HomeMy WebLinkAboutJASMINE LT 2f
AML
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: OSP231178
Work Type: WellSeptic Initial
Tax Code Number: 05121112000
Site Legal Address:
Site Mailing Address:
JASMINE LT 2 G:1059
Owner: TROY DAVIS HOMES INC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date
�0�
Q Willie�
Del)ai-tnaent
Lot Size in Sq Ft:
Total Bedrooms:
7/11/2023
7/10/2024
40061
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
Received By: ftn C' (-- Date:
Issued By: I Date: ( 23
3
MUNICIPALITY 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. 051-211-12
Property owner(s) Troy Davis Homes Day phone (907) 310-2501
Mailing address 1689 Knik Goose Bay Road #600, Wasilla, AK 99654
Site address NHN Parks Creek Circle
Legal description (Sub'd., Block & Lot) Jasmine Subdivision, Lot 2
Legal description (Township, Range & Section)
Lot Size 40,061 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Q
Initial 0
Single Family (SF) 0
Septic Tank
Q
Upgrade ❑
(w/wo ADU)
Holding Tank
El
Renewal El
Duplex (D) ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑X
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Z 0 Waiver Fees:
Date of Payment: 6 ? Y 'ZO2 3 Date of Payment:
Receipt Number: 0 0 % (4) Receipt Number:
Permit No. 05f 73 Waiver No.
Permit App__- : :—'.,:c
June 26, 2023
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Jasmine, Lot 2
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 3 -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 propo sed well, septic location
and alternate site.
The ground surface on the lot slopes moderately down away from the road, at a fairly uniform rate.
There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate
site. Contours 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.
Existing test hole locations are approximate, and the locations and separation from adjacent wells
will be confirmed at the time of installation. If a new test hole is needed it will be excavated and
tested prior to construction of the trench.
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 12’ away. Please refer to the
attached test hole logs, plan and profile pages for the septic design. If this design is followe d, there
will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231178, Curtis Townsend, 07/11/23
ALTERNATE SITE >12' AWAY
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
32' LONG x 3' WIDE, 6' EFFECTIVE
DEPTH ABSORPTION TRENCH
CONFIRM PROXIMITY TO TH#2 OR
DIG CONFIRMATION TH
1000-GAL
SEPTIC TANK
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
2CO
TH#2
JASMINE, LOT 2
FEET
0 50 100
FCO
PARKS CREEK CIRCLE
3-BDRM HOME
650
SEPTIC PLAN
6/22/23
CO2
15' T&E EASEMENT
10' T&E EASEMENT
10
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
660
640
670
NEW WELL
CO1 MT1
MT2
TH#1
CONFIRM SEPARATION FROM
NEIGHBORING WELLS DURING
INSTALLATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231178, Curtis Townsend, 07/11/23
JASMINE, LOT 2
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
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
3'
1'
1'-6"
6'
DESIGN FACTORS:SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: 2 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
6' DEEP TRENCH SYSTEM
1000-GAL SEPTIC TANK
BOTTOM OF TRENCH: 8' BELOW GRADE
FLOW LINE ELEVATION: 2' BELOW GRADE
450 GPD / 1.2 GPD/SF / 6' DEEP / 2 SIDES = 31.3 LF TRENCH REQUIRED (32 LF SPECIFIED)
GEOTEXTILE FABRIC
6"
6/22/23
INSULATION
PROVIDE ADEQUATE SOIL SO THAT
COVER REQUIREMENT IS MET AFTER
SETTLEMENT
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231178, Curtis Townsend, 07/11/23
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 READINGGROSS 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)
Jasmine Subdivision - Lot 2
Troy Davis
01/26/18
C. Johansen
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
No
NONE
1/26
0" / 6"
0.4 6
4 5
-
-
OB
silty sand
w/ some gravel (sp-sm)
12:15/12:17 1
12:18/12:20 2
2:05 6"
2:10 6"
12:21/12:23 3
12:24/12:26 4
2:12 6"
2:10 6"
12:27/12:29 5
12:30/12:32 6
2:12 6"
2:12 6"
0" / 6"
0" / 6"
0" / 6"
0" / 6"
0" / 6"
Professional Engineers Stamp:
Jan 14, 2020
5/29/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231178, Curtis Townsend, 07/11/23
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 READINGGROSS 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)
Jasmine Subdivision - Lot 2
Troy Davis
01/26/18
C. Johansen
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
No
NONE
1/29
3.3 6
4 5
-
-
OB
silty sand
w/ some gravel (sp-sm)
10:30/10:40 1
10:41/10:51 2
10
10 3"
10:52/11:02 3
11:03/11:13 4
11:14/11:24 5
11:25/11:35 6
0" / 3"
0" /3 18" 3 18"
10 3"0" / 3"
10 3"0" / 3"
10 3"0" / 3"
10 3"0" / 3"
Professional Engineers Stamp:
Jan 14, 2020
5/29/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231178, Curtis Townsend, 07/11/23
Wheaton Water Well, Inca
1190 N. Wasilla-Fishhook Road
Wasilla, AK 99654
(907)376-2041
Name:
Troy Davis Homes
Address:
1689 S Knik Goose Bay Rd. #400
City:
Wasilla State:
AK
Zip Code: 99654
Well Site:
007TRC G:1059
Lot/Block: 2
Additional:
Jasmine Subdivision
Well Depth:
145 ft.
