HomeMy WebLinkAboutREXVIEW TERRACE LT 1ARexview
Terrace
Lot 1 A
#017-161-15
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 SEP Ne,2014 of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP131273 PID Number: 017-161-15
Dwelling: V Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New Upgrade
Name:
JAN WILLS
ABSORPTION FIELD
❑ Deep Trench Shallow Trench ❑ Bed ❑ Mound
Address
15401 WILLS WAY ANCHORAGE AK 99516
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
4.0 GPD/SF
1.2 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
+1.00.
Ft.6
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
REXVIEW 7-a rrq• c c_, 1A
Fill added above original grade .
3.4 Ft
Gravel length
Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
-"
Distance between lines
-- Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
150 Ft2
1
1 NA Ft.
Well
70'
>100'
70'
NA
>25'
TANK ❑ Septic ■ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
BIOCYCLE
Capacity
1500 Gal.
Surface Water
25'
>100'
25'
NA
Material
Number of compartments
Lot Line
>5'
>10'
>5'
NA
FIBERGLASS
4
NA
Foundation
>5'
>10'
>5'
NA
LIFT STATION
Manufacturer
Capacity
Curtain Drain
>50'
>50'
>50'
NA
BIOCYCLE
1500 Gal.
Remarks EXISTING HOLDING TANK DECOMISSIONED
Pump on level at
25
Pump off level at
44.5
High water alarm at
22.5
PER UPC REQUIREMENTS.
in
in.
in.
Pump make and model
Meyer
Electrical Inspections performed by
MOA
Installer
PIPE MATERIAL Housetotank 3034 Tank to
drainfield SCH40
ISAACS EXCAVATING
DrainfieldSCH40 COIMTF810
Inspector LARS SPURKLAND/ANSON MOXNESS
BENCHMARK (Assumed elevation) 100 It
Inspeectio t� 8/7/14 8/7/14
Location and description
da: 2nd
30 4+n
BOTTOM SIDING NE HOUSE CORNER
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
E
Conditional Approval: Date
i00 4
4
S E. SPUFKLAND.',<'
%p 15 0 fr✓
I1�F�lR
ADDroved
Eai`_
Date-7L //Z9
\����
inspection Report_ r ooc
SLOPE - 15X
SUPE - 15X
INSTALLED 3 -BEDROOM SEPTIC SYSTEM
INSTALLED BIOCYCLE AWWTS SYSTEM
TRENCH LENGTH 30 FEET
WIDTH 5 FEET
MAX EXCAVATION DEPTH I FOOT
FILTER SAND 1.5 FEET
ROCK DEPTH 1 FOOT
2 INCH INSULATION
SLOPE - 15Y
WELL CASING MUST BE EXTENDED TO 18+0
GRADE, INSTALL NEW SANTARY SEAL, AND sLaPE _ 15Y
well UNARM MIGH
A
B
D£COMUSIONED £XIS
D m HOLDING TANK PER
CODE R£OUM£MI
JSLS£ ^ 15X
�pW N° SEASONAL POND
�DII S !PE - 15X
NOIE.• SLOPES EXC££O/NG T5X WERE NOT OBSERVED
WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED
ARSORPT ON FIELD LOCATION.
NOTE., THIS IS NOT A SURVEYED PUT. WELL k SEPTIC
LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER
DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE
APPROXIMATE.
25 0 25 50 75 100 125 150
SCALE, 1' = 50 FT.
SLOPE - 15X
SWING TIES A 8 C
BIOCYCLE D
44.0' 19.5'
D.F. MT IT
194' 2027'
D.F. MT F
201.5' 221.5'
SLOPE - 15X
SLOPE - 15Y.
SAME - 15X
IblUKKIANI) L:NUINUMING I I REXVIEW TERRACE LOT lA
ANCH. AK. 99501 I I SEPTIC SYSTEM ASSUILT I
203 V 15TH. AVENUE JAN VILLS BATE, AUG 19, 2014
r9m1 a79-z9u osanl W171 C i.rav dAl/'JlI7Odf.0 AY 99576 SHEET+ 2/3 GRID3138
PERMIT # DSPI31273 PID # 017-161-15 REXVIEVTERRACELIA.SC50R£V-ASB.DV6
BloCycle wastewater Treatment ll\ 2-80ROOM RESIDENCE
DRAINAGE SWALE DETAIL
�. G.
