HomeMy WebLinkAboutLAKE HILL ACRES LT 8LAKE HILL ACRES
051 - 053 - 07
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: OSP251145
Work Type: WellSeptic Initial
Tax Code Number: 05105307000
Site Legal Address: LAKE HILL ACRES LT 8 G:1561
Site Mailing Address: 24238 RAMBLER RD, Chugiak
Owner: ELEGANT HOMES LLC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
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r
t)c partiner�r
5/19/2025
5/19/2026
31500
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy W 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: l, r- I
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Issued By:
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Date:
Date:
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ON -SITE SEPTICMELL PERMIT APPLICATION
Parcel I.D. 051-053-07
Property owner(s) Elegant Homes LLC
Day phone (907)715-4140
Mailing address PO Box 875769, Wasilla, AK 99687
Site address24238 Rambler Rd
Legal description Lake Hills Acres Lot 8
Number of Bedrooms
Engineering Firm Forge Engineering
Building Permit Number
Not Applicable F
APPLICATION IS FOR: APPLICATION IS AN:
(rq all that apply)
Absorption Field
Initial
Septic Tank
El Upgrade EJ
Holding Tank
El Renewal EJ
Privy
❑
Well
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: 001,
Date of Payment:
Permit No. 6 �l I LIS
-
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
May 8, 2025
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Lake Hills Acres Lot 8 – Rambler Rd
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 a mild slope from east to west but, 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 logs, 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
OSP251145, Curtis Townsend, 05/19/25
LAKE HILLS ACRES, LOT 8
I
I I
I NEIGHBORING WELLS
I �
LOT 10I � LOT 11 `` � LOT 12
------ - - - - - - - - - - - - - --- -- -------------------I-`------
- - - -RAMBLER LOAD - - - -- - - - - - --
PROPOSED WELL
F
LOT 8
®T 9LOT 7
FCC
f
2C
0
*ENGIN EERING
*7 49TM , -.Ar
Benja i Schiller
I �'F� •. CE 2592
PROFESSIONP�,,...
EXISTING LOG CRIB
4-BDRM HOME DECOMMISSIONED
TH##1
1250-GAL SEPTIC TANK
60' LONG X T WIDE, T EFFECTIVE
DEPTH TRENCH
LOT
ALL NEIGHBORING WELLS AND SEPTIC
ALTERNATE SITE CAT III 20' X 3', NOT SHOWN ARE MORE THAN 100'
T EFFECTIVE DEPTH AWAY
SEPTIC PLAN
0 50 100
FEET
1 "=50'
LEGEND
CO - CLEANOUT
2C0 - DOUBLE CLEANOUT
FCO - FOUNDATION CLEAN(
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LAKE HILLS ACRES, LOT 8
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 10.0 MIN/IN
APPLICATION RATE: 0.8 GPD/SF
TDEEP TRENCH SYSTEM
1250-GAL SEPTIC TANK
600 GPD / 0.8 GPD/SF / TDEEP / 2 SIDES = 53.6 LF TRENCH REQUIRED (60 LF SPECIFIED)
BOTTOM OF TRENCH: 10.5'BELOW GRADE
FLOW LINE ELEVATION: 3.5'BELOW GRADE
3-
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
E N G I N E E R I N G
PF1
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
1.9
4/30/25 1
2
3
4
5
6SM (SILTY SANDY GRAVEL)
Professional Engineers Stamp:
LAKE HILLS ACRES LOT 8
4/30/25 051-053-07
ELEGANT HOMES
159 8
16
1' OB
10
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: JUSTIN EARLS
165 8
16
NONE
4/7/25
COMMENTS:
SITE PLAN
6 0
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
5/8/25
MOISTURE NOTED AT TIME OF DIGGING?NO
SC (CLAY/SILT/SAND/GRAVEL)
10
10
10
10
10
159 8
16
159 8
16
159 8
16
159 8
16
159 8
16
165 0
16
164 15
16
164 15
16
164 13
16
164 13
16
5 8
16
5 7
16
5 7
16
5 5
16
5 5
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251145, Curtis Townsend, 05/19/25
DEPTH
(feet)
1-
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
LEGAL DESCRIPTION: LAKE HILLS ACRES LOT 8
PERFORMED FOR: ELEGANT HOMES
DATE: 6/3/25 PARCEL ID#: 051-053-07
TEST HOLE 2 I
w
aPERC TEST LOCATION
SM (SILTY SANDY GRAVEL)
NO MOISTURE NOTED AT TIME OF DIGGING?
NONE DEPTH TO WATER AFTER MONITORING
6/10/25 DATE OF MONITORING
DATE
READING
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
4/30/25
1
30
93 8
96 -s
316
2
30
9316
96 is
3
3
30
9316
9616
3
PERCOLATION RATE: 10 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: JARED EARLS