HomeMy WebLinkAboutHILLSIDE NORTH #4 LT 1Hillside North
#4
Lot 1
#041-031-87
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT SUBMITTA
Permit Number: OSP121166 PID Number: 041-031-87 MAY 8 2013
Dwelling:
IN
Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New
■
Upgrade
Name:
MICHAEL SANDERS
ABSORPTION FIELD
❑ Deep Trench •
❑ Other
Shallow Trench ■ Bed ❑ Mound
Address
9333 COPPER DR., ANCHORAGE, AK
Phone
Number of Bedrooms
3
Soil Rating
0.8 GPD/SF
Total depth from original grade
3.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
0.5 Ft.
Gravel depth beneath pipe
3.0 Ft.
Subdivision Block Lot
HILLSIDE NORTH #4 1
Fill added above original grade
2-3 Ft.
Gravel length
72 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
NA
Distance between lines
NS Ft.
SEPARATION DISTANCES
To
From
Septic
Tank
AbsorptionHolding
Field
Lift Station
Tank
Sewer
Line
Total absorption area
620 Ftp
Number of trenches
1
Dist. between trenches
NA Ft.
Well
>100'
>100'
>100'
NA
>25'
TANK • Septic ■ S.T.E.P. • Holding ■ Other
Manufacturer
Capacity
Gal.
SurfaceWater
>100'
>100'
>100'
NA
NA
Material
Number
of compartments
Lot Line
>5'
>10'
>5'
NA
Foundation
>5'
>10'
>5'
NA
LIFT STATION
Manufacturer
ANCHORAGE TANK
Capacity
500 Gal.
Curtain Drain
>50'
>50'
>50'
NA
Remarks BULL RUN DIVERTER INSTALL TO
Pump on level at
25 in.
Pump off level at
44.5 in.
High water alarm at
22.5 in.
EXISTING FIELD
Pump make and model
ORENCO
Electrical Inspections performed by
MOA
Installer
OWNER
PIPE MATERIAL House to tank Tank to
drainfield SCH4�,]
DrainfieldSCH40 colmTF810
Inspector LARS SPURKLAND & ANSON MOXNE7
BENCH MARK (Assumed elevation)1 00 ft
Ins dation es: 1•` 8/24/12 2nd 8/27/12
Location and description
GARAGE SLAB
3`d 4U
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Conditional Approval: Date
Engineer's
Ick �.'OFA�
-. L
`C;.
?)t�Fi
-(E,�pp.ofv1iw-
FURKLAND:
51'3
Stamp
�1it
il0-4
.hV S
j',i '5 0 F;�?�
^�
I
Aoorov-e r�I/'% .t:.//,-thif Dates ?
Inspection Report 9-1-12.doc
N
C
D
F
G
LOT 1
SWING TIES
A
43.0
59.0
86.0
55.0
60.0
B
10.5
39.0
76.0
22.0
25.5
yI�
I I
SLOPE `� 25%
2F \
• WET AREA
NOTE: SLOPES EXCEEDING 25X WERE NOT OBSERVED
WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED
ABSORPTION FIELD LOCATION.
SLLFE 25%
INSTALLED 3 -BEDROOM SEPTIC SYSTEM
EXISTING 1000 GAL SEPTIC TANK
VERIFIED TANK INTEGfRITY
INSTALLED BULL RUN DIVERTER
INSTALLED 500 GAL. UFT STATION TANK
TRENCH L£NGHT / X 72 FEET
WIDTH 5 FEET
MAXIMUM £XCAVTTON DEPTH 3.5 FEET
SEWER ROCK 3 FOOT
INSULATION 2 INCHES
NOTE: NO PRIVATE WELLS LOCATED WITHIN 100 FEET OF
THE PROPOSED SEPTIC TANK LOCATION. NO PUBUC WELLS
WITHIN 200 FEET OF THE PROPOSED SEPTIC TANK
LOCATION.
NOM THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC
LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER
DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE
APPROXIMATE.
