HomeMy WebLinkAboutMOUNTAIN PARK ESTATES BLK 12 LT 2AOnsite File
Mountain Park
Estates
Block 12
Lot 2A
#017-441-50
5 V SMI TTA
Up 1 a �111Q
Municipality of Anchorage
On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191075 PID Number: 017-441-50
Dwelling: ❑I■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑i■ New ❑ Upgrade
Name:
Laura & Jesse Sooter
ABSORPTION FIELD
❑ Deep Trench 9 Shallow Trench ❑ Bed ❑ Mound
Address
559 Ocean Point Dr. Anchorage, AK 99515
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
(907) 229-0062
4
1.2 GPD/SF
7.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
3.0 Ft.
Gravel depth beneath pipe
4.0 Ft.
Subdivision Block Lot
Mountain Park Estates 12 2A
Fill added above original grade
0.4 Ft.
Gravel length
50 Ft.
Township Range Section
Gravel width
5.0 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
500 Fe
1
Ft.
Well
>100'
>100'
N/A
N/A
>25'
TANK ❑9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
11250 Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>10'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
None
Noted
Pump on level at
Pump off level at
High water alarm at
Remarks Tank is insulated per contractor.
in.
in.
in.
Pump make and model
Electrical Inspections performed by
PIPE MATERIAL House to tank D3034 dTankrainfie ld D3034
Installer
Wilco Contracting
Drainfield D3034 CO/MT
Inspector J. Williams
BENCHMARK (Assumed elevation) 100 ft
Inspection15` 4/16/19 4/17/19
Location and description
2nd
es:
Bottom of siding.
3rd a
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
Conditional Approval: Date
.®�P�"OF"A. :qS®®e
•••
••
"A0
o 49th • io
f4......u..un....m u.......u...nu..m. .
MICHAEL E. ANDERSON
No. CE—AV
♦®QST �•
Approved Date g
9/16/19 .••`a� s
a® RGFr
®®
Inspection Report_9-1-12.doc
MOUNTAIN PARK ESTATES BLOCK 12 LOT 2A
PERMIT # OSP191075 PID # 017-441-50
P
JADJACEN T
EXISTI ELL
1
v TH1 ;
T�3H2
EX TING
- � '- p: • ,-rte
'
SETBACK LINES TYP
100' WELL RADII
I
i-TERNATE SITE CAT III
1 0' LONG x 5' WIDE x 0.5'
tFECTIVE DEPTH
E SORPTION TRENCH
IPP. RATE 4 GPD/SF.
II
LOT 3 / LOT 3
' SEPTIC
AREA I I
O I I
CONTOUR INTERVALS: 1'
A B C
PLAN AS -BUILT
m
�..m ,..�,�.�.......�,._.� 0 50 100
MICHAEL E. ANDERSON FEET
••�%,Ls No. cE-aril r' _,w 1°=50'
9116/19 Gm�
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
• FmAll" • • `
PERMIT # OSP 191075
M
ENGINEERING
PID # 017-441-50
96.0 FINISH GRADE
/-- 95.6 ORIGINAL GRADE
F. Me
82.6
NO GROUNDWATER 7/18/18
INSULATION
�—O
88.6 ----' 88.9 —1
50' —
PROFILE AS -BUILT
(NO SCALE)
WT
r i• • e�,
r
OWNER OF LAND: Jesse & Laura Sooter
ADDRESS: 12601 Alpine Dr. Anchorage
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION Mountain Park Estates Blk12 Lot2A
DATE: 4-22-19
0
2
Casing Stickup
PERMIT NUMBER: OSP191075 DATE OF ISSUE: 4-9-19
TAX IDENTIFICATION NUMBER 01744150000
Is well located at approved permit location: ®Yes ❑No
Method of Drilling: ®air rotary cable tool
Depth of Well: 400'
Casing Type: Steel Wall thickness250 inches
Diameter: 6 inches, depth 124 feet
Liner type
Static Water Level: 120 feet
Recovery Rate 5 ® gpm ❑ gph
Method of Testing Air
Well Intake Opening Type: ❑ open end ❑open hole
❑ Screened Start feet Stopped
❑ Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50lbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: ®yes Ono
Method of Disinfection: Chlorine 50 PPM
Comments:
.5 GPM after hydrofrack
2
4
Overburden
4
29
Silt & Clay w/ Some Gravel
29
75
Clay & Gravel
75
122
Tight Silty Sand & Gravel
122
203
Bedrock Gray
203
265
Bedrock Green Hard
265
329
Bedrock Gray
329
377
Bedrock Green
377
385
Bedrock Gray
385
400
Bedrock Green Hard
Drillers
Name:
Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough: Department of Environmental Conservation.
