HomeMy WebLinkAboutT13N R1W SEC 15 M SEC 160 ACREST13N R1W
Sec 15
160 Acres
078-291-01
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Municipality ofAnchora a:tit
Development Services Department
Building Safety Division
Ottijht.
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number S WO 50 L/✓O PID Number: 0 7 2 017- 0 /
/ of .3
Name.j/ , Az kes_444
/� ((���(��{{
Wastewater System: ❑ New pUpgrade
Address
/0/ (.HOLE DriO3.
ABSORPTION FIELD 1.4161-144
Peon. 9L/ ^ 2820 Nutt W Badoom.a.
0 Deep Trench 0 Shallow Trench 0 Bed 0 Mand Ca 18?Eric-Ow.
LEGAL DESCRIPTION
Sae Rating:
a GPD/Fe
Total Depth from onpnal prad ••
// Ft.
Block Lot: Subdivision:
Depth to pike bottom from anginal grade.
FI.
Gravel depth In c
atz Fl
Township:(� // inn'I, Section:
/
T73r. /\ICY S� 544 SK /bQL:�G�
Fe added above ongmel grade'
Gravel Length':
FI.
FI.
We)IGncSfiv.�1 MI
New ❑Dpgra
Gravel wattNumber
!n Ft.
"met
/
Distance benison waea'
'."-•.. Ft.
Glaaenubeon (Pnvate. ANB.0
TOW Dapm:
FI.
egad to:
FI.
To absorption area
340 Fe
Pipe Materiel
/Auk...
Driller
DW DNI
Static Wat evN:
Ft
Installer.
One:ICEE
Yield
GPM
Pump Set sr
Ft.
Casing Height vs Gravid.
FL
TANK
SEPARATION DISTANCES
ASeptic ❑ Holding ❑ S.T.E.P. ■ Other.
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
ono/private
Sewer tine
M+nmf.aw«.
t�
a ('(�2 :- ��},J
c' ta'r
/00 0Gal.
Wen
/00 -
/oof,-
---
SQ-tai-
Matins
STEEL
Number of compartments.
z
Surface Water
/00!r-
/7O F
_
.--
LIFT STATION
Line
a l
/10 *
/d ti-
—
Size.
GN
Manufactur
Foundation
24°11-
ZO (
—
Pump On' Mvel al.
N
unhp off NM at
..
Ni wale. Yarm It.
In.
Curtain Dram
I—
Pump Make a
Elednm llletwbili is by.
Remarks
EMeeO4,t_ e1c/o/7L
"
BENCH MARK
Tlei.tJ(- f2 f Ctir
Location and Desnpbon.
'7-o r 0 G et
°A Ly / /Aid PST?(J
Assumed Elevation.
.. /00 FL
1
•• r aU
/� p
Inspections performed by: %V4 g, . L3 Dates: 1' /�S/Q C
Engineer's Stamp
—a.- pSt m'p1
i:.-��/.., �, t ....;: /rs `�
;._} Y-7
h. ✓ a c. * di
Ivo.;:•!;-.:.
• •• c
2nd
Development Services Department Approval
Conditional Approval Date:
lilt)fy".'. Steven W. Eng
C �••r. FF 6256 .'0- i
e4ty p. ; c;;c; ..,,,c::
4—
Reviewedietiand approved by Lli1/L Arlint77 Date: WV
THRIM
WINEERING
Date: 7/31/08
MEMO
Steve Eng, PE, P14
P.O. Box 770724, Eagle River AK 99577
(907) 694-7028 tel
NorthRimEng@aol.com
To: Jay Crewdson
MOA On -Site Services
Subject: T13N R1 W Sec 15 SM, 160 Acres
Comment Sheet
Jay,
Number of Pages:
This follows the email -scale should work in hardcopy.
'T. Site has been redrawn to a different scale to include the well location. A GPS was
used to change the house orientation from north to north by northwest (317
degrees).
t2. Well radius drawn.
-a. Double cleanout identified.
'4: Soil was visually rated from septic tank excavation
`5. New drawing with house decks & swing ties.
*6. More elevation detail provided.
'7. Note on old tank added.
'.t Southfork Construction installed the emergency tank replacement.
Regards -Steve
Steve Eng, PE, PH
NorthRim Eng.
694-7028
Existing Seepage Pit -I
CO3
7C01 TE
Ti
Double C.O.'s
New 1000 Gallon
Septic Tank
- New F.C.