05'
F.C.
B T,S
5' X 30' Shallow Trench:
5' Wide
30' Long
Exca va tion Depth 1'
L5 ' MOA F#ter Sand
0,6' Sewer Rock
2' Insulation
O3/16' holes 2 30 Inches oz NOT TO SCALE
SPURKLAND ENGINEERINGREXPEN' TERRACE LOT IA I I SEPTIC SYSTEM ASBUXT I
203 W15th Ave JAN WILLS DATE, AUGUST 13, 2014
Anchorage Ak 99501
279-3916 11 15401 WILLS WAY, ANChVRAGE, AK 99516 SHEET, 3/3 GRID: 3138
PERMIT # DEP131273
PARCEL 1D If 017-161-15
R£XVIEVTERRACELIAD3-ASB,OWG
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY
%OF ANCHORAGE
AND '42 G,/',ILJ
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
Day ofr rj of20�-_ , by and between
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
located at (legal description).
2. Definitions.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations. Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. 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.
I. Owner agrees to provide and maintain a telephone connection to the AWWTS as
required by the AWWTS approval.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner: (/ 1%/L� G1��/s
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair 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 Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
BY:Z (signature) Date:
l ' i (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT }
The foregoi� instrument was acknowledged before me this day o�
-NOTARPtlBL1C FOR ALASKA
My Commi 'on expires:- cL, , /0, '2a9 = 'NOTARY
._ PUBLIC
MUNICIPALITY:
By: (signature) Date:
name) Title:
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number:
OSP131273
Tax Code Number:
01716115000
Work Type:
Septic
Permit Effective Dates: August 27, 2013 to August 27, 2014
Design Engineer:
SPURKLAND ENGINEERING
Subdivision:
REXVIEW TERRACE
Site Legal Address:
REXVIEW TERRACE LT 1A G:3138
OwneriAddress:
WILLS JANICE L
15401 WILLS WAY ANCHORAGE AK 995165008
Site Mailing Address: 15401 WILLS WAY, Anchorage
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 100650
Total Bedrooms: 3
N Private Well N Water Storage
All construction must 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 must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions: The permit includes waiver OSP131274 allowing the septic tank to be 70 feet
from the onsite well and 25 feet from surface water.
Receiv
Issued
ed By:�... 1 Date:L/�
BY r6L'�LiLC�` t��L�s?✓ Date
Municipality of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
hfti)://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
Ment S
1� P
i n
y
Department
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSP131274 COSA#: Permit#:OSP131273
PID#: 017-161-15
Legal Description: Rexview Terrace, Lot 1A
Engineer: Spurkland Entlineering
Applicant: Jan Wills
Your request for a waiver of the required 100 feet horizontal separation from the septic tank to
the private well has been approved. The approved separation distance is 70 feet.
Your request for a waiver of the required 100 feet horizontal separation from the septic tank to
the surface water has been approved. The approved separation distance is 25.0 feet.
This waiver approval applies to the proposed septic tank only. Any future upgrade to the on-site
wastewater disposal system will require all separation distances be met or another approval from
this department.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected
adjacent property.
® Adjacent properties are not affected by this waiver.
................................................•.............................I
Waiver is Granted: X Waiver is not Granted:
Date: Approved by:,, ,
Name of Reviewer
................................................•.............................1
Rec#: 08594G Amount: $1,050.00 Date Paid: 811312013
**** VARIANCEIWAIVER REVIEW ****
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. 017-161-15
Property owner(s) JAN WILLS
Mailing address
Site address 15401 WILLS WAY, ANCHORAGE, AK 99516
Day phone 440-2876
Legal description (Sub'd., Block & Lot) REXVIEW TERRACE LT 1A
Legal description (Township, Range & Section)
Lot Size Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field Initial ❑
Single Family (SF) 0
Septic Tank Q Upgrade ElDuplex
(w/wo ADU)
Holding Tank El Renewal ❑
(D) ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
WELL TO TANK, TANK TO SURFACE WATER
Distance: 70/25
1 certify that the above information is correct. I further certify that
this is in accordance with
applica
,We Municipal Codes.