t9T
www.suilivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number: SW OSP191075 Date of Issue 4-9-19
Parcel Identification Number: 0174410000
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
N Frontier Surveys, LLC Project No: 19-308
&)i Ordered By: Jesse Sooter
Scale 1" = 40'
LOT 1A
N \
rn o
\
34.3
\
M C) \
/ t. -I GRAVEL
CC DVEM 1B
DRIVEWAY M v \
�i
9n
Date: 08/12/2019
Plat: 79-258 1 Grid: N/A
16' 33"W 110.85
S82°_
Lot 2A, Block 12
Mountain Park Estates Subdivision
23,571 Sq. Ft. +/-
Alpine Drive
2 Story Wood Frame House
With Attached 3 Car Garage
- 134.7
0
0 20 40 80
General Notes:
1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws.
2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. SCQI e in Feet
3. All measurements/setbacks are to the visual/apparent building footprint.
Z
20.0
339
r r,
,0
1
\�
DETAIL
SCALE: 1" = 20'
SEE DETAIL
o
r,
34.3
,
N
-p Iz-
4.0
20
L�Jj
O CP
f
o s
O
I
20
O
iW'1
I
h
I
S89° 59'00"W 201.97
t EDGE OF
\ GRAVEL
\ '
30.0
R.O.W.
QUI
�
Y
I
\
LOT3
i
y Electric Meter/Outside Power
cQ., Telephone Pole
. Tel. Ped.
y Gas Meter ® Deck
-o- Fence
Ec Elec. Ped.
(S; Septic iW; Water Well
`� Mailbox
—om-- Overhead Utility
0
0 20 40 80
General Notes:
1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws.
2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. SCQI e in Feet
3. All measurements/setbacks are to the visual/apparent building footprint.
Z
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP191075
Work Type: WellSeptic Initial
Effective Date
Expiration Date
Tax Code Number: 01744150000
Site Legal Address: MOUNTAIN PARK ESTATES BLK 12 LT 2A G:2838
Site Mailing Address: 12601 Alpine DR, Anchorage
Owner: SOOTER JESSE & LAURA
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
f�
l.)elrtrrmcnr
4/9/2019
4/8/2020
Lot Size in Sq Ft: 23571
Total Bedrooms: 4
2 Disposal Field ✓❑ Septic Tank ❑ Holding Tank ❑ Privy 21 Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By:
Issued By:
Date: /
Date: t
MUMCP L UTY OF ANCHORAGE
...........
Development Services Department `'r. ° Phone: 907-343-7904
On -Site Water & Wastewater Section �`-- Fax: 907-343-7997
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel
Property owner(s)Day phonez�'ncvZ
Mailing address n �1 1
Site address
Legal description (Sub'd., Block & Lot) QO(An6�, 2A,
Legal description (Township, Range & Section)
Lot Size 'L3�57 % Sq. Ft. Number of Bedrooms_
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Single Family (SF)]
Absorption Field]
Initial
(w/wo ADU)
Septic Tank
k
Upgrade ❑
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
Permit/Rush Fees: C920.OD
Date of Payment: 0+103 1
Receipt Number:2 CJ I
Permit No. Och lQ
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
April 8, 2019
MOA Development Services Dept, -On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Mountain Park Estates Block 12 Lot 2A — Alpine Drive
Septic system design
Dear On -Site Services Engineer:
The owner of the above lot intends to build a 4 -bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot slopes toward the road steeply near the back of the lot, but near the
front the slopes are much milder. It is in that flatter area that the new septic system is located.
There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate
site. Drainage arrows are shown on the site plan showing the grade and direction of flow.
Stormwater drainage will not impact this septic system. The new trench will be constructed parallel
to the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all
wells and surface water, and more than 5' away from the septic tank. The alternate site is located
more than 16' away.
Please refer to the attached test hole logs, soils lab analysis, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
:..............^r +�
Michael E. Anderson, PE``• 49th_
MICHAEL E. ANDERSON It
N0. CE -4381
•, " "F d
��1� ROFGS51*O �
MOUNTAIN PARK ESTATES BLOCK 12LOT 2A
D Il
ERTIC-TANK -AZ
804 O
TH#1 EFFECTIVE DEPTH
—04 co ABSORPTION TRENCH
�198 ALTERNATE SITE
LOT 6
SETBACK LINES TYPI
ADJACENT LOT
\\EXISTING WELL
100'VVELL RADII
LOT 3
SEPTIC
AREA
NOSLOPES ,25% WITHIN 50'ORSURFACE WATER WITHIN 100'OFTHE
OF to LEGEND
PROPOSED SEPTIC SYSTEM -----
CO CLEANOUT
ALL WELLS ONSURROUNDING LOTS WITH IMPACTS TOTHIS 2CO DOUBLE CLEANOUT
49th W
-~ FCO FOUNDATION CLEANOUT
PROPERTY ARE SHOVN�NOCONFL|CTSV|THVELLSORSEpT|C
FS FLOW SPLITTER VALVE
SYSTEMS.
