HomeMy WebLinkAboutMANOR LT 6Manor
Lot 6
#050-671-48
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP131186
PID Number: 050-671-48 ❑✓ New ❑ Upgrade
Name:
Paul and Michelle Slims
ABSORPTION FIELD
❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
Address
10254 Silvertip Circle Eagle
River, AK 99577
❑Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
5
.8GPD/SF
10.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.5 Ft.
Gravel depth beneath pipe
8.OFt
Subdivision
Block Lot
Manor
6
Fill added above original grade
1-3 Ft.
Gravel length
61 Ft.
Township Range - Section
Gravel width
3Ft.
Beds: Number of Lines
Distance between lines
SEPARATION DISTANCES
Ft.
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
976 Ftp
One
Ft.
Well
>100'
>100'
N/A
N/A
>25'
TANK ElSeptic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1,5000al.
Surface Water
>100'
>100'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
>10'
N/A i
N/A
Steel
Two
NA
Foundation
>5'
>10'
N/A
N/A
LIFT STATION
rerfElectrical
Curtain Drain
None
Noted
Gal.
Remarks
evel at
in.
tP.Ipfauke
Pumter
alarm at
in.
and models
performed by
Installer
PIPE MATERIAL House to tank D3034 Tank to D3034
drainfield
Red Dog Excavating
Drainfleld F810 CO/MT D3034
Inspector A Harala
BENCHMARK (Assumed elevation) 100.5ft
Inspectionts� 1/28114
dates: 2"d
2/3/14
Location -and description
3" 4 1
Garage Slab.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
1�
�P�E .....:4 4grit
Conditional Approval:
Date
••
y .�
0 *; 49 T. m
zi
A^ :MlCHAS, E ANDlRSON
-- -- —
s CE - 4381 ,•'�
Approved
//11_ &e -f Date g
"ROFESSioNa��
I �SPIRAT/pN
M2
Municipality of Anchorage page 2 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
0' UTILITY EASEMENT I
MANOR SUBDIVISION
LOT 6
45,621 S.F.
10' TELE. COMM
& ELEC. ESMTS
51 202119.0'
S2 30.1' 21.5'
C4 1 130.1 113.,
M2
11141AN
LEGEND 1
MT —
Monitor Tube
SV —
Septic Vent
FCO
— Foundation Clean out
TH —
Test Hole
CO —
Clean Out
2CO
— Double Clean Out
®TH4
C4
Insulation Over Line
Under Driveway
Five Bedroom
Home
BALCONY
S1
TRACT A
PLAN AS BUILT
SCALE 1" = 40'
Permit Number: OSP131186
PID NO.:050-671-48
TRACT A
49th
MICHAEL E. ANDERSON
No. CE -4381 ;
Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP131186
98.6
W fNA
UU
1,500 Gallon
Septic Tank
PID No. 050-671-48
PROFILE AS -BUILT
No Scale
.4
MEMORANDUM
DATE: August 4, 2014
TO: Jeff Poet
FROM:. Mike Anderson, P.E.
SUBJECT: Lot 6, Manor Subdivision
Certificate of On Site System Approval (COSA)
The location and alignment of the absorption trench for this property was based
on the original ground surface contours of the lot. Substantial grading was
accomplished prior to the placement of the absorption trench. The trench was
constructed in conformance with Municipal Code and parallel to the contours of
the ground surface. The alignment of the trench was discussed with you at the
time of construction.
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2 -
3-
4-
5 -
6-
7-
8-
9-
10-
11
1
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Lot 6 Manor Subdivison
PERFORMED FOR: RDesign
DATE: 1/28/14 PROJECT No.:
PARCEL ID#: TECHNICIAN: A. Harala
4
A
a;
TEST HOLE 4
OB/OG
SILTY GRAVEL
W/SAND
GM
16
17 BOH
SLOPE
NICNAEE E. ANDERSON
. No. CE -4381 .
Pmfessional
See Site Plan
WAS GROUND WATER ENCOUNTERED? 1NG
READING
IF YES @WHAT DEPTH?