4�L)
(Siga e of property owner or authorized agent)
Permit/Rush Fees: J
Date of Payment:
Receipt Number: 0�q C)o�
Permit No. OSPl31a'�
Permit App_9-1-12.doc
Waiver Fees:
Date of Payment: 3 ) 3
Receipt Number: OT5(5ii14
Waiver No. OS 19 ;�1a1 I
SPLIT oand Ergo mwomg
Environmental Consulting and Design
go I
SEPTIC SYSTEM DESIGN
Rexview Terrace Lot 1A
Municipality of Anchorage August 8, 2013
Development Services Department
On Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
Subject: Septic System Installation Permit
15401 Wills Way
Ladies and Gentlemen:
I am writing to request a permit to upgrade the septic system for the above referenced property.
The proposed system will serve a 2 -bedroom single-family residence. The house is currently
served by a holding tank. A soils log, design calculations, a site plan, design drawings and
construction specifications are enclosed for your review.
Design Cales: Groundwater observed to a depth of 4.5 feet below
ground surface (6/13//13)
Soil Rating. From Test hole 6/5/13
3.1 min/in = 4 gal per sq.ft/day
No. of Bedrooms 3
Required Area per Bedroom: 15014 =37.5 sq.ft.
Total area required: 37.5 x 3= 112.5 sq.ft.
Shallow Trench with 0.5' effective depth
Minimum trench length: 112.5/5= 22.5 ft.
System: We are proposing a BioCycle AWWTS, and a shallow trench absorption field. The
absorption field will be 30 feet long and 5 feet wide and contain 1.5 feet MOA filter sand and 0.5
feet sewer rock (150 sq.ft. effective) of sewer rock.
Soils: Test hole were excavated on June 5`h, 2013. See the attached soil logs. Ground water
was observed at a depth of 4.5 on June 13th, 2014. Ground water was monitoring will continue
through system installation.
Surface Water: See site plan (sheet 2/3).
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gci.net
SPUTMand Efighmse ong
Environmental Consulting and Design
Topography: The lot slopes to west at approximately 15%.
Waivers: Tank to surface water & well. Due to existing development patterns, the proposed
Biocycle tank will require separation distance waivers for the on lot well and a drainage ditch
that parallels the east side of the house. This ditch drains into a wet area were water ponds
during breakup and periods of heavy rain. Maximizing the separation distance from the well,
requires moving the tank towards the pond. In order to protect both the well and the surface
water we would like to locate the tank as shown on sheet 2/3. This will provide a well to tank
separation of 70 feet and a tank to surface water separation of 25 feet. The tank location is down
gradient of both the well head and the surface water, preventing the possibility of surface flow
contamination. In addition, the BioCycle system is an advanced treatment unit consisting of an
insulated fiberglass tank that processes household waste in four separate compartments
producing a clarified effluent. Being constructed of fiberglass the tank will not corrode, so
subsurface leakage over the lifespan of the tank is not likely. High water alarms and a
maintenance agreement with Biocycle insures' operational problems are quickly identified and
corrected. The proposed tank location is in a high use area, this fact along with the maintenance
and monitoring program virtually insures that septic system overflow will be immediately
recognized and properly dealt with. Effluent from the Biocycle will be disposed of in a shallow
trench absorption field located over 100 feet from both the well and the surface water. The
proposed location of the BioCycle AW WTS Tank does not pose a high contamination risk to the
surface water or the well.
The installation of this septic system will not prevent wells and septic systems from being
installed on the adjacent lots. The proposed septic system will not change the general slope of
the area. Ponding and/or concentration of surface runoff will not result from this installation.
If you have any questions or concerns, please contact me at 279-3916.
Sincerely,
sf
Lars Spurkland, P.E.
Civil Engineer
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gci.net
TRACK 8
VACANT
LOT 3
VACANT
5r0
NOTE- THIS IS NOT A SURVEYED PLAT. WELL 4 SEPTIC
LOCARONS TAKEN FROM ON -STT£ WATER AND WASTE WATER
DEPARTMENT DOCUM£NTi11I0N. ALL LOCATIONS SHOWN ARE
APPROXIMATE.