Old Septic Tank
Removed & Decommissioned
Per Code
Deck
2-Bdr
HOUSE
B
Deck
100
RECORD DWG MEA REMENTS
ST1
ST2
C❑1
CO2
CO3
SP
NORTHRIM
ENGINEERING
PO BOX 770724
Eagle Rive, Alaska 99577
907.694.7028
B
44
48.2
49.5
52.5
54.2
80.7
�.. :44.
a .4941
83.7
89.4
91
95
121
In
Well 100'+
T13N R1W SEC 15
M SEC 160 ACRES
SEPTIC TANK
REPLACEMENT
1' = 40'
RECORD
DRAWING
bats:
7/25/08
SCE
2 of 3
Elevation = 88.5'
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MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SW050460
Legal Description: T13N R1W SEC 15 SEC 160 ACRES
Design Engineer: 0838 North Rim Engineering
Owner Name: Ron Aksamit & Eva Loken
Owner Address: 101 Wolf Dr
Anchorage , A 99577-0000
Date Issued: Dec 29, 2005
Expiration Date: Dec 29, 2006
Parcel ID: 078-291-01
Site Address: 000101 WOLF DR
Lot Size: 6969600 SQ. FT.
Total Bedrooms: 2 Permit Bedrooms: 2
This permit is for the construction of:
❑ Disposal Field ❑✓ Septic Tank ❑ Holding Tank 0 Privy Private Well
❑ ❑Water Storage
All construction must 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by catling
(907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
- (EMERGENCY TANK REPLACEMENT) - SEPTIC TANK INSTALLATION MAYBE LOCATED NO LESS THAN
FIVE FEET FROM ANY PROPERTY LINE OR BUILDING FOUNDATION; TEN FEET FROM ANY WATER
SERVICE LINE; ONE HUNDRED FEET FROM ANY SURFACE WATER; AND ONE HUNDRED FEET FROM ANY
PRIVATE WELL; AND THE SEPARATION DISTANCES REQUIRED BY 18AAC72 FROM WATER SUPPLY
WELLS.
-NEED TO DOCUMENT EXISTING SEEPAGE PIT DURING CONSTRUCTION AND SUBMIT WITH AS -BUILT
INSPECTION REPORT.
Received By. Set�J
Date: /-2/e f/G r
$1
Issued B ((/
By: /
Date:-(J/Jct o
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 73"Gi 1 - D (
Permit Number SW
Property owners) 'Orr /¢k.SC„r f G%/S (o F,,P.t Day phone o2 7112%2 a -
Mailing address /G( wet/ ARNE: Zip Code yis"?7
Site address /0( woe -re Q telt/1 Zip Code ?Is -7 7
Legal description (Lot, Block & Sub'd.) 7-73,v 7/W J(C //ioweve f
Legal descriptionio(Section, Township & Range)
Lot Size /(n 0 Acres/Sett. Number of Bedrooms
(7 Ory too wc-s'f &"--
THIS APPLICATION I4 FOR:
Sewer Only 0 Well Only 0
Sewer and Well 0 Water Storage 0
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub 0 Jacuzzi 0
Swimming Pool k 0 Water Softening Unit 0
Therapy Pool 0
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner uthorized agent)
Permit/Rush Fees: � L4) 4h . Uv Waiver Fees:
Date of Payment: Wontartr5 Date of Payment:
Receipt Number: JnReceipt Number:
(Rev. 09104)
TERIM
ENSINEERING
NorthRim Engineering
17237 Bear Paw Circle
Eagle River, AK 99577
907-694.7028
December 28, 2005
MOA On -Site Water & Wastewater Program
Julie Makela, P.E.
4700 I3ragaw St
Anchorage, AK 99519
RE: T13N RIW SEC 15 M SEC 160 Acres
Emergency Septic Tank Replacement
The existing septic tank has failed. The existing seepage pit is functioning. We are
requesting an emergency approval to replace the septic tank & sewer service. The old
septic tank will be pumped and decommissioned.
This 160 acre site should not negatively impact any of the other area lots. The
surrounding property is undeveloped. The lot slightly slopes to the east.
Sincere!y,
eve ng
Design Enclosures
NCTRIM
ENGINEERING
TI3N RI W SEC 15 M SEC 160 Acres, 101 Wolf Drive
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is an existing single family home @ 2 bedrooms. We are
requesting an emergency replacement of the septic tank & sewer service. The existing seepage
pit is functioning adequately. This requires a new 1000 gallon septic tank. This is a homestead
property @ 160 acres and no conflicts are present. Separation will be maintained to the existing
water well. No adverse impacts are expected from septic tank replacement. The lot is relatively
flat, with a slight slope to the east. The old septic tank will be pumped & properly
decommissioned. A "Bull Run" valve may be installed for a future drain field.