S
DEPTH TO
WATER
(INCHES)
DEPTH OF WATER AFTER MONITORING:
O
TEST HOLE PRESOAKED PRIOR TO TESTING:
1/28/1
1
11:14
DATE OF MONITORING:
tC
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
1/28/1
1
11:14
1.6311
2
11:44
30
4.13"
2.5011
3
11:46
1.5011
4
12:16
30
4.0011
2.5011
5
12:17
1.3811
6
12:47
30
3.8811
2.5011
PERCOLATION RATE: 12 (MIN/INCH) PERC. HOLE DIA. k_(INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. CHECK FOR SOIL CONTINUITY.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 8/4/14
On -Site Wastewater Disposal System Permit
Permit Number: OSP131186
Tax Code Number: 05067148000
Work Type: Septic
Permit Effective Dates: July 18, 2013
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
to July 18, 2014
Design Engineer: ANDERSON ENGINEERING
Subdivision: MANOR
Site Legal Address: MANOR LT 6 G:0254
Owner/Address: SIMS PAUL SCOTT & MICHELE B
10254 SILVERTIP CIRCLE EAGLE RIVER AK 995779512
Site Mailing Address: Lot Size in Sq Ft: 45621
Total Bedrooms: 5
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage
All construction must be in accordance with:
I. 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: A cross section including the drainfield and driveway shall be submitted with
the inspection report showing that the standard imaginary 25% line does not daylight within 50 feet
of the drainfield. If the drainfield is less than 50 feet from the point of daylight, a waiver shall be
obtained or reconstruction of the driveway and/or drainfield may be required.
Received
Issued By: k42
C d i n V TseS 4t a raP� i%"e id .
A
_ Date:
Date: Q /3
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-671-48
Property owner(s) Paul and Michelle Sims Day phone
Mailing address 10254 Silvertip Circle Eagle River, AK 99577
Site address Inspiration Circle Eagle River, AK 99577
Legal description (Sub'd., Block & Lot) Manor, Lot 6
Legal description (Township, Range & Section)
Lot Size 45,621 Sq. Ft. Number of Bedrooms Five (5)
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑X Single Family (SF)
(w/wo ADU)
Septic Tank
1ZUpgrade
E]Duplex (D)
Holding Tank
F-1Renewal
ElMultiple
Dwellings
Privy
❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Dis tance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
L e ct:lx
property owner or
Permit/Rush Fees: 53u�
Date of Payment: )
Receipt Number:
Permit No. cypf)31\gt��
Permit App_? :- :C.,k.
Waiver Fees:
Date of Payment: _
Receipt Number: _
Waiver No.
❑X
July 7, 2013
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 6, Manor Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer
The owner of Lot 6, Manor Subdivision intends to construct anew five -bedroom home
on the lot. We are therefore requesting a permit be issued for the construction of a new
septic system to accommodate the home. The attached Site Plan and backup
documentation identify the location and configuration of the proposed septic system
along with the alternate site. Also identified on the plans are the existing septic systems
on surrounding lots. The subdivision is served by a community Class C Well and Water
System. No conflicts exist between the proposed septic system or septic systems and
wells on adjacent lots. Drainage arrows are shown on the site plan showing the grade
and direction of flow on the lot. The drainage pattern will not be changed as a result of
this project.
Two test holes were placed on the lot in the area of the absorption trench and
alternate site. The log indicates well graded to silty sand (SW/SM) in the zone specified
for the absorption trench. The percolation rate of the soil was determined to be 1.25
minutes per inch. No groundwater was found during the placement of the test holes
and none was noted during the monitoring period. An application rate of 1.2 gallons
per day per square foot was used in the design of the absorption system. We are
proposing to place a new 1,500 -gallon septic tank and a 63' long by 5' wide by 4'
effective depth absorption trench to treat and dispose of the effluent generated in the
house. The elevation of the distribution line in the absorption trench will be 3' below the
surface and the total depth will be 7'. A minimum of 3' of fill or 2" of insulation and 2' of
fill will be placed over the absorption trench and 4' over the septic tank.
The ground surface on the lot in the area of the septic system slopes to the northwest.