50 0 50 _1050_ 200 250-200
SCALE 1' = 100 FT.
I I
III
III
I I
LOT 4
VACANT
III
�I
I I
III GUDVEINA
III ESTATES S
I I
LOT 3
I I
Illo
I�$eepptti-n
IIIA N
I I�
I I
I I
I I
III
III
I I
I
I I
I I
LOT 2
VACANT
ISPURKLAND ENGINEERING I I REX VIEW TERRACE L 0 T IA I (SEPTIC SYSTEM DESIGN
203 W 15TH. AVENUE
ANCH. AK 99501 JAN WILLS DATE JUNE 17 2013
(907) 279-3916 15401 WILLS WAY, ANCHI)RAGE, AK 99516 SHEET- 173 GRIDS 3138
PERMIT # L77111OXX PID # 017-161-15 REXVIEWTERRACELIA.SC100.DWG
.SLOPE - 157
iL[p,E - 15%
INSTALL 3 -BEDROOM SEPTIC SYSTEM
INSTALL BIOCYCLE AWWTS SYSTEM
TRENCH LENGTH 30 FEET
WIDTH 5 FEET
MAX EXCAVATION DEPTH 1 FOOT
FILTER SAND 1.5 FEET
ROCK DEPTH 1 FOOT
COVER 2 FEET MIN
Sam - si 2 INCH INSULATION
WELL CASING MUST BE EXTENDED TO 18+"
GRADE, INSTALL NEW SANITARY SEAL, AND
SLaaE - IG%
T.
NAG DITCH
SEASONAL POND
Si! u=E ^ .52
TANK PER
W
NOTE. SLOPES EXCEEDING 25% WERE NOT OBSERVED
WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED
ABSORPTION FIELD LOCATION.
NOT£.• THIS IS NOT A SURVEYED PLAT. WELL Q SEPTIC
LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER
DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE
APPROXIMATE.
25 0 25 50 75 100 125 150
SCALE.- 1' = 50 FT.
SLOP, 15.,
SLOPE
.$L1JPL - 152,
I SPURKLAND ENGINEERING I REXVIEF TERRACE LOT IA SEPTIC SYSTEM DESIGN I
203 W AVENUE
ANCH. AK.K. 99501 JAN WILLS DATE, JULY 23, 2013
4
(907) 279-3916 15401 WILLS WAY, ANCHORAGE AK 99516 SHEET.- 2/3 GRID, 3138
I PERMIT # BEP1210XX PID # 017-161-15 REXVIEWTERRACELI4.9C50.DWG
BioCycle Wastewater Treatment
DRAINAGE SWALE DETAIL 1^y}q�� F`L'T'' —\
N.T,S
tt.11 UY-
F. G.
O
5' X 30' Shallow Trench:
5' Wide
30' Long
Exca va tion Depth I'
L5 ' MOA Filter Sand
05' Sewer Rock
2' Insulation
2' Cover (min..)
3/16' holes @ 30 Inches o,c.
n
2—BEDROOM RESIDENCE
NDT TO SCALE
BioCycle Wastewater Treatment
ISPURKLOD €NGIN€€RINGI I RIcXVIEW TERRA CE L 0 T lA I I SEPTIC SYSTEM SCHEMATIC -I
203 W15th Ave JAN WILLS DATE1 AUGUST 8, 2013
Anchorage Ak 99501
279-3916 15401 WILLS WAY, ANCHORAGE, AK 99516 SHEET+ 3/3 GRID: 3138
PERMIT # DSP121210
PARCEL 1D It 017-161-15
REXVIEWT£RRACELIAD3.DW6
Spurkland Engineering
203 W. 15th Ave. Ste, 202A
Anchorage, AK99501
TEST HOLE I —L_
DEPTH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
a;
SOIL LOG AND PERCOLATION TEST
SOIL DESCRIPTION DA TE.-- "Z13
Organics WAS GROUNDWATER OBSERVED: yes
IF YES, AT WHAT DEPTH: 3.5T --
AFTER MONITORING PERIOD: 4.5 -- _
DATE OBSERVED: _ 6/1.0/13
Silty sand, some grovel PERCOLATION TEST.•
(SM)
Silt
NO
FILL
DATE I GROSS TIME
NET TIME
DISTANCE
DROP
6.0000
6 5 13 11.29 AM
0 min.
