HomeMy WebLinkAboutMILE HI BLK 2 LT 6
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
hftp://www.muni.org/onsite
On -Site Water System Permit
Permit Number: OSP251121
Work Type: Well Upgrade
Tax Code Number: 05020104000
Site Legal Address: MILE HI BLK 2 LT 6 G:0058
Site Mailing Address: 21829 PRICE DR, Eagle River
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:
llrparcrt�ettt
4/29/2025
4/29/2026
53143
❑ Disposal Field ❑ 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
p f")� VlS 1 014 > C=- ex r S -rl /-,." e, c- l s psil'v /S TO (3 f
D C c c.. I S S/ 0 �_ _j� ,
Received By: 1 5 I�� �' Date:
Issued By: Date: 2-5 Z 20 2 _
4
MUNICIPALITY OF ANCHORAGE
Development Services Departmental Phone: 907-343-7904
On -Site Water & Wastewater Section -'
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-201-04
Property owner(s) Jay Price
Mailing address PO Box 23, Willow, AK 99688
Site address 21829 Price Drive, Eagle River, AK 99577
Legal description Mile Hi Block 2 Lot 6
Number of Bedrooms 4
Engineering Firm Forge Engineering
Building Permit Number
Day phone
Not Applicable 0
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Absorption Field
❑ Initial
Septic Tank
❑ Upgrade
Holding Tank
❑ Renewal ❑
Privy
❑
Well
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
Permit/Rush Fees: L 2 S� Waiver Fees:
Date of Payment: 20 2;SDate of Payment:
Permit No. _S �' Z 5 �� Z I Waiver No.
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
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
NAME
'~,~,, MUNICIPALITY OF ANCHORAGE ,~,. ~'~--~"_/;~-'r-,~- ~"
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ~.,z..~.;,,,)~_/__/.,/' ¢:~ ~.~ ·
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ~__~'Z.- ~ '
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT -'/?~_~,~g.~Z ~-.
L ~.~ . PHONE ! [] NEW
LEGAL DESCRIPTION
LOCATION NO. OF B~I~OOMS
DISTANCE TO: IWell /~* / / ' Abs°rPii~;~r'~a
Manufacturer ~ ~0"-~_~
Inside length
Liq. c ~acity in gallons IF HOMEMADE:
Well
DISTANCE TO:
Dwelling
Manufacturer
DISTANCE TO:
No. of lines
IWe,, /'5 7
Length of each lin~,
Top of tile to finish grade .,~(~ //
Length
Width
of crib Crib diameter
Well
DISTANCE TO:
Class Depth
Building foundation
DISTANCE TO:
OTHER
P~PE MATERIALS
~',,¢~-¢- .//e~,,V/.
SOIL TEST RATING
Foundation/~ / *'
Total length of I~nes
Material beneath tile
Depth
· Crib depth
Building foundation
Driller
Sewer line
Dwelling /,~ /
Material
Width
Material
Neares~t~e ,
I Trench~¢ inches
inch es
Total effective absorption
Nearest lot line
Distance to lot line
Sept c tank
PERMIT NO. ,
No. of comp~ments
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERJ~]IT NO. . /
Distance between lines
Total effective absorption area
PERMIT NO.
area
PERMIT NO.
Absorpt on area(s)
INSTALLER
REMARKS
APPROVED
72-013 (Rev. 3/78) \
DATE LEGAL
PERMIT NO.
APPL I CFtNT
LOCAT I ON
LEGBL
DEP~RTMENT ~jHE~LTH ~D ENVIRONMENTAL ~OTECTION
825 ~L~ STREET, ANCHORBGE, AK. 99501
264-4?20
( ?80448 )
JAMES D. PRICE
PRICE DRIVE
LOT 6 BLOCK 2 MILE HI S?D
P.O. ~A"' 7 ER
LOT SIZE
4~_,6Bt~.: S':.qJBRE FEET
c i RBSORBTION =,~TEI'I IS: TF. EN..H
TYPE OF' _,CIL ~"~ ' ' P
¢.. =.~:~ FT./BR )=
MSXIMUM NUMBER OF 8E[:,RO01"IS = 4 SOIL RFITIHG
~-,I~.E OF THE ..,OIL RBSORF'TION SYSTEM TS:
THE REL-]LIIR. ED ~ ~'
~ LEr-IGTH= --
[:,EPTH= ~
- OR DRRINFIELD.
THE LEN.~TH DIMENSION IS THE LENGTH ,.IN FEET) OF THE TRENCH
THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE =,URF~L:E OF THE
GROUND ~ND THE BOTTOM OP THE EXC~VRTtON (IN FEET).
,' NO SET WIDTH FOR TRENCHES.
THERE IS
THE 6RR'./EL DEPTH IS THE MINIMOM DEPTH OF 6RRVEL BETWEEN THE OUTFRLL PIPE
RND THE BOTTOM OF THE E~,C~.RTION (IN FEET).
~:EI]~lJ I RED SEPT I
PERMIT I~PPLICFINT HFtS THE RESPONSIBILIT°¢ TO INFORM THIS DEPBRTMENT DURING THE
iNSTi=tLLRTION INSPECTIONS OF 8NY WELLS 8DJ8CENT TO THIS PROPERTY RN[:, THE
NUMBER OF RESIDENCES THFIT THE WELL WILL SERVE.
BBCKFILL. ING OF FINM SMSTEM WITHOUT FINFIL INSPECTION 8ND 8PPROVFIL 8Y THIS
DEPRRTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTFINCE BETWEEN 8 WELL FIND FtNY ON-SITE SEWBGE DISPOSBL SYSTEM IS
i00 FEET FOR A PRIVHTE WELL; UR
· :~ 200 FEET FROM FI pI.IBLI_. WELL DEPENDING UF'ON THE T'.CF'E OF PIIBLIC WELL.
i~,E TO ' r: -
OTHER REQUIREMENTS MR¥ RF'PL'¢, SPECIFICRTIONS RND CONSTRUCTION [,IRGF.'.RMS 8RE
RVRILRE:LE TO INSURE PROPER INSTRLLRTION.
F'ER£1 I 'I- E:~F' I P. ES
I CERTIFY 'rHRT
I: I RM FFtMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SE]'
FORTH BY THE MUNICIPFILITY OF RNCHORRGE.
2: I WILL INSTflLL THE ......... IN FtCCORE:,RNCE WITH THE L:ODE=,.
'"', '.$ , REQUIRE Ef.,ILRRGEf'IENT IF' THE
Z-:: I UNDERSTFIf'tD 'I'HFIT THE ON-SITE SEWER =,"¢_TEM MFIY
RESIDEf'IEE IS...4~Ef'IODELED TO INCLUDE MOF-~ THRN 4- BEDR. OOMS.
- / .I;ICF'LICFINT J'FtMES D. PEICE
08-E
Russell Oyster
694-2774
Soils E~ Foundations
Performed for: Name:
GEO .;-CHNICAL Er DEVELOPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
Mailing Address:
Legal Description:
Depth (feet)
Earl Ellis
688-2280
Land Development
Soil Characteristics
2
5
6
?
~ 8
9,
lO
ll
12
14
15
16
Ground Water Encountered: Yes ~ No If yes, what depth
Proposed Installation: Seepage Pit Drain Field
Comments: ~~'-- ~;~-~ ~ ~ ~-~ ~-~~
Performed by: ~~~ C/~¢,~F;~'-~
