HomeMy WebLinkAboutMILE HI BLK 2 LT 7MILE HI
Block 2
Lot 7
50-201 -03
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: OSP251101
Work Type: Septic Initial
Tax Code Number: 05020103000
Site Legal Address: MILE HI BLK 2 LT 7 G:0058
Site Mailing Address:
Owner: PRICE JAY D 50% &
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
4/29/2025
4/29/2026
42819
R1 Disposal Field Q 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
Received By: S V T ,O P c Date: _
Issued By: Date: 2 "L
4
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-201-0 3
Property owner(s) Jay Price Day phone
Mailing address PO Box 23, Willow, AK 99688
Site address 21829 Price Drive, Eagle River, AK 99577
Legal description
Mile Hi Block 2 Lot 7
Number of Bedrooms 4
Engineering Firm Forge Engineering
Building Permit Number
APPLICATION IS FOR:
(Z all that apply)
Absorption Field El
Septic Tank El
Holding Tank ❑
Privy ❑
Well
Not Applicable *
APPLICATION IS AN:
Initial
Upgrade
Renewal ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees:
Date of Payment:
Permit No,
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
April 10, 2025
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Mile Hi Block 2 Lot 7 - NHN Price Drive
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to renovate the existing garage on lots 6 & 7 into a 4-bedroom
home 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 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.
Contours are shown on the site plan showing the grade and direction of flow. The ground surface
on the lot slopes steeply toward the south of the lot, and the new septic system is parallel to the
contours. The system is located on a flatter area under 25% slopes, but the ground drops off at
between 25-45% below that. A slopes analysis has been done to show that effluent will not
daylight. Stormwater drainage will not impact this septic system.
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 12’ 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
OSP251101, Curtis Townsend, 04/29/25
ALTERNATE SITE
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
1250-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#1
MILE HI BLOCK 2 LOT 7
FEET
0 50 100
FCO
E
A
S
T
P
R
I
C
E
D
R
I
V
E
SEPTIC PLAN
4/23/25
20' UTILITY EASEMENT
M
I
L
E
H
I
W
A
Y
PROPOSED WELL- LOCATED 100'
FROM ANY ADJACENT PROPERTY
890
900
910
920
930 940 950
960 970
980
CO
CO
MT
MT
65' LONG x 5' WIDE, 2.5'
EFFECTIVE DEPTH
ABSORPTION TRENCH
INSULATE LINE
UNDER DRIVEWAY
CONC PEDESTAL
CONC PEDESTAL
(EXISTING HOME TO BE
DEMOLISHED)
EXISTING SHOP
EXISTING SEPTIC,
LAYOUT UNKNOWN
(TO BE
DECOMMISSIONED)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251101, Curtis Townsend, 04/29/25
MILE HI, BLOCK 2 LOT 7
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
6"
2'-6"
2'-6"
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 2.2 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
DEEP TRENCH SYSTEM
1250-GAL SEPTIC TANK
BOTTOM OF TRENCH: 5.5' BELOW GRADE
FLOW LINE ELEVATION: 3' BELOW GRADE
600 GPD / 1.2 GPD/SF / 5' WIDE / 0.64 FACTOR (2.5' DEEP) = 63.6 LF TRENCH REQUIRED
(65 LF SPECIFIED)
GEOTEXTILE FABRIC
6"
4/23/25
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
5'
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251101, Curtis Townsend, 04/29/25
885.00
890.00
895.00
900.00
905.00
910.00
915.00
920.00
925.00
930.00
885.00
890.00
900.00
910.00
920.00
930.00
0+00.00 0+50.00 0+90.00
1"=10'
SLOPE CROSS SECTION
SEPTIC TRENCH
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
46
%
AN
GL
E
OF
EF
F
L
U
EN
T
INF
L
U
E
N
C
E
2:1 MAX SLOPES12.0
FEET
0 10 20
4/9/25
2.5
3:1 SLOPES FOR 10'
TO ENSURE
EFFLUENT COVERAGE
10.0
ALTERNATE SITE
MILE HI BLOCK 2 LOT 7
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251101, Curtis Townsend, 04/29/25
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
2.2
1
2
3
4
5
6
GM (SILTY SANDY GRAVEL)
Professional Engineers Stamp:
MILE HI BLOCK 2 LOT 7
3/21/25 050-201-04
SAXTON SHEARER
159 8
16
ORGANICS
10
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN:
165
11'6"
COMMENTS:
SITE PLAN
5 8
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
4/9/25
MOISTURE NOTED AT TIME OF DIGGING?
159 8
1610 164 2
16 4 10
16
159 8
1610 164 2
16 4 10
16
159 8
1610 164 3
16 4 11
16
159 8
1610 164 2
16 4 10
16
159 8
1610 164 2
16 4 10
16
At bottom
3/28/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251101, Curtis Townsend, 04/29/25
LOT 6
BLOCK 2
MILE-HI SUB.
PLAT NO. 66-80
1.220 ACRES
LOT 7
BLOCK 2
MILE-HI SUB.