25 0 25 50 75 100 125
SCALE: 1' = 50 FT
150
��.•_cE OF �A% N
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In
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�LARS SPURKLAND
•1r °:. No. 1E-11500
LIFE
•
•
BENCH MARK 411 \******** •
ASSUMED ELEVATION 100.00 FT
SPURKLANO ENGINEERING
20033OLW11�5T5AVENUE
0907) g9-9 1°E1
HILLSIDE NORTH #4 LOT 1
9333 COPPER DR, ANCHORAGE, AK 99507
MIKE SAUNDERS
SEPTIC SYSTEM ASBUILT
SH T•&4U WT 271 22042
PERMIT It OSP1210XXX
PID It 041-031-87
HILLSIDENORTH#4L1.SC50-ASB.DWG
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LARSSPURKLAND
CE -11500
tri
i
Monitor
NO SCALE
Trench Elevation
Silt Barrier
2 in, Insulation
Shallow Trench (typ)'
5' Wide
72' Long
3,5' Max, Depth
3,0' Sewer Rock
21n, Insulation
2' Cover
Installed 500 gal.
STEP Tank
Distribution Line ltyp,)
3/16' Hole 36' on Center
BULL RUNN
DIVERTER
Eler97.2'
3.0 ft of Septic Rock
BENCH MARK GARAGE SLAB
ASSUMED ELEVATION 100 FEET
500 GALLON STEP TANK
BULL RUN DIVERTER
SPURKLAND ENGINEERING
203 W1Sth Ave
Anchorage Ak 99501
e79-391
HILLSIDE NORTH /4 LOT 1
9333 COPPER DR„ ANCHORAGE, AK 99507
NIKE SAUNDERS
SEPTIC SYSTEM ASBUILT
DATE1 AUG. 27, 202
SMEET+ 3/3 6RID' eoie
PERMIT it OSP1210XX
PARCEL 10 # 041-031-87
HILLSIDENORTH#4L103-ASB.DWG
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: OSP121166
Tax Code Number: 04103187000
Work Type: Septic Upgrade
Permit Effective Dates: August 10, 2012 to August 10, 2013
Design Engineer: SPURKLAND ENGINEERING
Subdivision: HILLSIDE NORTH #4
Site Legal Address: HILLSIDE NORTH #4 LT 1 G:2142
Owner/Address:
SANDERS MICHAEL L &
GROENEWEG GERI L 9333 COPPER DRIVE ANCHORAGE AK 995071257
Site Mailing Address: 9333 COPPER DR, Anchorage
S -2_7-/x a-7:
-ZLf-12 /;oa
Lot Size in Sq Ft: 56628
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field N Septic Tank N Holding Tank N Privy 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.
• (4),_,L.
ureter IMQIt;4ove‘ v'eitnI�S ori P�vnpr Cl ,!rtnC�:d1� S%ln1%sf
- u4nn �+kd fM'`�k`�rvl� ��,,s�tc�� ., rltf/iS-
rM�/Received By: Date: ZU/i Z
Issued By: S/ /�1///i([) !r /Ftt7 Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Mayor Dan Sullivan
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWERNVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Ottt-
Property owner(s) AEL Savaeh5 Day phone 334 - 5 $b
Mailing address 0333 Copes Or. Aac tora7ee AK
Site address — SAME. — yyf5
Legal description (Sub'd., Block & Lot) AI kt StpE MAN q Lot
Legal description (Township, Range & Section)
Lot Size
Sq. Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR:
(® all that apply)
Absorption Field
Septic Tank ❑
Holding Tank ❑
Privy ❑
Private Well ❑
Water Storage 0
THIS APPLICATION IS AN:
Initial ❑
Upgrade
Renewal ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
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.
(Signature ofe property owner or authorized agent)
Permit/Rush Fees: / 53cD Waiver Fees:
Date of Payment: (0b7242 Date of Payment:
Receipt Number: 4 11,224 Receipt Number:
Permit No. 03P0llie Waiver No.
G:\Building\On Site\Forrns\Client Forms\Permit App_010411.doc (Rev. 1/11)
pfirldend
Ergraserrong
Environmental Consulting and Design
SEPTIC SYSTEM DESIGN
Hillside North #4 Lot 1
Municipality of Anchorage
Development Services Department
On Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
Subject: Septic System Installation Permit
9333 Copper Dr.
Ladies and Gentlemen.
June 27, 2012
I am writing to request a septic system upgrade permit for the above referenced property. The
existing absorption field is surcharged and the owners would like to install the reserve field. The
original design/permit specified a reserve field parallel to the existing trench (Permit#
SW970216).
