HomeMy WebLinkAboutT15N R2W SEC 25 LT 8015N R2W SEC 25
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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: OSP251249
Work Type: WellSeptic Initial
Tax Code Number: 05128228000
Site Legal Address: T15N R2W SEC 25 LT 80 G:0753
Site Mailing Address:
Owner: MCLEOD ALLEN & JENNIFER
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
7/25/2025
7/25/2026
108900
Q Disposal Field P 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
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Received By: € Date:
Issued By: �- Date:
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MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 051-282-28
Phone: 907-343-7904
Property owner(s)Allen & Jennifer Mcleod Day phone (281)703-2613
Mailing address 19369 Klondike St, Chugiak, AK 99567
Site address NHN Cline St (Eagle River)
Legal description T1 5N R2W SEC 25, Lot 80
Number of Bedrooms
Engineering Firm Forge Engineering
Building Permit Number
Not Applicable X
APPLICATION IS FOR: APPLICATION IS AN:
(Z all that apply)
Absorption Field
El Initial
Septic Tank
0 Upgrade ❑
Holding Tank
❑ Renewal ❑
Privy
❑
Well
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: W-ell
Date of Payment: WOE
Permit No. ()g2s1)lq
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
July 15, 2025
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: T15N R2W SEC 25, Lot 80 – NHN Cline St
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 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 has a mild slope from the east to the west. 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.
The proposed well on this lot is shown. The septic system is more than 100’ from any property
line and so will be greater than 100’ from any neighboring wells. 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 6’ 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
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251249, Curtis Townsend, 07/25/25
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
T15N R2W SEC 25, LOT 80
FEET
0 50 100
SEPTIC PLAN
7/15/25
50' UTILITY EASEMENT
3-BDRM HOME
250249248 247
246
245
PROPOSED WELL
TH#1
MT MT
MT MT
CO
CO
CO
CO
1000-GAL SEPTIC TANK
(2) 45' LONG X 5' WIDE, 0.5'
EFFECTIVE DEPTH TRENCHES
ALTERNATE SITE
PROPOSED SYSTEM >100' FROM EDGE OF PROPERTY
THEREFORE >100' FROM ALL EXISTING WELLS
CL
I
N
E
S
T
APPROX NEIGHBORING
SEPTIC LOCATION
LOT 81 SEPTIC
>100'2CO
FCO
FS
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251249, Curtis Townsend, 07/25/25
T15 R2W SEC 25, LOT 80
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
DESIGN FACTORS:SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: <1 MIN/IN
APPLICATION RATE: 1.0 GPD/SF
5' WIDE TRENCH SYSTEM w/ 2' SAND FILTER
1000-GAL SEPTIC TANK
BOTTOM OF TRENCH: 4.0' BELOW GRADE (MAX 8.0')
FLOW LINE ELEVATION: 3.5' BELOW GRADE
450 GPD / 1.0 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5' DEEP] = 90.0 LF TRENCH REQUIRED
(90.0 LF SPECIFIED)
7/15/25
6"
5'
2'
6"
3'
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251249, Curtis Townsend, 07/25/25
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
DEPTH TO WATER AFTER MONITORING
<1
6/30/25 1
2
3
4
5
6GM (SILTY SANDY GRAVEL)
Professional Engineers Stamp:
T15 R2W SEC 25, LOT 80
6/30/25 015-282-28
ALLEN MCLEOD
159 8
16
OB
0.1
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: JUSTIN EARLS
165 8
16
NONE
7/7/25
COMMENTS:
SITE PLAN
6
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
7/15/25
MOISTURE NOTED AT TIME OF DIGGING?NO
159 8
160.1 165 8
16 6
159 8
160.1 165 8
16 6
159 8
160.1 165 8
16 6
159 8
160.1 165 8
16 6
159 8
160.1 165 8
16 6
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251249, Curtis Townsend, 07/25/25