6.500
11:39 AM
10 min.
1.875"
4.125
3.875
11.49 AM
10 min.
3.000
3.500
6.188
11:59 AM
to min.
1.500
4.375
6.125
12.09 PM
10 min.
2250
3.938
6.313
12.19 PM
10 min.
2.875
3.250
11:29 PM
to min.
3.125
3.188
PERCOLATION RATE. 3.1 minutes/ inch
P£RC HOLE DIAMETER: 6 inches
Gravelly silt
(Gm) TEST RUN BETWEEN 1.5 FT AND 2.0 FT
SITE PLAN:
B.O.H.
II
wu CUD VEIN II£S 7A T£SA S/a
I I IQ w:
I
mD Ean 6 taEI
;I IES w,
NOTES: PRE-SOAKED
PERFORMED BY. Lars Spurkland, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL
STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
SPURKLAND ENGINEERING MOUNTAIN PARK ESTATES 12 BLK 6 LOT 5 SOIL LOG PERCOLATION TEST
203 V 15TH. AVENUE ERIK VILLIAMSON DATE.- AUGUST 9, 2013
(NCH. AK. 12720 LUPINE RR, ANCHORA, AK 99516 GRID A, 2839
(907) 279-39163916 GE
PERMIT It PID # 017-432-01
Spurkland Engineering
203 W.15th Ave. Ste. 202A
Anchorage, AK 99501
TEST HOLE # 2
DEPTH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SOIL LOG AND PERCOLATION TEST
SOIL DESCRIPTION DAT£:_�5/1T 3 _
Organics WAS GROUNDWATER OBSERVED: _
IF YES, AT WHAT DEPTH.•
AFTER MONITORING PERIOD:
Gravelly silt DATE OBSERVED:
(6,y) PERCOLATION TEST:
B.O.H.
FILL
DATE I GROSS TIME
NET TIME
DISTANCE
I DROP
6.000
6 5 13 11:29 AM
0 min.
8.750"
11:39 AM
10 min.
3.938
2.063"
5.563
11:49 AM
10 min.
5.438
3.313
6.125
11:59 AM
10 min.
4.000
1.563
7.750
12:09 PM
10 min.
5.000
1.125
7.188
12:19 PM
tO min.
5.063
2687
1229 PM
f0 min.
5.000
2.188
PERCOLATION RATE: 4.5 minutes/ inch
PERC HOLE DIAMETER: 6 inches
TEST RUN BETWEEN —LL FT AND 4 FT
SITE PLAN:
II
�u II U VEIN
fSrATESA SID
Ii
I ne Ile
C
EI Is 1
a
I — —
�I REXV�Ed �wr
NOTES: PRE—SOAKED
PERFORMED BY. Lars SPurkland, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL
STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
SPURKLAND ENGINEERING MOUNTAIN PARK ESTATES 12 BLX 6 LOT 5 SOIL LOG PERCOLATION TEST
203 W 15Th, AVENUE ERIK VILLIAMSDN BATE; AUGUST 9 2013
ANCH. AK, 99501
rarrn aye-veu I 1 12720 LUPINE RR, ANCHDRAGE, AK 99516 GRID #., 2839
PERMIT # PID # 017-432-01
Spurkland Engineering
203 W. 15th Ave. Ste. 202A
Anchorage, AK99501
rar HOLE # 3
DEPTH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
SOIL LOG AND PERCOLATION TEST
SOIL DESCRIPTION DATE.--615ZL —
Organics WAS GROUNDWATER OBSERVED: _
IF YES, AT WHAT DEPTH:
AFTER MONITORING PERIOD:
Gravelly sand DATE OBSERVED:
(Sw) PERCOLATION TEST.•
Silt (ML)
B.O.H.