A site visit was conducted on June 26th, 2012 and site conditions have not change substantially
since the original permit was issued. A ground water monitoring pipe has been installed and 7
day ground water monitoring will conclude on July 3`d, 2012.
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,
it&
Lars Spurkland, P.E.
Civil Engineer
203 West 15`h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gci.net
Environmental Consulting and Design
SEPTIC SYSTEM DESIGN
Hillside North #4 Lot 1
Municipality of Anchorage
Development Services Department
On Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, Alaska 99519
Subject: Septic System Installation Permit
9333 Copper Dr.
Ladies and Gentlemen:
August 6, 2012
I am writing to request a septic system installation permit for the above referenced property. The
existing septic system is no longer functioning adequately. The proposed system will serve a 3 -
bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and
construction specifications are enclosed for your review.
Design Coles: Groundwater observed at depth of 8.5 feet below ground surface
(8/1/2012).
Soil rating. From test hole 7/13/12
7.5 min/in = 0.8 gal per sq.ft./day
No. of bedrooms 3
Required area per bedroom: 150/ 0.8=187.5sq.ft.
Total area required: 187.5 x 3 = 562.5 sq.ft.
Use shallow trench w/ 3 feet of sewer rock
Min. trench length 562.5/5*0.58= 65.3 ft.
System: Existing 1000 gallon septic tank, a diverter valve, a 500 gallon STEP tank followed
by a shallow trench absorption field. The absorption field will be 70 feet long and 5 feet wide
and contain 3 feet (603 sq.ft. effective) of sewer rock.
Soils: A test hole was excavated on July 13th, 2012. See the attached soil logs. Ground water
Monitoring will continue through construction of the septic system. Groundwater was observed
at a depth of 8.5 feet below ground surface on August 1St, 2012.
Surface Water: A marshy area/ pond exists to the east of the well. All components of the
proposed septic system will be located more than 100 feet from the edge of the wet area.
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gci.net
SpuruElSuf 1!*soh
Environmental Consulting and Design
Topography: The ground surface is level in the area of the proposed absorption field.
Waivers: None
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,
ars S . kland, P.E.
Civil Engineer
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland®gci.net
/ //
NOTE: THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC
LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER
DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE
APPROXIMATE.
50 0 50 100 150 200 250 300
SCALE' 1' = 100 FT.
SPURKLAND ENGINEERING
203 11 15TH. AVENUE
ANCH, AK 99501
(907) 279-3916
HILLSIDE NORTH /4 LOT 1
MIKE SAUNDERS
9333 COPPER DR., ANCHORAGE, AK 99507
SEPTIC SYSTEM DESIGN
DATE' AUG. 6, 2012
SHEET' 1/4 GRID 2142
PERMIT # OSP1110XX
PID # 041-031-87
HIL L SIDENORTH#I L I SC100. DWG
/
N
LOT 1
kIL
L
-[". T
::I: -_ y
'tea - • W - WET AREA
SLDP£ t 25%
INSTALL 3 -BEDROOM SEPTIC SYSTEM
EXISONG 1000 GAL SEPTIC TANK
VERIFY TANK INTEGRITY
INSTALL BULL RUN DIVERTER
INSTALL 500 GAL UFT STATION TANK
TRENCH LENGHT 1 X 70 FEET
WIDTH 5 FEET
MAXIMUM £XCAVTION DEPTH 3.5 FEET
SEWER ROCK 3 FOOT
INSULATION 2 INCHES
COVER 2 FEET(MIN)
THx 7/6/1997 by Tobben Spurkland, P.E.
NOTE.: SLOPES EXCEEDING 252' WERE NOT OBSERVED
WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED
ABSORPTION FIELD LOCAAON.
NOTE: NO PRIVATE WELLS LOCATED WITHIN 100 FEET OF
THE PROPOSED SEPTIC TANK LOCATION. N0 PUBLIC WELLS
WITHIN 200 FEET OF THE PROPOSED SEPTIC TANK
LOCATION.
NOTE: THLS 15 NOT A SURVEYED PLAT. WELL & SEPTIC
LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER
DEPARTMENT DOCUMENTATION! ALL LOCATIONS SHOWN ARE
APPROXIMATE
25 0 25 50 75 100 125
SCALE! Is = 50 FT
150
4
•■
•
VN ! •�� •
•
R. SPURKLAND
0 r• .
