HomeMy WebLinkAboutSTUCKAGAIN HEIGHTS BLK 3 LT 3Onsite File
Stuckagain
Heights
Block 3
Lot 3
#041-021-20
Atil r,-
Municipality of Anchorage �j
On -Site Water and Wastewater Program • (907) 343-7904` i�'e,of 3
ON-SITE WASTEWATER INSPECTION REPORT D
Permit Number.. PID Number..OSP191130 041-021-`W 20
Dwelling: 0 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑I■ New ❑ Upgrade
Name:
James & Elizabeth Garrity
ABSORPTION FIELD
❑ Deep Trench 0 Shallow Trench ❑ Bed ❑ Mound
Address
205 E. Dimond PMB #147 Anchorage, AK 99515
❑ Other
Phone
of Bedrooms
Soil Rating
Total depth from original grade
344-5678
r7umber
1.2 GPD/SF
8.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4,0 Ft.
Gravel depth beneath pipe
4.0 Ft.
Subdivision Block Lot
Stuckagain Heights 3 3
Fill added above original grade
0.0 Ft.
Gravel length
50 Ft.
Township Range Section
Gravel width
5 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 Ft2
1
Ft.
Well
>100'
>100'
N/A
N/A
>25,
TANK [� Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank 11,250
Capacity
Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Number of compartments
Lot Line
>10'
>10'
N/A
N/A
Steel
2
NA
Foundation
>10'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
I None
Noted
Gal.
Remarks Trench was inspected by the MOA.
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
All elements of the design, construction and
permitting were verified.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank D3034 Tank to
drainfield D3034
Pomranning Excavation
Drainfield D3034 CO/MT
Inspector J. Williams
BENCH MARK (Assumed elevation) 100 ft
Inspect 'ondates: 151 6/8/19 8/8/19
Location and description
Z�,
3 r 4,h
Bottom of siding @ SW corner of house.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
tit
Conditional Approval: Date
��®P,' S���
......"��`�:qAw
Ao
49th
' 0,
.s..... a su..s. .... u3m
0011
®..... a ........................................
MICHAEL E. ANDERSON '
L1,23x02
•'
No. CE-4381AV
12/3/19•��P,Approved
Date
�� ROFESS�
nisPGcuun Mepor[_a-i-IZ.aoc
STUCKAGAIN HEIGHTS. BLOCK 3 LOT 3
PERMIT # 08P 191130 PID # 041-021
\\
/ \ LOT 4 CONTCbS WERE TRACED FROM ONLINE
VACANT IJNI MA ING ANDIl�AY NOT BE EXACT.
\ / TH�-R VVAS-fN--TkLLLED PARALLEL TO
/ �THE\SLOPES THAT WERE FAD AT THE
DATE f CONMUCTION.
`�OT,13K
LOT 3
EXISTING
1 JJ
Lj�NG x 5' WIDE x 4' EFFECTIVE / / 1 00'WE D US ,/� / I
/ /DEPTH ABSORPTION TRENCH,/ / '
I A ERNATE SITE
/ CO2
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TH7
1 I TH2
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/ �Ai� BJ /C ) l J
F 0
4.
241
S1
1.6
3.4
S 2
20.8
43.8
2CQ
24.4
47.6
Col
44.8
111.