FILL I DATE I GROSS TIME NET TIME DISTANCE I DROP
PERCOLATION RA TE
PERC HOLE DIAMETER.•
TEST RUN BETWEEN _ FT AND _ FT
SITE PLAN:
1OrM DUD V FI N2�
I IIESTATES SID
� s IIIA
I SEI Isl
�I
it ft I — —
�I
NOTES: ?R£ -SOAKED
PERFORMED BY.• Lars Spurkland, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL
STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
SPURKLAND ENGINEERING MOUNTAIN PARK ESTATES 12 RK 6 LOT 5 SOIL LOG PERCOLATION TEST
203 V 15TH, AVENUE ERIK VILLIAMSON DATE, AUGUST 9, 2013
ANCH AK 99501
(907) 279-3916 12720 LUPINE RD., ANCHORAGE, AK 995!6 GRID #1 2839
PERMIT # PID # 017-432-01
a U
Municipality of Anchorage
Development Services Department -
Building Safety Division
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ci.anchorage.ak.us (907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SVX/O a, O S;U0 PID Number. O/ 7—
Nana
�� w/ %,I t s Wastewater System: ❑ New "Upgrade
AW,e,a 1.;� 401 W iU'S V14L-1
Phone N,,.W M aedr" a
I
LEGAL DESCRIPTION
Beak LM S'dtl wan
Lo -r to Ttzz:'QTL.
Townahq RaNe Shan
Well: ❑ New ❑ Upgrade
C:amhutodn (Prnwe, A, a. C) Tato Debra caul lo'
FI. FI
Dane, _` Dau DnM SIMRWolf t".
\`h FI
YMd :, I Pump SM at. I Ca" Nabra Abm li Grand
GPM F1. Fl
ABSORPTION FIELD
0 De" TrMxn 0 Shall" Trento 0 Bed 0 Ma 4 0 Otter
W Rabrlp TWA Depth tram a,pr l arae.
GPDmt' n
Gapes b Fp bohaa tree PnanM pude G" W1Wh beneath pM
TANK
FI
P.
D�aunrM bween Intra
Ft
SEPARATION DISTANCES
Fl.
❑ Other:
FA added ab" M'anal Grade-
LIR Holding PublictPrivate Mwvfft .
Gr" LwVM..
From Tank Field
Fl.
Awl14 TANK
Growl walh,
Wee 1 I
11 m Oknee
S
eeMal" al
FI.
SwfacewvV
TOM abadpbon Mea
LIFT STATION
Ppe Mat"M.
Fla
saa Ma W.M`
.maw
la Lne
Dau h"lahed.
TANK
FI
P.
D�aunrM bween Intra
Ft
SEPARATION DISTANCES
❑ Septic UHolding ❑ S.T.E.P.
❑ Other:
To Septic Absorption
LIR Holding PublictPrivate Mwvfft .
Capauly
From Tank Field
Station Tank Sewer Line
Awl14 TANK
,2n4W Gal
Wee 1 I
c
7✓
S
eeMal" al
Number of ccmpanmenla
SwfacewvV
010
LIFT STATION
saa Ma W.M`
la Lne
50
GM
Fandalgn
O
um
'Peep M' 11"ot al. 'Pp oto la N al.
Nyn wale MMm at
N N
n
1"
Make a Moot ElKIrcAI Mspff a , penameo by
Cvtrn Drrn
'�
BENCH MARK
Old�)
4
� Q
e r-t454t,t.I-rF
laalartanao.ww,aJn�
Se 4'0'1'''1
bLtiritat'
Ot�2
Akkumed E�e.teon
VAA
Imo'pl
Inspections performed by: o ' "C5 Dates: 1" Its Z-
2hd
Developme t Services Department Approval
Reviewed and approved by: Date: il'Igf oz
(Rs. r_ro) dr
110�
1 r x r tamixr
Awx tA^ lTP
6• PVP P GAL VN® Lt
IF9 -5t
89.77 89. r PW Caftu
ILL 1 as sv a
I I
F-1 MuT `r❑ T I
I rrr ` rr r r r rrr N, I
I I rrrrrrrrrr� r
rrrrrrrrrr� r
Ir r .--. r r r r r r .--� •--• I
I r
I I I
STANDARD 2000 GAL. MLDING TAMC
I AM>GMW TW ••Ax"f7sUtNt 44
R7500 le sc" -• P(E, ......