The new trench will be constructed parallel with the contours of the slope as much as
Lot 6, Manor Subdivision
July 7, 2013
Page Two
possible in conformance with Municipal requirements. The new septic system will be
constructed a minimum of 100' from all wells and any surface water and 10' the
proposed and existing water services in the area.
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
L-
-0 .-th ..:*
MICHAEL E. ANDERSON
I. Na. CE -4381
X--klho;�
9IX
041,
MOTE 0i,Q
Subdivislon Served by
Community Water System.
No Conflicts With Adjacent
Septic Systems.
LOT 5
0
..AIL
3' wwl
AM.
Clw W E r 5V
NOTE
4 kwkow ow
Um UMrt DAwray
01
MANOR SUBDIVISION
LOT 6
45,621 S.F.
NOTE:
Water Service Must Be >10' From
Absorption Trench and meet all ADEC
Requirements. Water Service must be
a minimum of 18" below the sewer
service with no joints, fittings or
connections within 9' of the crossing.
`�O
YRIMLTF eIR
®2 e3m5we
Wrop'e
��•
W
Five Bedroom
Home
TRACT A
VACANT
3$ MT��Monitor Tube
`t SV — Septic Vent
FCO — Foundation Clean
TH — Test Hole
CO — Clean Out
2CO — Double Clean Out
NE
o4Areas of Excessive Slope or SITE PLAN
Surface Water are Within 100' of Any
Part of the New Septic System. SCALE 1" = 40'
6�
C
Lot 5
Absorption
Area
..AIL
3' wwl
AM.
Clw W E r 5V
NOTE
4 kwkow ow
Um UMrt DAwray
01
MANOR SUBDIVISION
LOT 6
45,621 S.F.
NOTE:
Water Service Must Be >10' From
Absorption Trench and meet all ADEC
Requirements. Water Service must be
a minimum of 18" below the sewer
service with no joints, fittings or
connections within 9' of the crossing.
`�O
YRIMLTF eIR
®2 e3m5we
Wrop'e
��•
W
Five Bedroom
Home
TRACT A
VACANT
3$ MT��Monitor Tube
`t SV — Septic Vent
FCO — Foundation Clean
TH — Test Hole
CO — Clean Out
2CO — Double Clean Out
NE
o4Areas of Excessive Slope or SITE PLAN
Surface Water are Within 100' of Any
Part of the New Septic System. SCALE 1" = 40'
0-01
LOT 6, MANOR SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Five Bedroom House Deep Trench System
Perc. Rate: 9.8 Min./Inch 1,500 Gallon Septic Tank
Application Rate: .8 GPD/SF 8' Drainfield Rock
5 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 937.5 SF Absorption Area
937.5 SF/16 SF/ LF = 58.59 LF Trench Length
THEREFORE: Construct a New 60' Long x 3' Wide x 8' Effective Depth Absorption Trench.
Flow Line Elevation in Trench to be 3.0' Below Original Ground Surface. Total Depth to be
11' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption
Trench.
Natural
Backfill
2'6"
Geotextile
Fabric
6" } 4" Perforated
t PVC (Holes Down)
Drainfield Rock
3'
TYPICAL DEEP TRENCH SECTION
(NO SCALE) ��JP(E•, ..... ����
NOTE: Grade Area Over Trench to Drain Away. : a; W.
Minimum 6' Separation From Bedrock. ••.....,,.stn `.
�,�^ � YYII� .... .:.....
Minimum 4' Separation From Groundwater. X. C
r.....; ........................................
Minimum 100' Separation From Wells in the Area. : MICHAEL 5. ANDERSON ; w�
Minimum 1 00'Separation From Surface Water or Streams.�� s;; No. CE tea+ _�
z
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1 -
2
3
4
5'
6'
7'
8
9.
10
11
13
14
15
17
18
19
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Lot 6 Manor Subdivison
PERFORMED FOR: RDesign
DATE: 1/2/14 PROJECT No.:
PARCEL ID#: TECHNICIAN: A. Harala
TEST HOLE 3
MTW OB/OG SLOPE
a
a;
SILTY GRAVEL
W/SAND
GM
IC •
WAS GROUND WATER ENCOUNTERED?
