HomeMy WebLinkAboutANCHOR VIEW #1 LT 2Onsite File
ANCHOR VIEW#1
LOT 2
PID# 015-461-41
Permit Number:OSP261031
Tax Code Number:01546141000
Work Type:WellSeptic Initial
Effective Date:
Design Engineer:
Site Legal Address:ANCHOR VIEW #1 LT 2 G:2741
Owner:KULIN ROBB
Site Mailing Address:
Lot Size in Sq Ft:217868
Total Bedrooms:5
This permit is for the construction of:
Disposal Field Septic Tank Holding Tank Privy
Non-Public
Water 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. Coodinate with On-Site staff regarding preferred method.
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
5/5/2026
5/5/2027
FORGE ENGINEERING
Expiration Date:
þ þ ¨¨þ ¨
Issued To:
Issued By:
Date:
Date:
5/5/2026
5/5/2026
FORGE ENGINEERING
Isatou B Njie
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
MUNICIPALITY OF ANCHORAGE
k -Affl,
Development Services Department 907-343-7904
Phone.
On -Site Water & Wastewater Section
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-461-41
Property owner(s) Robb Kulin Day phone _
Mailing address
10841 Glazanof Dr, Anchorage, AK 99507
Site address NHN Sultana Dr, Anchorage, AK
Legal description Anchor View #1, Lot 2'
Number of Bedrooms 5
Engineering Firm Forge Engineering
Building Permit Number Not Applicable []
APPLICATION IS FOR: APPLICATION IS AN:
E all that apply)
Disposal Field
F] Initial
Septic Tank
F] Upgrade ❑
Holding Tank
n Renewal El
Privy
EJ
Well
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees:
Date of Payment: C i0
Permit No.
May 2025
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
February 27, 2026
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Anchor View #1, Lot 2 – NHN Sultana Dr
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 has slopes ranging from 15%-25% from the south west down to the
north east across most of the lot. The section immediately after the proposed system has a milder
slope of around 10% for about 100 feet. 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.
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 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
OSP261031, Isatou Njie, 05/05/26
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FD - FLOW DIVERTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
1"=50'
ANCHOR VIEW #1, LOT 2
FEET
0 50 100Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
2/26/26
SEPTIC PLAN
PROPOSED 4-BDRM HOME
4 NEW 50' LONG X 5' WIDE, 0.5 ED
TRENCHES
PROPOSED
WELL
TH#1
MTCO
MT CO
MT CO
CO CO
CO
CO
CO
MT
MT
MT MT
MT
2CO
FD
FD
NEW 2500-GAL
SEPTIC TANK
EXISITING
WELL 100'
RADIUS
PROPOSED
SYSTEM >100'
FROM SOUTH LOT
LINE
PROPOSED
SYSTEM >100'
FROM EAST LOT
LINE
1450 14451440 1435
1430
14251420
1415
1410
1405
1400
1395
1390
1385
1380
NEIGHBORING SEPTIC >100'
FROM VIEWPORT
FCO
FD
ALTERNATE SITE CAT III, 30'
LONG, 5' WIDE, 0.5'
EFFECTIVE DEPTH
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261031, Isatou Njie, 05/05/26
ANCHOR VIEW #1, 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
DESIGN FACTORS:SYSTEM REQUIREMENTS:
750 GPD PEAK FLOW (CLIENT REQUEST)
PERK RATE: 6.7 MIN/IN
APPLICATION RATE: 0.8 GPD/SF
5' WIDE TRENCH SYSTEM
2500-GAL SEPTIC TANK (CLIENT REQUEST)
BOTTOM OF TRENCH: 3.5' BELOW GRADE MAX
FLOW LINE ELEVATION: 3.0' BELOW GRADE
750 GPD / 0.8 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5 DEEP] = 187.5 LF TRENCH REQUIRED
(200.0 LF SPECIFIED)
2/26/26
6"
6"
3'
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261031, Isatou Njie, 05/05/26
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
6.7
2/5/26 1
2
3
4
5
6GM (SILTY SANDY GRAVEL)
Professional Engineers Stamp:
ANCHOR VIEW #1 LOT 2
2/5/26 015-461-41
SETH ANDERSEN
8
OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: JARED E
2 8
16
9.5'
2/17/26
COMMENTS:
SITE PLAN
5 8
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED EXCEPT WHERE NOTED.
2/25/26
MOISTURE NOTED AT TIME OF DIGGING?NONE
830 3 5
16 4 7
16
830 3 5
16 4 7
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261031, Isatou Njie, 05/05/26