Specification Requirements: All components and work must comply with the Municipality of
Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and
Wastewater Regulations.
• Two compartment, 1000 gallon septic tank.
• Watertight couplings on inlet & outlet.
• 5 foot minimum between the tank and bed. 10 foot to property lines.
• 3 feet of cover or insulation is required for trench; an equivalent of 1" insulation for each
foot soil cover.
• Tank & solid pipe must be set on well compacted, stable soil.
• 4 inch diameter cleanouts with airtight caps are required 1 to 4 feet from foundation wall,
prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent
opposing cleanouts between the tank and the absorption field, not more than 10 feet from the
tank positioned to provide cleanout access towards the tank and towards the absorption field.
• All cleanouts must extend to at least ground level.
• Schedule 40 PVC pipe to be used.
• The finish grade must be mounded to promote drainage away from tank.
• Insulation must be placed over any pipe installed under driveways or parking areas.
• Sewer Service Line is minimum 2% slope.
• Septic Tank to be pumped every two years or when required.
• Insulation board to be extruded direct burial polystyrene (Dow Styrofoam III or equal)
• The existing septic tank will be decommissioned; the septic tank will be pumped, crushed,
and filled with sand/gravel or removed and properly disposed of.
DESIGN NOTES:
1. Replace Existing Septic Tank.
2. Decommission Old Septic Tank.
3. System is Minimum 10' from Lot Line.
4. Lot Served By Private Water Well.
New F.C.O.
Double C.O.'s
New 1000 Gallon
Septic Tank
Existing Seepage Pit
Septic Tank Replacement
Does Not Preclude Ad joining
Lots From Sanitation
Improvements.
NORTHRIM
ENGINEERING
17237 Bear Pow Circle
Engle River, Alaska 99577
907.694.7028
-Bairn
House
SEPTIC TANK
REPLACEMENT
1' = 20'
PLAN
LAYOUT
Dote:
12/28/05 1 of 3
DESIGN NOTES:
1. Replace Existing Septic Tank.
2. Decommission Old Septic Tank.
3. System is Minimum 10' from Lot Line.
4. Lot Served By Private Water Well.
Existing Crib
Existing Septic Tank
NOR THRIM
ENGINEERING
77237 &eor Pow Circle
Eagle River, Alaska 99577
907.694.7028
;lin(
:.a9Di
'•. a-erl.
u
2 Bdrri House
Well
Septic Tank Replacement
Does Not Preclude Adjoining
Lots From Sanitation
Inprovenents.
T13N R1W SEC 15
M SEC 160 ACRES
a
O
Q/
0
Z
1 LOT PLAN
= 100'
SUBDIVISION LAYOUT D12/28/0517A
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72-0171(Rev 9/911 MOA 25
5i
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r
Anchorage Page Iof z
Municipality of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
PID Number 017 a - - p 1
Permit Number: --00160'136
Name:
Roofa.$) E. fii.sp yr /GO, Lotccri
Wastewater System: tgNew* 0 Upgrade
Address:
1123 LIit�,tJo Q.oso I;A6 24dec, Alt 'PIM
ABSORPTION FIELD
Phone:
689 - 64-16
No. of Bedrooms:
I
0 Deep Trench gShallow Trench 0 Bed 0 Mound 0 Other
LEGAL DESCRIPTION
toil Rating:
I.O GPD/SQ.Ft.
Total Depth from original grade:
S•os -L.3s
.Sleek: rn S Lcr. (lap gubdivisiwv �f An ^
Depth to pipe bottom from original grade:
Z• SS - 3.85 Ft.
Gravel depth beneath pipe
O.S Ft.
-L.es.
9.oNN.p e. kGANt1T uomESTEaD
Township: Range:Section:
13 a 1 v1 I IS
Fill added above original grade:
0..5 — I, C FL
Gravel length:
34 Ft.
WELL: El New 0 Upgrade
EKISTfN
Gravel width:1
5 Ft.
Number of lines
i
I Distance between lines:
— Ft.
Classific tion (Private, A,B,C):
kiRt •I Te
Total Depth:
Ft.
etl To:
Ft.
Total absorption area:
170 SQ. Ft.
Pipe material:
ASrM 0.303(/F131 0
Driller:
Date Drilled:
Static Water Level:
Ft.
Installer:
OEM Cortrrcocnod
Date installed:
"1 —48
Yield:Pump
GPM
Set at:
I Ft.
Casing H ight Above Ground:
Ft.
TANK
SEPARATION DISTANCES
gSeptic 0 Holding 0 S.T.E.P.