IF YES @ WHA
DEPTH OF WATER AFTER MON
DATE OF MO
MON
< 49th YV •.°:
49th
E. ANDERSON
P+ fesMonal
See Site Plan
f DEPTH?
1TORINO' None O -
1/8/14LC
GROSS TIME NET TIME DEPTH To NET DROP
DATE READING (MINUTES) (MINUTES) WATER (INCHES)
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
1/4/14 1 1:23 3.1311
2 1:53 30 6.2511 3.1211
3 1:55 3.0011
4 2:25 30 6.0611 3.0611
g 2:28 3.2511
6 2:58 30 6.3111 3.0611
PERCOLATION RATE:: 9.8 (MIN/INCH) PERC. HOLE DIA. E (INCHES)
TEST RUN BETWEEN: 3 FT. and 4 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 1/8/14
PERCOLATION RATE:: 9.8 (MIN/INCH) PERC. HOLE DIA. E (INCHES)
TEST RUN BETWEEN: 3 FT. and 4 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 1/8/14
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2
3-
4-
5 -
6-
7-
8 -
9-
10-
11
12-
13-
14-
15-
16-
17-
18-
19 -
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Lot 6 Manor SUbd1V1SOri
PERFORMED FOR: RDesign
DATE: 6/5/13 PROJECT No.:
PARCEL ID#: TECHNICIAN: JB_
OB/OG
SILTY SAND
W/GRAVEL
SW/SM
TEST HOLE 1
SLOPE
WAS GROUND WATER ENCOUNTERED?
IF YES @ WH
DEPTH OF WATER AFTER MO
DATE OF MONITORING
F• 49th
MICHAEL E. ANDERSON
NO. CE -4381
:
AT DEPTH?
MONITORING None
: 7/6/13
GROSS TIME NET TIME DEPTH To NET DROP
DATE READING (nlNures) (NlNures) WATER (INC
(INCHES) HES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
6/6/13 1 3:00 10 1.50"/9.75° 8.25"
2 3:11 10 1.25v9.25" 8.00"
3 3:22 10 1.13^/9.13° 8.00"
4 3:33 10 1.25-79.25^ 8.00"
5 3:44 10 1.13°/9.13" 8.00"
6 3:55 10 1.50^/9.50° 8.00"
PERCOLATION RATE:1.25 (MIN/INCH) PERC. HOLE DIA. 10 (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/7/13
PERCOLATION RATE:1.25 (MIN/INCH) PERC. HOLE DIA. 10 (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/7/13
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Lot 6 Manor SUbd1V1SOn
PERFORMED FOR: RDeS1R_n
DATE: 6/5/13 PROJECT No.:
PARCEL ID#: TECHNICIAN: JB
DEPTH TEST HOLE 1
(feet)
1
2
3
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
OB/OG
4
6/6/13
1
5
10
1.50"/9.75°
6
SILTY SAND
3:11
10
W/GRAVEL
,7
3
8
10
1.13°/9.13"
8.00"
SW/SM
9
10
1.25^/9.25°
10-
5
11
10
1.13'/9.13"
16
17 B.O.H.
1
WAS GROUND WATER ENCOUNTERED? IVO S
IF YES Q WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NDne
DATE OF MONITORING: 7/6/13
r 49th
AEL E. ANDERSON
Nn CF -Aim
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
6/6/13
1
3:00
10
1.50"/9.75°
8.25"
2
3:11
10
1.25^/9.25^
8.00"
3
3:22
10
1.13°/9.13"
8.00"
4
3:33
10
1.25^/9.25°
8.00"
5
3:44
10
1.13'/9.13"
8.00"
6
3:55
10
1.50^/9.50^
8.00"
PERCOLATION RATE:1.25 (MIN/INCH) PERC. HOLE DIA.—LO (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/7/13
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
Lot 6 Manor SUbdiyison
PERFORMED FOR:
RDCSign
DATE: 6/5/13
PROJECT No.:
PARCEL ID#:
TECHNICIAN: 711
DEPTH
TEST HOLE 2
(feet)
10
1 OB/OG
2
3
4
5
6 SILTY SAND
7 W/GRAVEL
8
9 I I SW/SM
I
II
I
=gym
1
WAS GROUND WATER ENCOUNTERED? IND
IF YES @ WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: None Q
DATE OF MONITORING 7/6/13 tC
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
6/6/13
1
3:05
10
0.75"/8.88^
8.13"
2
3:16
10
1.00^/9.13^
8.13"
3
3:27
10
0.88°/8.88°
8.00"
4
3:38
10
1.0011/9.00"
8.00"
5
3:49
10
0.75"/8.75"
8.00"
6
4:01
10
1.0011/9.00
8.00"
PERCOLATION RATE:1.25 (MIN/INCH) PERC. HOLE DIA.I0 (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/7/13
694-2F74
O&
E ENGINEERING & DEVELOPMENT
Oox 90, r_)~vl,,~ St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
CO.