0„U , No
-11500
Zes.moi
SUP- se
BENCH MARK
ASSUMED ELEVATION 100.00 FT
SPURKLAND ENGINEERING
203 11 15TH. AVENUE
HILLSIDE NORTH #4 LOT 1
9333 COPPER DR, ANCHORAGE, AK 99507
MIKE SALINDERS
SEPTIC SYSTEM DESIGN
DATE: JULY 25, 2012
SHEET: 2/3 GRID 2042
PERMIT # OSPI2IOXXX P1D # 041-031-87
HILLSIDE7VORTH#4LISC5aDWG
Qo.
•
NO SCALE
0
p
Install 500 gat w
STEP Tank W
A
etJ
j
aq
Shallow Trench (typh
5' Wide
70' Long
35' Max, Depth
3' Sewer Rock
2 In. Insulation
2' Cover
Distribution Line Ctyp.)
3/16' Hole 36' on Center
Trench Elevation
Monitor
Sift Barrier
2 in, Insulation
2' Cover
1.._ u u ... � fl n n u�
��n�r i' i i� ii I �rm'�'in
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aY r•.. V' •r•t a•'�r�r•Tlf `Y`f,•Y•
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3 ft of Septic Rock •""
LSI
t•.. '• No.
SPURKLAND
11500
. 0
J
SPURKLAND ENGINEERING
203 ate Ave
Anchorage Ak 99501
279-3916
HILLSIDE NORTH 14 LOT 1
9333 COPPER DR„ ANCHORAGE, AK 99507
MIKE SAUND£RS
SEPTIC SYSTEM SCHEMATIC
DATE: AUG 3, 2012
SHEETS 3/3 GRIDS 2042
PERMIT # DSP1210XX PARCEL ID # 041-031-87 HILLSIDENDRTH#4L1D3D116
Performed For.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99507
www.ci.anchorage.ak.us
(907) 343-7904
Soils Log - Percolation Test
MIKE SAUNDERS
Date Performed:7/13/12
Legal Description: HILLSIDE NORTH #4 LOT 1 Township, Range, Section:
Slope
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11
12-
13
14-
15-
16-
17-
18-
19-
20 -
Depth
(Feet)
SilUj SAn 11
WI SOME CSCa0z1
WAS GROUND WATER
ENCOUNTERED? YES
5
IF YES, AT WHAT DEPTH? 11' L
0
Depth to Water After t
HID Monitoring? g•5 E
SMP Date: 3.(.t2
(sw)
COMMENTS PRE-SOAKED.
Site Plan
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
7/13/12
2:36 PM
0 MIN
11.750"
7.250"
7/13/12
3:06 PM
30 MIN
12.125"
4.500"
8.188"
7/13/12
3:36 PM
30 MIN
12.250"
3.938"
8.438"
7/13/12
4:06 PM
30 MIN
4.000"
PERCOLATION RATE 7.5
TEST RUN BETWEEN 4.5
(minutes/inch)
PERC HOLE DIAMETER
FT AND 5 FT
6
PERFORMED BY: ANSON MOXNESS I / \ CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIP-- G NES IN EFFECT ON THIS DATE. DATE: 7/25/12
Spurridand
Environmental Consulting and Design
Single Family On-site Wastewater Disposal System
Construction and Material Specifications
Subject Property: Hillside North #4 Lot 1
Date: August 6, 2012
General:
1. The owner shall contract with a contractor to perform the work outlined in these
specifications and plans in accordance with the attached MOA permit. There is not
contractual arrangement between the contractor and the Engineer. The Engineer shall
be the owner's representative and will inspect the work to document the contractors
activities. Final acceptance of the contractors work rests with the owner and the MOA.
2. The scope of the project includes the procurement and installation of a 3 -bedroom on-
site wastewater disposal system at the location depicted on the attached site plan
drawings. The existing septic tank will be exposed to verify its integrity. The scope of the
work also includes the installation of a new 500 gallon STEP tank, a drain field comprised
of an absorption trench 70 feet long, 5 feet wide with 3 feet of septic rock. The location
of the drain field is shown on the attached site plan drawings. The maximum depth of
the field will be 3.5 feet below the existing ground surface. A minimum of two feet of
cover is required over the drain field. In addition to the required earthen cover, 2 -inch
thick, 40 psi, direct bury board foam shall be installed directly over all sewer rock &
piping.