TO
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public/Private
Sewer Lines
Manufacturer:
ANCAdotkc. Thu_
Capacity in gallons:
loon
ZSli-
Material:
S'ne&L
Number of Compartments:
'Z.
Well-
1001+
1001¢
__..
—
LIFT STATION
water
1o6+loop
—
Lot
Line
50p14
Stoll-
�_
—
--•
Size in ga7ton
Manufacturer:
Foundation
a I
1314
---
"Pump on" level at:
Pump •High
water alarm at:
‘----7Dratin
Curtain1.144E
Y-sitha
1
4
Pump Ma el
Elec rical Inspections performed by:
Remarks:
kg -This
is A
Seat. SYsrenl
BENCH MARK
rot".Tl4E GARI.Ge ONLY
Location and Description: ��&
Tst4 - Toe cc Ga2a6F
Assumed Elevation:
100.0 Ft
ENGINEER'S
ar
A �
s�•'•
,L
se
•E :°./
�,,,F�•••a•
�t4®�141�
e
J I
I
f'..
S
OFAar
• ••
t ••'.,
••••
.Garnesa
:7953 • •••,4�'r
".oftle
s
4 t'+
itj
.•
•';Tao
•: 900
Waterer Wadtewatelpates• 1st 13.0 41
Inspections performed byAtanka
7320 East Chester fits. Cale 1.Z4 -9s
2nd.
Anchorage, Alaska 99504
g 3r4 '7-zz-t6
Department of Health and Human Services approval
by:/171,27-11/�" "U Oate• ' �' $
Reviewed and approved
72-0171(Rev 9/911 MOA 25
5i
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•
PERMIT NUMBER:
SW980108
AS -BUILT DRAWING
PARCEL 10 NUMBER:
051-491-13
FINfL a'a
TOP IT TPNC- _ 98.45 5T2 CC? Cg
94.925 ■ 95.00
60601,1 Pr
ILEf44✓'4
Oglrli NN. [Fire
91.05-9295
GO Mf
—
TIMI. OM
92.2-92,9
ALTERNATE SITE
60110M Or rre
88.5
c
08L2
DBL1-
5 sTz
EGOST1 SEP111000
GALLON
TANK
NOTE: THERE ARE NO PROPERTY
LINES WITH IN 5001+ OF THE
SEPTIC SYSTEM.
0
MT1
i - CO2
?MOO? Na.Vii.U'NG
fir—85.0
%ATOM OF 571 .9
FL1 R - 860
NEW TRENCH
A B
FCO 17.4 --
SF1 17.9 18.6
ST2 13.8 24.8
DBL1 12.5 27.4
DBL2 12.2 28.4
C01 75.0 77.7
MT1 107.8 106.5
CO2 107.5 106.3
N
ALASKA WATER AND WASTEWATER
7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE, AK 99504
PHONE (907) 337-6179/FAX: (907) 338-3246
LEGAL DESCRIPTION:
T13N, R1W, SECTION 15, M SEC. 160 ACRES
TYPE OF WORK:
AS—BUILT OF SEPTIC SYSTEM
PREPARED FOR:
RONALD E. AKSAMIT / EVA LOKEN
PHONE NUMBER:
689-6476
DATE:
DRAWN BY: SCALE:
7/29/98 I J.L.M. 1 = 40'
I PAGE:
2 OF 2
%goo.1.T ........:....p
e Gayness; 4
Q 3 GE ; 7953 e`P
DoH °�' ••'•••........•
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�t a»s- Colt
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SW980236
Legal Description: T13N R1 W SEC 15 M SEC 160 ACRES
Design Engineer: Alaska Water & Wastewater Services
Owner Name: RONALD E. AKSAMIT
Owner Address: 9123 HIGHLAND ROAD
EAGLE RIVER , AK 99577 -
This permit is for the construction of:
Disposal Field I✓I Septic Tank
Holding Tank
Date Issued: Jul 15, 1998
Expiration Date: Jul 15, 1999
Parcel ID: 078-291-01
Site Address:
Lot Size: 6969600 SQ. FT.
Total Bedrooms: 1 Permit Bedrooms: 1
Privy
Private Well
Water Storage
All construction must 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 (24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: ..Qw Date: 7 / S 9°
Issued By:
kRefrt?'