Earl Ellis
688-2280
- ~ ..... Z z~ >/_) ~. o/~'.,~' T~ L., ~..;__/_.-__:_ ...................... ~'~,l ................
performod for: N~fTH~ ~.-.~
Mailing Addre~s.-~:--, ................ X- ....................
.L.,~L__:-:¢--- ~ ~ ~ ~ <' ' ~ ...............................
Legal Description: ._._ c , ~ ~. ~. .............................................
Depth {feet)
Soil Characteristics
PLO'f' PLAN
PERC, TEST
Ground W~ter Encountered: Yes ............ No__~__.~.]:. H yes, what depth ................ ¢, -,:'"
Proposed InstaUation: Seepage Pit ........ Drain Field .............
Earl P. Ellis
Comme~tts:--, NO, 17,l%E
.,, /'~ ~,,'
.................. ,:2 ,¢ Z./ ,~:' .~ ~. '- ~/,"/~I
P~d om'~ed by: .............. ~:~.L..,:_-,,/ ................ ~ .......
694-2774
O & E ENGINEE:RING &. DEVELL)FIVtEN¢~CO,,
Box 90, Davis St., EAgle River, Al~skg, g9577
694-2774 or 688-2280
Earl
SOIl., LO(~ 688..2280
Performed for: fNlame: ._._ z..~
~.~.7 ¢ ~:: .. .........................................................................................
Legal Description: ....
10
PERC, TEST
Ground Water Encountered: Yes ............. No ........... If yes, what (;leptl~
Proposed h'~staHation: Seepage Pit ..............Drmn Field
Cor'nments:
O&E
ENGINEERING & DEVELOPMENT CO.
Box 90, Davis St,, Eagle River, Alask~ 995T7
694-2774 or 688--2280
694.-2774 SOIL LOG 688-2280
PLOT PLAN
PERC. 'TEST
Ground W~te, r Encountel"ed: Yes ............No .......... If yes, what depth .................. ~,~ c
Proposed Installation: Seepage Pit ......... Drain Field ............
Emi p. Ellis
Comments:_
O&E
ENGINEERING & DEVELOPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster
694-2774
Earl Ellis
688-2280
SOIL LOG
Depth (feet)
$oll Charactertstlca
m
3__
4'
5__
PLOT PLAN
PERC. TEST
15__
16__
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit__
Comments:
No ~'~ If yes, what depth
Drain Field_
Performed by:
Russell Oyster
694-2774
O
Performed for: Name:
E ENGINEERING & DEVELOPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
Mailing Address:
Legal Description:
Depth (feet)
1 __ /,V/z 5'/~ T-
2
Soil Characteristics
10__
11__
12__
13
14 ____
15
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit
Comments:
_ No Y If yes, what depth_
. Drain Field__
PLOT PLAN
PERC. TE~T
Parcel I.D. 050-671-48
Municipality of Anchorage
On -Site Water and Wastewater Program
(907)343-7904
Certificate of On -Site Systems Approval
1. GENERAL INFORMATION
Complete legal description Manor, Lot 6
Location (site address) 19000 Inspiration Circle
Expiration Date:
River, AK 99577
Current Property owner(s) Paul Sims & Kai Blnkley Day phone
Mailing address 19000 Inspiration Circle Eagle River, AK 99577
Real Estate Agent
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: Five
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual
x
Individual Water Storage
❑
Holding Tank
❑
Community Class C Well
0
Community
❑
Public Water System
❑
Public Sewer
n
u
WaiverNariance request for:,
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $z{ / , Waiver Fee $
Date of Payment - /� Date of Payment
Receipt Number. Receipt Number
COSA# (3 Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Anderson Engineering Phone 522-7773
Address P.O. Box 240773 Anchorage, AK 99524
Engineer's Printed Name Michael E. Anderson, P.E. Da#g
OF f
*• 49 TH 1 T'
0 .