PLAT NO. 66-80
0.983 ACRES
L O T 5
L
O
T 1
B
L
O
C
K 1
L
O
T 6
L
O
T
5
L
O
T
3
BLO
CK 3
S52°49'05"E 160.00' (R)
WEST 204.64' (R)
S5
0°5
0'0
0"E 3
0
5.9
3' (R)
S39°10'00"W 170.29' (R)
S52°49'05"E 99.58' (R)
S4 0°3 0'3 5"W 1 4 1.6 0' (R)
S5
1°2
0'2
7"E 3
0
5.9
3' (C)
S89°27'53"W 205.02' (M)
S53°06'53"E 159.96' (
M
)
S53°25'44"E 99.60' (C)
S38°39'14"W 170.31' (M)
S 4 0°0 7'1 6"W 1 4 2.2 3' (C)
L=48.62' (R)
R=883.78' (R)
L=48.59' (C)
L=49.16' (R)
R=20.00' (R)
L=50.25' (C)
S5
0°5
0'0
0"E 2
7
3.8
8' (R)
S5
1°2
0'2
7"E 2
7
3.6
9' (C)
20' UTILITY ESMT.
L=51.77' (R)
R=270.00' (R)
L=51.78' (C)
3 3 .8 '
47.0'
84.2'
5 2.0'
1 0 2.8'
2
0.4'
2
5.7'
SEE DETAIL A
SEE DETAIL B
S
4
1
°
4
9'
5
5
"
E 1
7
6
.
9
6' (
R
)
S
4
2
°
2
6'3
4
"
E 1
7
6
.
9
0' (
C
)
O H P M
ILE - HI
W
A
Y
E
A
ST
P
RICE D
RIV
E
30'
30'
33'
33'
30'
30'
30'30'
3 0 '
3 0 '
LEGEND
SET 5/8" REBAR WITH YPC
FOUND MONUMENT
CLEANOUT/VENT
ELECTRIC METER
METAL POST
RECORD PLAT(66-80)
CONCRETE
DECK
(R)
RETAINING WALL
EDGE OF ASPHALT
EDGE OF GRAVEL
POWER POLE
GUY
GAS METER
4' DIA. CORRUGATED METAL
OVERHEAD POWER LINEOHP
CALCULATED
28.2'
42.1'28.2'
42.1'
2-STORY
HOUSE/GARAGE
44.0'
14.0'
12.0'
10'
32.0'24.0'4.0' CANTILEVER
2-STORY
HOUSE
SHED
20.2'
56.7'
0.4'CONCRETE IS
GROUND LEVEL 12.0'
12.0'
UPPER
LEVEL DECK
PO BOX 110485
ANCHORAGE, AK 99511
aklands@aklands.com
(907) 744-LAND
hƩps://aklands.com
PROJECT
NO. 1546
DATE OF FIELD SURVEY
01-23 & 02-25, 2025
FIELD BK. AND PG.
13/05-06, 17-18
MOA GRID MAP
NW0058
Stacy M. Wessel
No. 107877
RE
GI
S
TERED
PROFESSIONAL L A ND SURVEYOR
AS-BUILT
(REV. 1)
04-28-25
I HEREBY CERTIFY THAT I HAVE PERFORMED A
SURVEY OF THE FOLLOWING DESCRIBED
PROPERTY:
LOT 6 & LOT 7, BLOCK 2 MILE-HI SUBDIVISION
LOCATED WITHIN THE ANCHORAGE RECORDING
DISTRICT, ALASKA, AND THAT THE VISIBLE
IMPROVEMENTS SITUATED THEREON ARE
WITHIN THE PROPERTY LINES AND NO VISIBLE
ENCROACHMENTS EXIST OTHER THAN NOTED.
DATED AT ANCHORAGE, ALASKA THIS 28TH DAY
OF APRIL 2025.
0'80'160'
NOTES:
1) DISTANCES ARE EXPRESSED IN U.S. SURVEY
FEET.
2) BUILDING IS MEASURED TO THE TRIM WHERE
NO FOUNDATION WAS EXPOSED.
3) IT IS THE OWNERS RESPONSIBILITY TO
DETERMINE THE EXISTENCE OF ANY
EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED
SUBDIVISION PLAT.
4) THIS SURVEY WAS MADE WITHOUT THE
BENEFIT OF A TITLE REPORT AND THEREFORE
MAY NOT DEPICT ALL MATTERS OF RECORD
AFFECTING THE SUBJECT PROPERTY.
5) THIS SURVEY WAS PERFORMED IN WINTER
CONDITIONS; ICE AND SNOW MAY HAVE
CONCEALED FEATURES NOT SHOWN HEREON.
ALL PAVEMENT AND GRAVEL EDGES ARE
APPROXIMATE.
6) WITHOUT MAKING A DETERMINATION AS TO
OWNERSHIP THE TWO STORY
HOUSE/GARAGE ENCROACHES 20.4 FEET
INTO LOT 6 AND 25.7 FEET INTO LOT 7.
7) REVISION 1-UPDATED MAP TO CORRECT
DETAIL IDENTIFIER "A" AND "B".
DETAIL B
DETAIL A