.., I
49th `•'> �� I
3TUH N SPURIQ.AND ••�
I I 1#r °•. No. CE -2223 •`�
•
I ell •4'f' �ESSl.RAO •��•
I I •
mw 1
ea saws
I I rN I
29 21
RMACED I LamMUM 1000 GAL TAME
CR1/5120 MD 6UP1ID 0(D TAW ON WE
a______�
es o 25 W n mT 125 IM
SCALD Y = 50 FT.
TOBBEN SPURKLAND P.E.
103 W 15TH. AVENUE REX VIE W TERRACE
LOT JA
ANCH. AK. 99501
(907) 279-3916 11 JOHN VILLS
PERNIT # SV020326 PID #017-161-15
SEPTIC SYSTEM AS BUILT
DAf.NOV. 4, 2002
SHfET.• 1/2 GRID: 3138
RVTOOIA2.BVG
I
Permit Number: SW020326
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Legal Description: REXVIEW TERRACE LT 1A
Design Engineer: 0007 Tobben Spurkland, PE
Owner Name: John Wilts
Owner Address: 15401 WILLS WAY
ANCHORAGE. AK 99516-5008
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank
Upgrade
-ill-Ila- t'%jp?h
Date Issued: Sep 04, 2002
Expiration Date: Sep 04, 2003
Parcel ID: 017-161-15
Site Address: 015401 WILLS WAY
Lot Size: 100650 SQ. FT.
Total Bedrooms: 1 Permit Bedrooms: 1
❑✓ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling
(907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: 7
Issued By: Z)
aw
Date: q11 / (j T"
Date: 9/4 /dZ
Municipality of Anchorage
• -� Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 01'1— 1(e (— I t
Property owner(s) W i ki :h 'I
Mailing address (1) �titi o k kv/i US We
Mailing address (2)
Permit Number SW 020 92L
Day phone 3q 5 — t9_0 S
Zip Code
Legal description (Lot, Block & Sub'd.) LLT /f,, P 1�X VI lt�_W
Legal description (Section, Township & Range)
Lot Size �C%C7t (7S� Acres q.Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only ❑
Sewer and Well ❑
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub ❑
Swimming Pool ❑
Therapy Pool ❑
Well Only
Water Storage
Jacuzzi
i >�12(LACL
Water Softening Unit
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
I)
(Signature of property owner or aut rized agent)
Permit Fees: quo-'--
Date of Payment: V/2 %z y/r T
Receipt Number: o y 9 2
(Rev. 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
T.S PURlf',yLARD P.E.
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907)279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT IAREXVIEW TERRACE
John Wills
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
Anchorage, Alaska 99519-6650
Aug. 28, 2002
We are submitting an application for the upgrade of the septic system for this lot. The lot is being
served by a 2000 gallon holding tank installed in 1970. The owner is concerned about the integrity
of the existing tank and desires to replace it before failure occurs. The tank will be replaced with a
new 2000 gallon holding tank, equipped with the required alarm system. The existing tank will be
crushed, removed from its present location and buried on the lot.
The replacement of this holding tank will not prevent wells and septic systems from being installed on the adjacent
lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result from this installation.
1 �1
I
I
I
25 0 25 50 75 1w 125 150
R75.00 SCALE, 1' = 50 FT.
3 I our OU NE SPACE
TANK
J1 ,
ti
REFUGE EX157. 2000 C.I[. MCIfIWYC
v CRUSN ANO AID TANK aw SPIE
I
TOBBEN SAVND P.F. REXVIEV TERRACE
203 W 15TH.TH. AVENUE LOT JA
ANCH. AK. 99501
(907) 279-3916 JOHN VILLS
PERMIT # SV020XXX PID #017-161-15
{.' 4 th
... ........ .
TDH SPURKLAND •��
c ` No. Ix -2225 ti i
II SEPTIC SYSTEM DESIGN
DATE: AUG. 28, 2002
SHEET • 1/2 GRID: 3138
RVTOOIA2.DVG
GP"6,TER ANCHORAGE AREA BOROI'~H
HEALTH DEPARTMENT
32? EA~LE SI'. ANCHORAGE, ALASKA 99501 2/9-2511
N? 363
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
LOCATION
MAILING
ADDRESS r:-':-~ ~,~'~
~ TANK:
DISTANCE FROM WELL~
LIQUID CAPACITY~? (:'2 (~-)
~,~) ~. NUMBER OF ~
MATERIAL ~ ,~;~-~-~T~: ~. COMPARTMENTS '
GALLONS. INSIDE LENGTH ~SID~ WIDTH ~EPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS _..//~OUTSIDE DIAMETER
LININ~
NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
'~OR WIDTH ~'~'
, BUILDING FOUNDATION
SQ. FT.