MTI /
47.3
111.5
CO2
73.5
86.4
MT2
73.4
89.2
15 ENGINEE0.IHQ
�c �.�,,•
.°' 49th �•:
�';•N4ICHAEL E. ANDERSON C
��'••
No. CE -4381
►� F,p�:°•. ,12/3/19 ,,.••'�F���
I
I
J
/
I
I
/}- 1,250 GALLON
SEPTIC TANK \
I J �
I
I
/ ®�
/
PLAN AS -BUILT
0 50 100
FEET
V=50'
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
STUCKAGAIN HEIGHTS. BLOCK 3 LOT 3
PERMIT # OSP191130
85.2
ENGINEERING
89.2 FINISH/ORIGINAL GRADE
`- NO GROUNDWATER 11/5/19
PROFILE AS -BUILT
(NO SCALE)
Fo
:EU
85.2
E4SOILS LOG AND PERCOLATION TEST
N G I N E E R I N G
LEGAL DESCRIPTION: STUCKAGAIN HEIGHTS BLOCK 3 LOT 3
PERFORMED FOR: JAMEs GARRITY
DATE: 11-2-18 PROJECT No.:
PARCELID#: 041-021-20 TECHNICIAN: J. MILLETTE
DEPTH TEST HOLE
(feet)
1
J
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
•'
2'OVERBURDEN
SITE PLAN
SEE SITE PLAN
2
COMMENTS:
DATE
READING
WAS GROUND WATER ENCOUNTERED? NO
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
IF YES rr WHAT DEPTH? -
L
1
7:54/8:04
DEPTH OF WATER AFTER MONITORING: NONE
0
416
2
DATE OF MONITORING: 6-4-19
P
5/916
416
3
E
10
COMMENTS:
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
11-5-18
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
7:54/8:04
10
5/916
416
2
8:05/8:15
10
5/916
416
3
8:16/8:26
10
5/9"
411
4
8:27/8:37
10
5/916
41-2
16
5
8:38/8:48
10
5/916
412
6
8:49/8:59
10
5/916
412
PERCOLATION RATE: 2.1 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 3 FT. and 4 FT.
DEPTH
(feet)
1
2
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
OF q�
qn �{l(�x. annoaaaaaaaaaaa
ll`.�� "®ea4 iaaoaP
I
SOILS LOG AND PERCOLATION TEST
E N G
Z,.
R,l N G
LEGAL DESCRIPTION: STUCKAGAIN HEIGHTS BLOCK 3 LOT 3
PERFORMED FOR: JAMES GARRITY
DATE: 11-2-18 PROJECT No.:
PARCELID#: 041-021-20 TECHNICIAN: J. MILLETTE
TEST HOLE 2
WOUT:10-01:7m7 1
COMMENTS:
SITE PLAN
SEE SITE PLAN u
x
v
NO
aT DEPTH? -
NITORING: NONE
VITORING: 6-1 -19 P
E
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
11-5-18
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
7:51/8:01
10
516 /1016
5
2
8:02/8:12
10
516 /1016
5
3
8:13/8:23
10
516 /1016
5
4
8:24/8:34
10
516 11016
5
5
8:35 / 8:45
10
516 / 1016
5
6
8:46/8:56
10
516 /1014
5
PERCOLATION RATE: 2.0 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
Certified I • Log.
g
OWNER OF LAND: James & Elizabeth Garrity
ADDRESS: 9720 Basher Drive - Anchorage
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION Stuckagain Heights Block 3 Lot 3
DATE: 6-3-19
0
2
PERMIT NUMBER: OSP191130 DATE OF ISSUE: 4-26-19
TAX IDENTIFICATION NUMBER 04102120000
is well located at approved permit location: ®Yes ❑No
Method of Drilling: ®air rotary ❑cable tool
Depth of Well: 140'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 124 feet
Liner type
Static Water Level: 81 feet
Recovery Rate 10 ® gpm ❑ gph
Method of Testing Air
Well Intake Opening Type: Flopen end ®open hole
❑ Screened Start feet Stopped
® Perforations Start 90 feet Stopped 100
Grout Type: Bentonite Volume: 50 lbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: ®yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments:
2
4
4
8
8
21
21
50
50
62
62
81
81
85
85
98
98
122
122
131
131
140
Casing Stickup
Overburden
Silty Sand & Gravel
Sand
Silty Sand & Gravel
Sand
Silty Sand w/ Gravel
Silt & Sand Water
Silty Sand & Gravel Water
Hardpan
Broken/Soft Bedrock
Bedrock Gray
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.
