HomeMy WebLinkAboutALPINE WOODS BLK 6 LT 6Onsite File
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 Wastewater Disposal System Permit
Permit Number: OSP241050
Work Type: Septic Initial
Tax Code Number: 01523447000
Site Legal Address: ALPINE WOODS BLK 6 LT 6 G:2738
Site Mailing Address: 12230 KINLIEN CIR, Anchorage
Owner: LEFLER DAVID M JR & AMY K
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
4/17/2024
4/17/2025
34558
Q Disposal Field ✓❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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
Special Provisions: A confirmation percolation test is required to be performed prior to construction of the
septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require
a design change, construction of the system will stop pending On -Site review and approval.
Received By: 55 (,,'LD .� PC) i` GI Date:
Issued By: Dater_
9
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-234-47
Property owner(s) David Lefler
Mailing address PO Box 110804, Anchorage, AK, 99511
Site address 12230 Kinlien Circle, , Anchorage, AK, 99516
Day phone
Legal description (Sub'd., Block & Lot) Alpine Woods Block 6 Lot 6
Legal description (Township, Range & Section)
Lot Size 34,558 -Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
FX_1
Initial RX
Single Family (SF) RX
Septic Tank
19
Upgrade R
(w/wo AD U)
Duplex (D) ❑
Holding Tank
R
Renewal ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
El
Water Storage
R
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:19,5Z Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: Receipt Number:
Permit No. 0-5102 1,1 IQ -670 Waiver No.
Permit App_'-'- : - -
Cr 1
- x
E N G I N E E R I N G
April 5, 2024
PO BOX 240773
ANCHORAGE, AK 99524
522-7773
677-7766 (FAX)
FORGECIVIL.COM
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Alpine Woods, Block 6 Lot 6 - Kinlien Circle
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 septic system. The attached site
plan identifies the location of the home as well as the proposed 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. This lot and adjacent lots are on a community water system.
The ground surface on the lot is relatively flat up near the road, but slopes down at closer to 10%
near the back corner of the lot. 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.
This lot and its neighbors are served by a community water system, and there are no wells. The
new system will be a minimum of 100' from all surface water, including the stream near the
bottom of the lot, 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 log, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
ALPINE WOODS, BLOCK 6 LOT 6
r
LOT
KINLIEN CIRCLE
10' T&E EASEMENT
WATER LINE
ENSURE MINIMUM OF
10' OF SEPARATION 35' LONG x 3' WIDE, 8' EFFECTIVE
TO SEPTIC SYSTEM DEPTH ABSORPTION TRENCH
r
ALTERNATE SITE- t
AWWTS 15' LONG x 3' WIDE,
8' EFF DEPTH i MT %rye 830
LLOT.; 6 ��ti 825
LOT 7
-i T
820 GD
TH#1
FCO
4-BDRM HOME
c, d,
- 815
810 820
- 805 1500-GAL STEP TANK. `.
-- MAINTAIN 10' SEPARATION FROM o'
\ 4 HOUSE AND 5' FROM TRENCH /
100' STREAM SETBACK
, ZQ-SETBA' '
26',STREAMSIDE SETBACK
CLASS A COMMUNITY WELL
25 RIPARIAN SETBACK
IRACT
ENGINEERING
_•.�������� LEGEND
��a-��� SEPTIC PLAN CO - CLEANOUT
2C0 - DOUBLE CLEANOUT
j'k: FCO- FOUNDATIONCLEANOUT
NO EXISTING WELLS - PROPERTIES ARE ON COMMUNITY WATER SYSTEM FS - FLOW SPLITTER VALVE
Benja i Schiller / 0 50 100 MH -MANHOLE
�+ �F'• CE 2592 * �� /� MT - MONITORING TUBE
C�cr'• 1124125 •.• V� Aw FEET
OpROFESSiONP�SV - SEPTIC VENT
���"`00' 1 =50 TH - TEST HOLE
����U���J ��' �����Uk���&M��T�'
�°�_��x��.~ FACTORS: ' ��. ^~�. SYSTEM ^ REQUIREMENTS:
. ^^.
8O0GPOPEAK FLOW DEEP TRENCH SYSTEM
PERK RATE: � 3OK8|N8� 15OO�GAL8TEPTANK /n
�
APPL|�AT|ONR�TE�1�2{�PD/SF L—,�/ �\
GOUGPD/1.2GPO/8F/8'DEEP/2SIDES =31.3LFTRENCH REQUIRED (35LFSPECIFIED)
BOTTOM OFTRENCH: 11'BEL0NGRADE (MAX|MUK8)
FLOW LINE ELEVATION: 4'BEL0WGRADE (MAX|K8UK8)
—~—~--^��~���^'
*uu//vUm*L r/u-/u
'FOR SETTLEMENT
INSULATION AND MIN 2'
TRENCH |8INSTALLED
IER
|LEFABR|C
� �
1* PVC
ORIFICES EVENLY
SPACED @5'OC
31
TYPICAL TRENCH SECTION
(NO SCALE)
��T��'
''—'--
1. GRADE AREA OVER TRENCH TODRAIN AWAY
2. PROVIDE TOFCOVER OVER TRENCHES AND 4'OVERSEPTIC TANK, OR2'
WITH 2"OFINSULATION
3. CHECK GROUNDWATER ATTIME OFCONSTRUCTION. |FLEVEL |SHIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
DEPTH
(feet)
1 -
2-
3-
4-
5
6
7
8
9
1
11
12
13
14
15
16
17
18
19
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: ALPINE WOODS BLOCK 6 LOT 6
PERFORMEDFOR: EVAN HARDING
DATE: 3/29/2024 PARCEL ID#: 0I5-234-47
TEST HOLE 1
NO WAS WATER ENCOUNTERED?
- IF YES ((P WHAT DEPTH?
NONE DEPTH TO WATER AFTER MONITORING
4/5/2024 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
3/29
1
12:39
10:00
1 1%
5 16
4 2
2
1:00
10:00
1 Ts
4 is
3 is
3
1:11
10:00
1 16
4 is
3 is
4
1:22
10:00
1 �°-�
4 1
3 is
5
1:32
10:00
1 -s
4 -s
3 7
6
1:43
10:00
1 is
4 16
3 16
6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING
PERCOLATION RATE: 3.0 (MIN/INCH)
SITE PLAN
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
TECHNICIAN: J. OPH E I M