MICHAEL E. ANDERSON f Q m'
MH MANHOLE
8 50 100
NoCE-4381
[�-�lSLOPES /25% MT MONITORING TUBE
�NN EM hM MEFEET `--=^
���|SLDPES^4G� SV SEPTIC
=u 1^~50' �--- |
MOUNTAIN PARK ESTATES B12 L2A
DESIGN FACTORS:
600 GPD PEAK FLOW
PERK RATE: 1 - 5 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
SYSTEM REQUIREMENTS:
4' DEEP 5' WIDE TRENCH SYSTEM
1250 -GAL SEPTIC TANK
600 GPD / 1.2 GPD/SF /5' WIDE * 0.5 RED. = 50 LF TRENCH REQUIRED (50 LF SPECIFIED)
BOTTOM OF TRENCH: T BELOW GRADE
FLOW LINE ELEVATION:3' BELOW GRADE
TOP OF TRENCH: 6" ABOVE GRADE
'ERFORATED PVC
LES DOWN)
NFIELD ROCK
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE T OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
I
i
i
E NG IH EER I Gil
DEPTH
(i'eeq
1 -
2
3-
4
5
6
7
8
9
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
SOILS LOG AND PERCOLATION TEST
E N G. N E E k. N G
LEGAL DESCRIPTION: MOUNTAIN PARK ESTATES B12 L2A
PERFORMED FOR: JESSE SOOTER
DATE: 07/10/18 PROJECT No.:
PARCEL ID#: 017-441-50 TECHNICIAN: N. SHAFER
TEST HOLE 1
111 [il
1'013
SANDY SILTY GRAVEL (SM/GM)
WAS GROUND WATER ENCOUNTERED?
IF YES a WH
DEPTH OF WATER AFTER MO
DKI'E OF MO
j.
COMMENTS:
SLOPE
NO
SITE PLAN
SEE SITE PLAN si
i
a
AT DEPTiv - L
NITORING: NONE 0
NITORING: 7/18/18 P
E
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATWATERES)
(INCHES)
NET DROP
(INCHES)
7/13
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
17:01/17:11
10
4"/9�1'
516"
2
17:14/17:24
10
4" / 9"
5"
3
17:25/17:35
10
4" / 9"
5"
4
17:36/17:46
10
4" / 8 16"
4 �'
5
17:47/17:57
10
4" / 8 16'
4 13'
6
17:59/18:09
10
4" / 8 16"
4 12'
PERCOLATION RATE: 2.1 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 2.5 FT. and 3.5 FT.
DEPTH
(feet)
1-
2 -
J
4 -
5-
6-
7 -
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
[��OG AND PERCOLATION TEST
ENGIX EER ING
LEGAL DESCRIPTION: MOUNTAIN PARK ESTATES 812 L2A
PERFORMED FOR: JESSE SOOTER
DATE: 07/10/18 PROJECT No.:
PARCEL ID#: 017-441-50 TECHNICIAN: N. SHAFER
TEST HOLE
1' OB
• 4
SANDY SILTY GRAVEL (SM/GM)
SLOPE
SITE PLAN
SEE SITE PLAN
COMMENTS:
DATE
READING
WAS GROUND WATER ENCOUNTERED?
NO
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
IF YES a WI IAT DEPTH?
-
1
18:29/18:39
10
4" ! 6 16'
2 16'
2
DEPTH OF WATER AFTER MONPI'ORING:
NONE 0
4" / 6 �'
2 '
DATE OF MONITORING:
7/18/18 P
10
4"/6�'
2L2"
16
E
19:02/19:12
10
4" / 616'
2 �'
5
19:13/19:23
10
4" / 6 113, 6
2 is,
6
COMMENTS:
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
7/13
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
18:29/18:39
10
4" ! 6 16'
2 16'
2
18:40/18:50
10
4" / 6 �'
2 '
3
18:51/19:01
10
4"/6�'
2L2"
16
4
19:02/19:12
10
4" / 616'
2 �'
5
19:13/19:23
10
4" / 6 113, 6
2 is,
6
19:25/19:35
10
4"/6 1'
2-1-6 '
PERCOLATION RATE: 3.6 (MIN/INCH) FERC. HOLE DIA.--6_(INCHES)
TEST RUN BETWEEN: 2.5 FT. and 3.5 FT.