Well Drilling Permit Number: SW OSP191130 Date of Issue 4-26-19
Parcel Identification Number: 04102120000
Legal Description
Stuckagain Heights Block 3 Lot 3
Pump Installation Date: 6-5-19
Pump Intake Depth Below Top of Well Casing: 90
Pump manufacturer's Name: F&W
Pump Model: 4F07P053015
Pump Size: 1/2
Pitless Adapter Burial Depth: 10
Pitless Adapter Installer: Pomraning Excavation
Disinfected Upon Completion? ® yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments: Pitless Manufacturer: Martinson
11 Pump Installers Name: Sullivan Water Wells
Property Owner Name & Address
Spinell Homes
feet
hp
feet
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
PLAT NO. 67-41
STUCKAGAIN HEIGHTS SUBDIVISION
LOT 3, BLOCK 3
S 58021'00"E 314.71' 2.00 ACRES
S 58021'00"E 334.19'
NOTE: LIMITS OF A.C. PAVING SHOWN ARE APPROXIMATE DUE
I U JNUW
AS -BU I LT
GASTALDI LAND
SURVEYING, LLC
JEFF A. GASTALDI, R.L.S.
2000 E. DOWLING RD., SUITE 8
ANCHORAGE, ALASKA 99507
PHONE 248-5454
GRID
SW2043
F.B.
19-02
DATE
3/16/2020
JOB NO.
SHS33
G\�GI�11�'d;�lilill��1�J�17�!!
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
ENCROACHMENTS EXIST EXCEPT AS INDICATED.
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.
UNDER NO CIRCUMSTANCES SHOULD ANY DATA
HEREON BE USED FOR CONSTRUCTION OR FOR
ESTABLISHING BOUNDARY OR FENCE LINES.
ANCHORAGE RECORDING DISTRICT, ALASKA
NOTE: NO CORNERS SET THIS DATE
OF 1#
i * 49TH �: ' 0
Ar 0
0.
t4'r
m : Jeffery A. Gastaldi :
LS -6091 �� Air
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rofessional
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BUILDING DETAIL
SCALE: 1 "=20'
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: OSP191130
Work Type: WellSeptic Initial
Tax Code Number: 04102120000
Site Legal Address: STUCKAGAIN HEIGHTS BLK 3 LT 3 G:2043
Site Mailing Address: 9720 Basher DR, Anchorage
Owner: GARRITY JAMES & ELIZABETH
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft
Total Bedrooms:
jz, n C .S•
a�
t��partment
4/26/2019
4/25/2020
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q 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
El
Special Provisions: A groundwater reading must be taken and noted on the soils logs prior to construction of
the drainfield. If results require a design change, construction shall stop pending Onsite review and approval of a
change order. Please submit results with the inspection report.
6Igh9 CO-" 1 : maVe we(I,
Received By: Date: i
Issued By: Date:
UGI
MUHMPAUTY OF ANCHORAGE
RAGE
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. 041-021-20
Property owner(s) James & Elizabeth Garrity Day phone 344-5678
Mailing address 205 E. Dimond PMB #147 Anchorage, AK 99515
Site address 9720 Basher Drive Anchorage, AK
Legal description (Sub'd., Block & Lot) Stuckagain Heights, Block 3, Lot 3
Legal description (Township, Range & Section)
Lot Size 87,120 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Initial FX_1
Single Family (SF)
Septic Tank
Upgrade ❑
(w/wo ADU)
(D) ❑
Holding Tank
ElRenewal
ElDuplex
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
0
Water Storage
❑
THIS APPLICATION
INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
a a"j—,
(Signature of property owner or authorized agent)
Permit/Rush Fees: / Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: 60&59 D Receipt Number:
Permit No. 65001q 11-3o Waiver No.
Permit App_.:- ::'-.,:c
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
April 25, 2019
MOA Development Services Dept, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Stuckagain Heights, Block 3, Lot 3 – 9720 Basher 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. 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 and the proposed well, septic location and alternate site. No
conflicts exist between this proposed system and any other well or septic system on this lot or
adjacent lots.
The ground surface on the lot slopes gently to the west at grades approximating 20%. The east
end of both the primary and alternate sites are on slopes slightly greater than 25%. The design
however complies with the steep slope provisions of the code and no waiver is necessary. There
are no slopes greater than 46% within 100 feet downslope of either the primary or alternate site.
