lot. While there are
some steeper sections closer to the north end of the lot 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.
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 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
OSP251392, Isatou Njie, 10/29/25
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=40'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
RABBIT CREEK VIEW & HEIGHTS, BLOCK 3V LOT 6A
FEET
0 40 80
1-BDRM HOME
SEPTIC PLAN
10/20/25
SHEDS
EXISTING SEPTIC TO BE
DECOMISSIONED
10' UTILITY
EASEMENT
FRANCESCA DRIVE
10' x 15 UTILITY
EASEMENT
SAUNA
CABIN
OUTHOUSE
CARPORT
LITT
L
E
C
A
M
P
B
EL
L
C
RE
E
K
TH#1
MT
EXISTING WELL w/ 50' RADIUS
20' LONG X 5' WIDE,
0.5' EFFECTIVE DEPTH
TRENCH, ENSURE 50'
FROM CREEK
1500-GAL
ADVANTEX FAP
SEPTIC TANK
INSTALL 2CO IN
PLACE OF FCO
PUMP VAULT
MT
VACANT
LOT IS OCCUPIED,
NO RECORDS OF
WELL OR SEPTIC,
LOCATE WELL AND
ENSURE 50'
SEPARATION TO
PROPOSED SEPTIC
1160
1165
1170
1175
1180
ALTERNATE SITE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251392, Isatou Njie, 10/29/25
RABBIT CREEK V&H, BLOCK 3 LOT 6A
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
DESIGN FACTORS:SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: 6.0 MIN/IN
APPLICATION RATE: 5.0 GPD/SF
5' WIDE TRENCH SYSTEM
1500-GAL ADVANTEX FAP SEPTIC TANK
BOTTOM OF TRENCH: 1.5' BELOW GRADE (2.5' MAX)
FLOW LINE ELEVATION: 1.0' ABOVE GRADE
450 GPD / 5.0 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5' DEEP] = 18.0 LF TRENCH REQUIRED
(20 LF SPECIFIED)
10/16/25
6"
2'
6"
DRAINFIELD ROCK
GEOTEXTILE FABRIC
& 2" INSULATION
1 1
4" PVC w/ 1
8" ORIFICES
EVENLY SPACED @ 1.0'
OC
6"
MAX 3:1 SLOPE, PROVIDE 6"
TOPSOIL & GRASS SEED
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251392, Isatou Njie, 10/29/25
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
6.0
10/6/25 1
2
3
ML (CLAYEY SANDY SILT)
Professional Engineers Stamp:
RABBIT CREEK V&H, BLOCK 3V LOT 6A
10/6/25 020-541-30
BRADFORD PRECOSKY
2 4
16
OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: JUSTIN EARLS
7 4
16
4.5'
10/13/25
COMMENTS:
SITE PLAN
5 0
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
10/16/25
MOISTURE NOTED AT TIME OF DIGGING?YES
SM (SILTY SAND w/ POCKETS OF
CLAY)
2 4
1630 7 4
16 5 0
16
2 4
1630 7 4
16 5 0
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251392, Isatou Njie, 10/29/25
Development Services Department
Building Safety Division
ll
On-Site Water & Wastewater Program o'
4700 Elmore Road r
P.O. Box 196650 IiX4 F"
Mark Begich Anchorage, AK 99507 s . E , r
Mayor w W.muni.oro/onsite
(907)343-7904
Pump Installation Log
Well Drilling Permit Number: SW Date of Issue:
Parcel Identification Number:
Legal Description
16116 Francesca
Anchorage, AK
B - 3 V L_
Pump Installation Date: 1 2/1 612 01 3
Pump Intake Depth Below Top of Well Casing: 26
Pump Manufacturer's Name: Goulds
Pump Model IOSB05412CL
Pump Size 112 hp
Pitless Adapter Burial Depth: 6 feet
Pitless Adapter Manufacturer's Name: Monitor 2" weld in
Pitless Adapter Installer: unknown
Well Disinfected Upon Completion? ❑✓ Yes ❑ No
Method of Disinfection: chlorine SOPPM
Comments:
Pump Installer Name: Chad Cross
Sullivan Water Wells
feet
Property Owl
Tom Tracey
16116 Francesca
Anchorage, AK
Address:
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
December 29, 1978
x#780753
Joseph Beucler
Francesca Drive
Anchorage, Alaska
Subject: Lot 6 Block 3 Rabbit Creek View Subdivision
A permit issued by this department for well and/or
sewer system has expired.
k
Permits are issued on a calendar year basis, as stated
on the permit, by authority of Municipal ordinance.
If you have drilled the well, a well log should be
sent to this department to document the installation
date.
If there are any further questions, please contact
this office at 264-4720.
Sincerely,
Les N. Buchholz. R.S.
Senior Environmental Specialist
LTdB/l j w
enc: copy of permit
'u Ci
L. 1. 'T- CD F�-:- Fl P-41 IC::.-. V-
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D HEFRAS AND Elf? I FICIGIENT'I'lL. Fit.WFECTIO1.11
S'T'501..
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us SIZER 457M SUMEE MET
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,5('.', 'FO 20f.'3 F'r-.'!OrI A PUEWC IWELA DEPE:NDINQ UPON THE: rePE: OF PUBLAC: kffll...
11ELA [ OCiE,'. ARE" FAQUIREM AND MUST RETTURNED TO TAE: DEPFVZTME14T WITAIN 110 DAYS
lf" -l"FIFE COMM E' TI ON.
)THER MEQUIREPIENTIN MAY A F" F" 1. T
IVA I t ... FlBLE TO INSLIFS PR'OFIFER IhlS-r'ALL.A-rj:ot.,i.
1: "1 1: F : C* FEE M IS FJV..-:
F.- Y THA*T
I FRI FF',RIILIF'IR 1417*11 TidE: REQUIREMENTS F -01R ON SITE Sfi,*HEW'.' AND
'OR."P-1 BY THE MUNICIPAL.1"T'l-rl OF-" f1r.-IC."HORAGE1.
I WILL INSTA.L. 'rHE 1,11"I'T.1 Tl IE.: CODE:S.
I G N E D : -. - ..... ..... ..
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