6. DSD SIG ATURE �`
System #1 Approved for b✓ bedrooms
System #2 Approved for
Disapproved
Conditional approval for
bedrooms
bedrooms, with the following
CE -4381 : =o
0
F
rESS10Na��`
By: Original Certificate Date: - z
The icipy6o Anc e Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet r LL c
If more than 1 septic system is on the lot:
COSA Checklist # of _
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: Manor, Lot 6
A. WELL DATA
Well type Public If A, B, or C provide PWSID #
Date completed Sanitary seal (Y/N)�
Total depth ft. Cased to ft.
FROM WELL LOG
Date of test
Static water level ft.
Well production g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate mg/L
Arsenic ug/L Date of sample:
Parcel ID: 050-671-48
213637 Well Log (Y/N)
Wires properly protected (Y/N)
Casing height (above ground) in.
AT INSPECTION
B. SEPTICIHOLDING TANK DATA
Tank Type/Material Septic/Steel
Tank size 1,500 gal. Number of Compartments 2
Foundation cleanout (Y/N) Y Depression over tank (YIN) N
Date of pumping New Const. Pumper
C. ABSORPTION FIELD DATA
ft.
g.p.m.
Collected by:
Date installed 1/28/14
Cleanouts(Y/N)
High water alarm (YIN)
Y
rn
Date installed 2/3/14 Soil rating (g.p.d./ft2 or ft2/bdrm) •8 GPD/SF System type Deep Trench
Length 61 ft. Width 3 ft. Gravel below pipe 8.0 ft.
Total depth 13 ft. Eff. absorption area 976 ft2 Monitoring tube Y Depression over field N
Date of adequacy test New Const. Results (Pass/Fail) For _ bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date
D. LIFT STATION
Date installed
No Add On Manhole - Gravity Flow to Absorption Trench.
"Pump on" level at in.
Datum
Size in gallons _
"Pump off' level at
Cycles tested _
Manhole/Access (Y/N) _
in. High water alarm level at
Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot >100'
On adjacent lots >100'
Absorption field on lot >1 00'
On adjacent lots >1 00'
Public sewer main N/A
Public sewer manhole/cleanout N/A
Sewer /septic service tine >25'
Holding tank N/A
Animal containment areas >
Manure/animal excrete storage areas >100'
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation > Property line >5',
Water main > 10, Water service line >10'
Wells on adjacent lots >100'
ABSORPTION FIELD ON LOT TO:
Property line >10 Building foundation >10'
Water Service line >10' Surface water >100
Curtain drain None Noted Wells on adjacent lots >100'
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Michael E. Anderson, P.E.
Date 8/4/14
COSA brown sheet_10-10-12.doc
Absorption field >5,
Surface water > 100'
Water main
N/A
,
Driveway, parking/vehicle storage >
10
MICHAAFA E ANDERSON
0
rol
U
i NOTE: LOT IS SERVED BY A COMMUNITY WATER SYSTEM.
PLOT PLAN _ AS BUILT X SCALE 1" = 50' GRID NW 254 Project No. _
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska
(907) 522-6476
Registered Land Surveyors (907) 522-4625 Foxne c
ken®langsurvey.com / jonafhan®langsurvey.com ,`�... ..--•"i '' o
49?H . 9r
...............................
13-124
99515-3049
I hereby certify that I have surveyed the following described property:
LOT 6, MANOR SUBDIVISION (PLAT 83-451)
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.
Dated this the Day of
, 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.
...... KENNETH G. LA....G.
GLA.........
'. KENNNG .' o
.LS -5202.••' yo�o4
440n��FfSSIONA� �'P o0