3. Construction shall be in accordance with the approved site plan and design drawings and
any special provisions noted on the Municipal well and/or septic permit. All materials,
components, workmanship and construction practices shall comply with the Municipality
of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA,
Development Services Department, On-site Water and Wastewater Program (DSD)
policies.
4. The contractor is responsible for obtaining all underground utility locates, layout of the
proposed system, and verifying and maintaining all required separation distances to lot
lines, surface water, wells, steep slopes, etc.
5. The property owner shall be responsible for final grading any depressions formed from
settlement of backfill material. The property owner is also responsible for vegetation of
all areas disturbed by septic system installation activities.
6. Contractors installing wastewater disposal systems must be certified to do so by the MOA
DSD, On-site Water Wastewater Program. Property owners installing their own systems
must receive advanced approval from MOA DSD prior to system installation activities.
7. The contractor shall ensure that ALL materials being used are in compliance with the
most current guidelines established by the Municipality of Anchorage. Refer to
"Standards and Specifications for Component Parts and Materials Used in the
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gei.net
uf0SI
Environmental Consulting and Design
Construction of On-site Wastewater Disposal Systems", Dated December 2000, as
provided by MOA DSD, On-site Water and Wastewater Program.
Septic Tank Installation:
1. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank.
2. The sewer service line from the house to the tank shall have a minimum slope of 2%
unless prior approval is obtained from the engineer.
3. The inlet and outlet lines from the tank shall be bedded in drain rock or the soil shall be
sufficiently compacted to prevent future settlement of the soil.
4. Septic tank inlets, outlets and cleanouts shall be fitted with water tight couplings.
5. A cleanout shall be installed 1 to 4 feet from the foundation.
6. Post tank cleanouts shall be installed per MOA requirements. Does not apply to
pressurized lines.
7. In areas with high ground water, the septic tank shall be sufficiently anchored to resist
buoyancy forces when there is not adequate soil cover to resist uplift force. The
contractor shall refer to the engineer for direction regarding this matter.
8. The tank backfill shall be graded sufficiently to ensure positive drainage away from the
tank.
9. All holding tank and lift stations shall have an audible and visible alarm inside the
residence being served.
10. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform
Electrical Code. A municipal electrical permit and inspections must be obtained where
required by the MOA.
11. The contractor shall verify that the septictank/lift station is a minimum of 100 feet from
any residential water well, 150' from any class 'C' well and 200 feet from any community
water wells. Additional separation distances must also be maintained.
12. The contractor shall remove or abandon the existing tank in compliance with the Uniform
Plumbing Code.
Drain field Construction:
1. The drain field shall be excavated to the dimensions outlined in the design drawings. If
any discrepancies are noted, contact the engineer immediately for clarification.
2. The drain field shall be installed parallel to slope contours.
3. The bottom of the drain field shall be within 2" of level. If the sidewalls or bottom of the
excavation become smeared, they must be raked or scarified prior to the placement of
filter sand or drain rock.
4. The drain field must be a minimum of 5 feet from the test hole excavation.
5. Distribution pipe is to be installed level with perforations facing downward, atop a level
bed of drain field rock. Septic rock shall then be placed atop the distribution piping to
provide a minimum of 2" of cover, level across the entire width and length of the trench,
above the piping.
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gci.net
a
DEeeCTuJ
Environmental Consulting and Design
6. A silt barrier must be installed at between the final drain rock and the native soil backfill.
The silt barrier shall cover the entire drain rock surface.
7. Monitor tubes must be 4" in diameter, installed in the locations depicted on the design
drawings, and extend a minimum of 12" above final grade. The portion of the
monitoring tube below the distribution piping must be perforated and the portion above
the drain rock shall be solid.
8. Backfill over the final gravel layer must not be less than 2 feet. Insulation must be
installed when the backfill depth is less that 3 feet.
9. Drain field back fill shall be mounded to prevent depressions from forming due to
subsequent settlement of backfill material.
10. The contractor shall verify that the drain field is a minimum of 100 feet from any
residential water well, 150' from any class 'C' well and 200 feet from any community
water wells. Additional separation distances must also be maintained.
Inspections:
1. A minimum of two inspections are required by the Municipality of Anchorage. These
inspections must be conducted under the supervision of a Professional Engineer licensed
to practice in the State of Alaska.