TILE DRAIN FIELD:
~ ' '~ TOTAL LENGTH
DISTANCE FROM WELL / ,FOUNDATION ~. NEAREST LOT LINE ' ,OF LINES ,
i:OP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABO E LE__
~/,~/~/~,~')z/4r~) ~f-w ~-~.~.{/,4/,~ DISTANCE FROM
WELL: TYPE ~-J~,~-.J~-~--~ , DEPTH i' , BUILDING FOUNDATION ./'~ /J~z'~ SAMPLEWATER /f~x'~g , NEAREST
SEEPAGE ~ OTH ER~'~¢/'~
NEAREST ~ SEPTIC ~ ~ CESSPOOL. SOURCES~'
LOT LINE /~ / ~ SEWER LINE TANK SYSTEM ,
DISTANCES:
DIAGRAM OF SYSTEM
GAAB-HD-2
GREATEF
327 Eagle St.
4, NCHORAGE AREA
HEALTH DEPARTMENT
Anchorage, Alaska 99501
')ROUGH
279.2511
Case No./C~ "~'~'
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
NAME OF APPLICANT J~" ~4,/'A'
RESIDENCE AODRESS ~/"~ ~'~ ~'~
LEGAL DESCRIPTION__ L,~l
MAILING ADDRESS '7'77~&
LOCATION OF INSTALLATION.
PHONE NO.
APPLICATION TO INSTALL: SEPTIC TANK
TO SERVE THE FOLLOWING FACILITY
FINANCED THROUGH__
PERGOLATION TEST RESULTS ,~'//:'/'g¢/~
, SEEPAGE PIT ~/ ,DRAIN FIELD ,OTHER .
TO BE INSTALLED BY
ANTICIPATED DATE OF COMPLETION ? ~r '' r- ~ ~''
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT
THIS IS TO SERVE AS 1[/~ ////! , PERMIT TO INSTALL A ~5'eg'~"&'
AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED [ ~,~4z~(
.... SEPTIC TANK SIZE ~0 .~TYPE ~ SEEPAGE AREA
DIAGRAM OF SYSTEM
DISTANCES:
w,,/[ '1, syA; ..~..,~ s-a '
above described system is in accordance with said code.
DATE . /¢ZX APPLICANTS SIGNATU
GREATER ANCHORAFLE AREA BOROUGH
HEAI,TH i)EPA?TMENT
327 EAGLE ,tTREET
ANCHORAGE, ^LAf;KA 99501
CASE
Depth
Feet
Pepfommed Fop John Wills Date Performed 10/17/70
. ·
This Form Reports a: S~Log
Soil C?,ar~_::te~.istics
~ '~--~K'n~?~l-~ peat
brown sandy silt (ML)
silty sand with gravel (dense> ~ j !
(SM) I ....
came in to 5 feet
Location Sketch
....... ',ZS!ST_J.2U;2'iZSTSL]
O')Mt. P:': .......... :.ep~:" '"737- ..... ~ .... . ....
....... ' Tile w~e~ *~ = -~ ...... · ., .tom O, ~';.t ,.;:
.- ......~=~~ qame ~n a ears to
of dra~na e is .......... ~-.'~ · be sur','ace d
-~ ....... ~= re ulred ...... ~-~ . razna e 2 ......
..... ~ ...... ~ ~ per bedroom H w~.~- ~ ~: v~r~ .... +~ .55 s~uare feet
..... - .......................... ~ .... ~ nol~zng tank shou~ ~e csn~]~
Test Perfop~d bY:~R, E~rlisle ~~ These recommendations are computed
~ rom. :.,~sua~ observations and based
Da~a Certifled B,y: National Testing Service In~. th= uni~L,d ~ass~li~rie:~ ~Wstem.
Distance .to ~aZer 'whi']
...,~,-
De.'~ ( to