Surface contours are shown on the site plan indicating 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.
Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, PE
4/25/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191130, Rebecca Carroll, 04/26/19
STUCKAGAIN HEIGHTS, BLOCK 3 LOT 3 COQ i
VAC
7 \ PROPO�D SItIOP/ \X
/ ( I PROPOSED ELL
ALTERNATE SITE TH,0E
LCS�N 5' WIDE x 4' EFFECCT '
(a Y /DEPTABSORPTION 7,E-NC'H
MI�/ /
\ CoCO/
TN2
Co
I ' / 2CO
I 1 ` 1,250/GALLON sys
�-- /
SEF IC TA ( /
/ate/
LOT 2
ENGINE F0.ING 'NOTE: 1 I
NO SLOPES >46% WITHIN 100' OR SURFACE WATER WITHIN 100' OF
...... qCt®�® THE PROPOSED SEPTIC SYSTEM LEGEND
CO - CLEANOUT
�'• ®®2CO - DOUBLE CLEANOUT
:' °°•••'�. ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
°° n •••49th •�� PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO -FOUNDATION CLEANOUT
•°••... w,.••w,•a°°•..••°••••...•°.°°•••°;.p..0 SYSTEMS. FS - FLOW SPLITTER VALVE
MICHAEL E. ANDERSON t ffi
MH -MANHOLE
No. CE -4381 0 50 100
® �f ••'° FEET MT - MONITORING TUBE
�� Fp ••.., .a:23-19,,••''F'�� SV - SEPTIC VENT
�� ��"gOFESS\� ®®®�� 1 "=50' TH - TEST HOLE
STUCKAGAIN HEIGHTS, BLOCK 3, LOT 3
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 1-5 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
5' WIDE TRENCH SYSTEM
1,250-GAL SEPTIC TANK
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
BOTTOM OF TRENCH: 8' BELOW GRADE - LOW SIDE OF TRENCH
FLOW LINE ELEVATION: 4' BELOW GRADE - LOW SIDE OF TRENCH
TOP OF TRENCH: .5' ABOVE GRADE - LOW SIDE OF TRENCH
600 GPD / 1.2 GPD/SF /5' WIDE * .5 RED. FACTOR = 50 LF TRENCH REQUIRED (50 LF SPECIFIED)
Benjamin Schiller
CE 12592R
EGISTEREDPROFES S I O N ALENGINEER
4-24-19
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
5'
6"
6"
3.5'
4'
9.5'
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191130, Rebecca Carroll, 04/26/19
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Stuckagain Heights Block 3 Lot 3
11-2-18
J. Millette
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
NO
-
none
2.1 6
3 4
041-021-20
James Garrity
7:54 / 8:04
11-5-18
1
2
3
4
5
6
10
5 / 912
16
8:05 / 8:15
8:16 / 8:26
8:27 / 8:37
8:38 / 8:48
8:49 / 8:59
2' OVERBURDEN
SILTY SANDY GRAVEL (GM)
11-5-18
Professional Engineers Stamp:
4 12
1610
10
10
10
10
5 / 912
16 4 12
16
5 / 911
16 4 11
16
5 / 912
16 4 12
16
5 / 912
16 4 12
16
5 / 912
16 4 12
16
4-25-19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191130, Rebecca Carroll, 04/26/19
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 2
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Stuckagain Heights Block 3 Lot 3
11-2-18
J. Millette
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
NO
-
none
2.0 6
4 5
041-021-20
James Garrity
7:51 / 8:01
11-5-18
1
2
3
4
5
6
10
5 4
16 / 104
16
8:02 / 8:12
8:13 / 8:23
8:24 / 8:34
8:35 / 8:45
8:46 / 8:56
2' OVERBURDEN
SILTY SANDY GRAVEL (GM)
11-5-18
Professional Engineers Stamp:
510
10
10
10
10
5 2
16 / 102
16 5
5 4
16 / 104
16 5
5 4
16 / 104
16 5
5 4
16 / 104
16 5
5 4
16 / 104
16 5
4-25-19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191130, Rebecca Carroll, 04/26/19