2. The first inspection must be conducted after the excavation of the drain field and before
the placement of any gravel. The septic tank may be set in place, but may not be
backfilled.
3. The second inspection must be conducted after the placement of the silt barrier, gravel,
distribution lines, stand pipes, cleanouts, and insulation, but before the placement of any
backfill.
4. The contractor shall provide a legible copy of all field notes relating to system layout and
construction to the engineer for the use in preparing the record drawings.
5. The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours
notice is required prior to the start of construction. If necessary, a preconstruction
meeting will be held on-site.
203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland@gci.net
Municipality of Anchorage Page / of '3 11
. DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SV!✓617 1x9_/ L PID Number' a yl — D' i — Et 7
Name:
SAND .--12_S, t-tiCHA� L.
Wastewater System: ,New ❑ Upgrade
Address: Prr
ABSORPTION FIELD
Phone:
No. of Bedrooms:
Deep Trench 0 Shallow Trench 0 Bed 0 Mound 0 Other
LEGAL DESCRIPTION
Soil Rating:
/e GPD/Sq. Ft.
Total Depth from original grade:
% D F- 6
Gravel depth beneath pipe
Ft.
Lot: Block: ^Subdivision:
�
1'l1 L r_�s t'1� �. l d - J. N LI
Depth to pipe bottom from original grade:
Ft.
Township:
Range:
Section:
Fill added abo. i original grade:
" O — Ft.
Gravel length: �/ n
r/' G. Ft.
WELL: keiNew ❑Upgrade
Gravel width: rr��
p�– FL
Number of lines:
/
Distance between lines:
Ft.
Classification (Private, A,B,C):
V f21 VAT .
Total Depth:
5i � Ft.
Cased To:
5/o Ft.
Total absorption area:
�+
7110 SQ. Ft.
Pipe material:9
Fe/ o �' 503
Driller:
41--P)N ,
Date Dr Ile :
9 I�4I1
Static Water Level:
} 10 Ft.
q
Installer:: Ll( q,1- \-i.`3
(�re) eYie
Date in tailed:
8//3Jg7
Yield: Pump Set at.
i GPM Z4 T70 OA Ft.
Casing Height Above Ground
pZ Ft.
TANK
SEPARATION DISTANCES
tYSeptic ❑ Holding ❑ S.T.E.P.
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public/Private
Sewer Lines
Manufacturer:
a Q_j k 2
Capacity )in�.g�anllloons:
/v v c,
Well-
J ,r�
1 3-s
"_
a -5
Material: S ,e
Number of Compartments:
Surface—
Water
N
0 NI
LIFT STATION
Lot"�
Line
. J
Size in gallons:
Manufacturer:
on" lev :. at:
"Pump off" level at:
High water alarm at:
Foundation
iJ`O ✓ n Q '5,3
Curtain
Drain
hi i‘.));1-
Pump Make &Moral
Electrical Inspections performed by:
Remarks
BENCH MARK
Location and Description: _ /
1 O ),--D t.: LI der / S-I-1
r
U
Assumed Elevation: 0 ei
ENGINEER'S SEAL
Inspections performed by D , 5,Dates: 1st_ /_ `
' / w_ wo
2nd # q 7
Department of Health and Human Services approval
Reviewed and approved by' ' ./ C '' ` Date /Z-03-97
2-013 (Bev 9/91) MOA 25
• of P 49th /\• ,
....• %
0
Ito �'�•0. TOBB' N SPURKLAND ._=:
Il ,-Ch% No. CE -2225 �ti
•
25 0 25 50 75 100
ALE 1"= 50 FT,
/
1
ti
Well
e
TOTghr. 44/7
T/IE ROCK Os FT
REPLA�EMt T TRENCH
7
69
62
BENCH MARK: TOP FOUNDATION
ASSUMED ELEV. 100.00 FT
TOBBEN SPURKLAND P.E.
203 W 15TH. AVENUE
ANCH. AK. 99501
(907) 279-3916
LOT 1 HILLSIDE NORTH /4
BASHER ROAD
SEPTIC SYSTEM AS BUILT
DATE: OCT. 1, 1997
SHEET: 2/3 GRID: 2142
PERMIT # SW970216
PID # 041-031-87
HSN00012. DWG
0 Foundation Clean out
,1
i 49th "C °*•
•
�'., T BEN SPURKLAND i j
'j;2' %No, CE-2225 1"-,, �
0 1000 gal Septic tank ♦•,III ...S.•••�
.'�..
