HomeMy WebLinkAboutK & S LT 159AOnsite File
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MUNICIPALITY OF ANCHORAGE 0
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�� �.._..._ \\ On -Site Water & Waste ootE more Road
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\ PO Box 196650 ^ s.
Anchorage, Alaska 99519-6650 Phoneu .90 ) 343-7904 Fax: (907) 343-7997
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On -Site Water &Wastewater System Permit
6123/2026
Effective Date:
zrmit Number: OSP261146 Expiration Date:
612312027
fork Type: WellSeptic Initial
Iax Code Number: 05123264000
>ite Legal Address: K & S LT 159A G:1054
Site Mailing Address: 19038 BEVERLY AVE, Chugiak
Owner: ELEGANT HOMES LLC
Design Engineer: FORGE ENGINEERING
This permit is for the construction of: privy
osal Field d Septic Tank
❑ Holding Tank
t� Disp
Lot Size in Sq
Ft: 49309
Total Bedrooms:
4
,,Non-public
[Water Well ❑ Water Storage
All construction shall be in accordance with: Chapters 15.55 and 15.65 and the State of Alaska
1. The attached approved design. e Municipal code Chap 1 gAAC80)
specified in Anchorag Water Regulations
2. All requirements sp Regulations (18AAC72) and Drinking .er shall notify the Development
Wastewater Disposal Reg the installation. The engine
3. The wastewater code requires inspections during regardingreferred metghod. we
Services Department per AMC lubsurfa5. �e sloil abso ptnate with tiiion system der construction durin freezing
4. From October 15 to April 15, a s
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing of a COSA. A COSA will be required to be
Special Provisions: This property recently sold without the benefit
sought in order to close out this permit.
n �.✓ F� L L
FORGE ENGINEERING
Issued To:
Curtis Townsend
Issued By:
6/23/2026
Date:
612312026
Date:
MUNICIPALITY OF ANCHORAGE
Development Services Department tt
Phone: 907-343-7904
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 051-232-64
Property owner(s) Elegant Homes LLC Day phone 907-715-4140
Mailing address Po BOX 875769, Wasilla, AK 99687
Site address NHN Beverly Avenue
Legal description K & S, Lot 159A
Number of Bedrooms 4
Engineering Firm Forge Engineering
Building Permit Number 1 Z (-j (� Not Applicable
C3 13(L ll�,sr
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Disposal Field
x❑ Initial ❑x
Septic Tank
0 Upgrade ❑
Holding Tank
❑ Renewal ❑
Privy
❑
Well
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
Permit/Rush Fees: Waiver Fees:
Date of Payment: i Z Date of Payment:
Permit No. �-� �' Waiver No.
May 2025
June 23, 2026
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: K & S, Lot 159A – NHN Beverly Ave
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property. The attached site
plan identifies the location of the home, the well, proposed 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 gentle slopes toward 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.
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, septic plan, and septic section for
the 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
OSP261146, Curtis Townsend, 06/23/26
K & S, LOT 159A
( I
I I
1 ?
EXISTING WELL
i
i
ABANDONED WELL PROVIDE i
PROOF OF DECOMMISSIONING 1
FROM C CERTIFIED COMPANY 1
I
/PROPOSED WELL
1
Ia0 j r
iJ
SEPTIC SYSTEM
NOT IN VIEW PORT
Er(GE
aOF A t
49 TH �'••*
. .
Benja i Schiller
' �F '• CE 2592 ,• �Qi
,�C�il'lq • 51 9/26 • , . AW
�h��PROFESSIONP�+
e
1
f EXISTING WELL
i
i
E
l
4-BDRM HOME
FCO
LOT 159 A
CO
STANDING WATER ....phT N
OBSERVED AT TIME OF-'*
I TEST HOLE
108.0
TH#1
t\
ALTERNATE SITE 20' LONG X 5' WIDE
AWWTS ABSORPTION TRENCH
(2) 50' LONG x 5' WIDE, 0.5'
EFFECTIVE DEPTH
ABSORPTION TRENCHES
SEPTIC PLAN
0 40 80
FEET
1 "=40'
IlIKIIIi •
— 1250-GAL
SEPTIC TANK
EXISTING SEPTIC
SYSTEM
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEAN(
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
K & S, LOT 159A
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
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 2 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
5' WIDE TRENCH SYSTEM
1250-GAL SEPTIC TANK
BOTTOM OF TRENCH: 1.0' BELOW GRADE
FLOW LINE ELEVATION: 0.5' BELOW GRADE
600 GPD / 1.2 GPD/SF / 5' WIDE * 1.0 RED FACTOR [.5' DEEP] = 100 LF TRENCH REQUIRED
(100 LF SPECIFIED)
GEOTEXTILE FABRIC
WITH 2" INSULATION
5/29/26
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
2'
6"
6"
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261146, Curtis Townsend, 06/23/26
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
2.0
5/12/26 1
2
3
4
5
6
SM (SILTY SANDY w/ GRAVEL)
Professional Engineers Stamp:
K & S, LOT 159a
5/12/26 051-232-64
MYKOLA SELYUTIN
2 0
16
OB
10
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: JARED EARLS
8 0
16
5.0'
5/19/26
COMMENTS:
SITE PLAN
6
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED EXCEPT WHERE NOTED.
5/19/26
MOISTURE NOTED AT TIME OF DIGGING?YES
2 0
1610 7 0
16 5
1 0
1610 6 0
16 5
2 0
1610 7 3
16 5 3
16
2 0
1610 7 0
16 5
2 0
1610 7 0
16 5
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261146, Curtis Townsend, 06/23/26
Trrtifirb l3rilting ifw
by
A & L DRILLING COMPANY s
BOX 97, EAGLE RIVER, ALASKA 99577 • TELEPHONE 694-2588
OWNER OF LAND
ADDRESS
LEGAL DESCRIPTION k / LA':' r? < o t / , YA
DATE - Started Ended -7
PERMIT NUMBER
KIND OF FORMATION:
DEPTH OF WELL
STATIC LEVEL OF WATER FT
DRAW DOWN FT.
GALS. PER HR
KIND OF CASING
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MISCL. INFORMATION:
DRILLER'S NAME
I::'IE f;?.H I T I",f ().
FII:::'F'L..ZC:I:::INT BIL..L.. KI",ICIL. TON BO::':', i£~7 E. R.
L, OCI=I'T' ]1 ON ~: ;[ F?.CHP.IO(:]D ~
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:]~00 F'E:E?'I" FOR R I:::'R:I',,,'FI'T'E; 14E]...L (IR 200 F'E]ET F'OF:: A PUBLIC: HELL
HELL. LO(:~iS FIRE RE(.:!UZRED FIND I'"IUST BE RE"f'L.IRNED TO THE DEI:'FIFi:TMENT I.,.I]:'T'HII",I
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