From:
To:
Formation:
0
2
stick up
Below Ground:
143 ft.
2
32
dirt/gravel
Above Ground:
2 ft.
32
43
water/gravel/dirt
Gal /Min:
2 9P m
43
132
green bedrock
132
145
green bedrock
Static Level:
Casing:
47' 6" of 6 in. x .25 in. steel"
Liner Pipe:
N/A
Screened:
N/A
Perforated:
43-45'
Grouted:
Grouted
Depth:
20'+
Develop. Method:
Air
Use of Well:
Residential
Drilling Method:
Rotary
Misc:
well chlorinated to 50 ppm
Other:
flowrate to be determined at Aquafir Test
Date Drilled:
2/20/2020 Driller:
Brandon Moore
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 System Permit
Permit Number: OSP201007
Work Type: Well Initial
Tax Code Number: 05121110000
Site Legal Address: 007 TR C G:1059
Site Mailing Address:
Owner: TROY DAVIS HOMES INC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
(e) j - - L -L
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
ri
k
Dep a tmcnt
1/24/2020
1/23/2021
846219
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy d 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: f'
Issued By:
Date:- f Zo2-u
T
Date: `�
P0 Ak- ,.
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
0571-'211010
Parcel I. D--6fi--22'f ='rQ
Property owner(s) Troy Davis Homes Day phone 310-2501
Mailing address 1689 Knik Goose Bay Rd #400, Wasilla, AK 99654
Site address NHN Jasmine Road Chugiak, AK 99567
Legal description (Sub'd., Block & Lot) Jasmine Subdivision, Lot 2 (Proposed)
Legal description (Township, Range & Section) Tract C, 007 Subdivision
Lot Size 846,219 Sq. Ft. Number of Bedrooms TBC
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(M all that apply)
Absorption Field ❑ Initial 0
Single Family (SF) ❑X
Septic Tank ❑ Upgrade ❑
. (w/wo ADU)
Holding Tank 1:1Renewal F-1Duplex
(D) ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑X
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
i Distance:
I certify that the above information is correct. I further certify that this is!;in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: �S
Date of Payment: I /a/ Igo 26
Receipt Number: o ft5bb
Permit No. 05 P2 61 WI7
Permit App_.;- :- :' .. c;
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
January 23, 2020
MOA Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: 007 Subdivision, Tract C
Proposed Jasmine Subdivision — S1.2406
Aquifer Test Wells
Dear Onsite Services Engineer:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPUANG
OSP201006, Deb Kbckenfuss, 01/241
Jasmine Subdivision is composed of 1.1 Lots and I Tract and is located off of Jasmine Road in
Chugiak. It is surrounded by developed lots with onsite private wells. The lots proposed for the
subdivision are in excess of 40,000 square feet and are proposed to have on site wells and septic
systems.
Three wells are proposedforplacementin the subdivisionon proposed Lots 1, 2 and 11. The wells
will be placed at sites which will represent standard locations relative to septic system sites and
home sites on typical lots in the subdivision. Each well will be pumped in accordance with AMC
15.55.060F 1 to establishthe sustainedy ieldas determinedby the well driller. Waterqualitytesting
from each well will be accomplished in accordance with AMC 15.55.060172. A formal report
including sustained yield results for each well will be submitted once all data is gathered and
analyzed. The well locations have been determined with the assistance of Jim Munter, the
hydrogeologist for the project.
Permit applications are attached for placement of the three wells in the subdivision. We hereby
requesty ourapproval to complete the well and waterstudyto determine the capacityof the aquifer
to support the proposed wells for the subdivision.
The location of the wells and the proposed location of the houses and septic systems on the lots
will not impact adjacent properties
Sincerely,
Michael E. Anderson, P.E.
Attachments
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