0
2' Wide
• Double Clean Outs 48' Long
• 10' Deep
50' Sewer rock
5' Cover
Clean Out
0
0 Moni tor'
NO SCALE
Cleanouts
Monitor
102f
1_01.5_.1
•.
].
-,-C
1 hilus_.:.llk;-I
I-11=11=
,..II-11-1191 lingiam L.Zalj121gas
, Ii.__�"
�I1 ..
itrr. IIr .IIL
III-II
=1
1i 111111
II-r=11
1 11 111111
I m-11-1
ll
H 11
1111 1 II
_-1111 IF 111-11. NOR
I"
-
J196.77
IE SIL T BAR''''
�4
.,•
IIIIIIIIIM VIII
'444140:4':': 444 : L :':
IIIIIIo
' 40:444 "�
%
IE 96.91
91.5
5,0 Ft Septic Rock
— 91.5
of
NO SCALE
1000 gal, septic tank
83.5 GREER
BENCH MARK TOP FOUNDATION
ASSUMED EL EV, 88, 5
TDBBEN SPURKLAND P.E.
203 w15th Ave
Anchorage Ak 99501
P79-i91 f,
T C 7� F
LOT 1 HILLSIDE NORTH #4
BOB GROENEWEG
SEPTIC SYSTEM AS BUILT
DATE; OCT. 1, 1997
SHEET: 3/3 GRID 2142
PERMIT i SW970216 PID 1 041-031-87 HSN00013, DWG
a
09/15/199
a y
10; 32
• 333-9'282
GROENEI EG
PAGE 01
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF MINING & WATER MGMT
WATER WELL RECORD
LOCATION/SKETCH:
DEPTHS MEASURED FROMIgicasing top ❑ground surface
BOREHOLE DATA:
Matenal Type end Color
Depth
From To
a
2—
ELL OWNER:
Gresey)e�
WELL DEPTH: DATE OF COMPLETION
Depth of hole: g: —ft
Depth of casing: ft
DEPT TO STATIC WATER LEVEL:
ft below 0.0100 of casino 0 ground surface
Date: sir 9
METHOD OF DRILLING: ,. air rotary 0 Cable tool
❑ ether
USE OF WELL: .at domestic 0 irrigation 0 monitor
O public supply 0 other
CASING STICK-U_p;, ' tw? hft
in. tfs ft
Casing type:
WELL INTAKE OPENING TYPE: i' open end
O perforated 0 open hole
Depths of openings: _, to
SCREEN TYPE:
Slot/Meeh Size:
Diam:
Length:
0 screened
'-w
ft
in.
ft
GRAVEL PACK TYPE:
Volume used:
OC
Ancnc`age
Dept. Health & Human
CONTRACTOR INFORMAT
egraZ- = usrnees ' ame
gkin of Authonzedespres*ntat7Rie Date
d1iVELOPMENT MFT'HOD: '
Duration:
PUMMPU G LEVEL AND YIELD:
0 ft after . _ hra pumpin4 ^ ___ OPm
PUMP INTAKE DEPTH: ft Horsepower:
WELL DISINFECTED UPON COMPLETION7- g YES 0 NO
REMARKS:
O/t./ -4/4,0
PLEASE MAIL WHITE COPY OF LAG TO:
DNR/DIVISION OF MINING & WATER MGMT
3801 C St, Suit* 80O
AiIdri-IrtriengeK 951503.13935
M,b A- COY
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW970216
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:SANDERS MICHAEL j, &
OWNER ADDRESS:P.O. BOX 210167
ANCHORAGE, AK 99521
PARCEL ID:04103187
LEGAL DESCRIPTION:
HILLSIDE NORTH #4 LT 1
LOT SIZE: 56628 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 7/28/97
EXPIRATION DATE: 7/28/98
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:
ISSUED BY:
DATE:
DATE:
-11211?7
.SP U(T,AND P.E.
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 1 HILLSIDE NORTH #4
BOB GROENEWEG
Municipality of Anchorage
Department of Health and Social Services
820 I Street
Anchorage, Alaska 99501
July 6, 1997
We are submitting an application for the installation of a well and septic system for this lot. The
submittal consists of three (3) drawings showing the present improvements on the lot and the
adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the well
and septic system are subject to this permit application, (sheet 2/3), and a schematic of the septic
system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed.
The septic system design is based on the following :
No Ground Water or Impervious Layer to 18 ft.
Use Standard Trench
Soil Rating. 1 min/in = 1.2 gal per sq.ft/day
No. of Bedrooms 3
Required Area per Bedroom: 150/ 1.2 = 125 sq.ft..
Total area required: 3 X 125 = 375 sq.ft.
Testhole depth 18 feet
Bottom Rock At 10 feet
Top Rock At 5 feet
Rock Depth 5 feet
Total Trench Length 375 / 10 = 37.5 ft.
SYSTEM CONFIGURATION
STANDARD TRENCH
TOTAL LENGTH 40 FT
TOTAL WIDTH 2 FT
TOTAL DEPTH 10 FT
ROCK DEPTH 5 FT
COVER 5FT
1000 GAL. SEPTIC TANK
The installation of this septic system will not prevent wells 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.
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: Be:J2 Ta.e-YI�t.CJ �Q
DATE PERFORMED:
LEGAL DESCRIPTION: IO I 1) 1-//tiLt5/DJX NO12/4 Township, Range, Section:
SLOPE SITE PLAN
2-
3-
4-
5-
6
7 -
8-
9-
10 -
11 -
12
13-
14-
15-
16-
17-
18
D E
6
0/}NILS
S; 1iy1�c�
11.4
Cl20.vt Satftt,�
S
v7 -T-€) !'1 p 1=
19-
20 -
DISCL-AIMFR• Groundwater
Past and future presence
from these obse ations.
PERFORMED BY: S I '". $ CERTIFY THATTHIS TEST WAS PERFORMED IN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water Aller
Monitoring? 4'f i Date.
S
L
O
P
E
N
Reading
v
Date
FinT—rrirtiei
Gross
Time
//
taSrolat.(
Time
a?‘
Depth ler o{.
Water
Net
Drop
%S!'9S
'-a
Slla«4%;
7"
/:: 55-
a...5-1
6..i
5 "
-Si
se )1
�o --•
gII
/ l'11;4
74
8 wti n
;ea
47"
51 r
PERCOLATION RATE < 5 (mirCes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND Z FT
conditions indicate,- are for the dates shown only.
and/or depth of groundwater can not be predicted
7. ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DA1 i:.. DATE:
72-008 (Rev. 4/85)
tiff [9.7
LOT 1
VACANT
LOT 2
TO BE DEVELOPED
NDEVELOPED
50 0 50 100 150 200
SCALE 1' = 100 FT,
250
1/
300
el
TOBBEN SPURKLAND P.E.
203 W 15TH. AVENUE
ANCH. AK. 99501
(9071 279-3916
LOT 1 HILLSIDE NORTH #4
BASHER ROAD
SEPTIC SYSTEM DESIGN
DATE: JULY 6, 19.97
SHEET: 1/3 GRID:2142
PERMIT #
PID #
HSN00011.DWG
i
i • 49th
•
TDB N SPURKLAND ::
. .4
♦ r� s, No. CE -2225 ,. =r
.�1��F�.•.................• ... •
.4./
f kb1\\�S�\iii•••
25 0 25 50 75 100 125
ALE. 1" = 50 FT
r I 1
04T4F,
-
7
�`�•�12z,41CN074L0
RE1.OC 1SEPLACEMNTRE/✓
CA/
TOBBEN SPURKLAND P.E.
203 W 15TH. AVENUE
ANCH. AK. 99501
(907) 279-3916
LOT 1 HILLSIDE NORTH /4
BASHER ROAD
SEPTIC SYSTEM DESIGN
DATE: JULY 6, 1997
SHEET: 2/3 GRID:2142
PERMIT #
PID #
HSN00012. DWG
2' Wide
40' Long
10' Deep
50' Sewer rock
5' Cover
TOBBEN SPURKLAND P.E.
203 W15th Ave
Anchorage Ak 99501
LOT 1 HILLSIDE NORTH #4
BOB GROENEWEG
SEPTIC SYSTEM DESIGN
DATE; JULY 6, 1997
SHEET; 3/3 GRID 2142