Date: 7- /5 -pg
Alaska Water & Wastewater
7320 East Chester Heights Circle — Anchorage — Alaska 99504
(907) 337-6179 — Fax (907) 338-3246
Consulting Engineers
June 30, 1998
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref Septic Design for Ronald E. Aksamit Homestead 4-4-72 (Sec. 15, T13N, R1W)
To whom it may concern:
The existing house, which is located on a 160 acre homestead, is served by a private septic system
and well. A new garage with a living area upstairs was recently built on this property. Our clients
would like to serve this garage with a new septic system. Comments regarding the proposed
design are summarized as follows:
1. SOILS: Attached is a log which shows the soil profile, and the percolation test result. The
soils below the organics are primarily GW with large cobbles (6"-18" diameter) and a few
boulders (up to 3' in diameter) to a depth of 15.5 feet (bottom of test hole). No groundwater was
encountered during the excavation of the test hole. One soil percolation test was performed at 7.5
to 8.0 feet which perked out at a rate of <1 minute/inch. Due to the fast percolation rate, a
M.O.A. approved sand filter will need to be used.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 1.0 gallons/day/ft2
c. Number of Bedrooms: 1
d. Design Flow: 150 gallons per day
e. Minimum Absorption Area: 150 ft2
f. Effective Depth: 0.5 feet
h. Width: 5 feet
i. Minimum Length: 30 feet
j. Effective absorption area = 150 ft2
k. Maximum depth = 6 feet
1. Sand filter = 2 feet of M.O.A. approved sand
3., SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: The topography of the area for the proposed septic system is sloped from
approximately north to south at a grade of less than 10%. In short, there are no slope concerns.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you
for your assistance.
Sincerely,
Je
Princibal
ness, P.E., M.S.
0�
70'0
i ,,,
LOT 9, BLOCK 5. LOT B, BLOCK 5,
\ t'�, '; HUNDRED HILLS 5/0 #1 HUNDRED HILLS S/0 #1
(SEE
(APPROXIMATE
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t
NOTE:
THE LOCATIONS OF THE HOUSE. GARAGE. WELL, DRIVEWAY, AND PROPOSED
SEPTIC ARE ALL APPROXIMATE. THE LOCATION OF THE LAKE IS ACCORDING
TO THE M.O.A. GRID MAP.
RONq(O
AkSAM/T
HO�FStio
APPROXIMATE LOCATION OF DRIVEWAY 4�4`
ALTERNATE SITEi
PROPOSED •'TIC SYSTEM �'
DESIGN, `- E`F 2) ` TEST HOLE #1
•
,—
••
GARAGE '
HOUSE • N• i'/
,
WELL /
/' / \YJ
{ •
100' WELL RADIUS
LOCATION) :�
,
�
PREPARED BY:�v'vSVOOV
ALASKA WATER & WASTEWATER
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LEGAL DESCRIPTION:
RONALD E. AKSAMIT HOMESTEAD 4-4-72 (SEC. 15, T13N, R1W)
TYPE OF WORK:
SITE PLAN
-f r:
PREPARED FOR: PHONE NUMBER:7953
LOKEN 689-6476/ CELL: 242-4277
(J ss ' •
�eap�otessior��c
4pC\4,,���
DATE:
6/30/98
DRAWN BY:
I J.L.M.
SCALE:
I 1= 200'1
PAGE:
OF 2
ALTERNATE SITE A
MT TH�1�
CO
PROPOSED 1000
GALLON SEPTIC TANK
CO
AretS
LAIr-
PROPOSED DRAINFIELD
30' LONG BY 5' WIDE
BY 6' DEEP. ADD 2'
OF SAND FILTER W/ 0.5'
OF SEWER ORAINROCK
INSTALL DBL CO
NOTE: THE EXISTING 2 BEDROOM HOUSE
IS SERVED BY AN EXISTING SEPTIC SYSTEM.
THIS PROPOSED SEPTIC SYSTEM 15 ONLY
FOR THE GARAGE.
WELL
PREPARED BY:
ALASKA WATER & WASTEWATER
LEGAL DESCRIPTION:
RONALD E. AKSAMIT HOMESTEAD 4-4-72 (SEC. 15, T13N, R1W)
TYPE OF WORK:
DESIGN OF SEPTIC SYSTEM
PREPARED FOR:
EVA LOKEN
PHONE NUMBER:
689-6476/ CELL: 242-4277
DATE:
6/30/98
DRAWN BY:
J.L.M.
SCALE:
1 = 50'
PAGE
2 OF 2
oa
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s I•, CE :5:
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OprofellsOOp
ALASKA WATER & WASTEWATERpFq�y,o
7320 E. CHESTER HTS. CIRCLE a ANCHORAGE, AK. 99504 O ���
PHONE (907) 337-6179 * FAX (907) 336-3246
oP. 000
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
RONALD E. AKSAMIT HOMESTEAD 4-4-72
PERFORMED FOR: EVA LOKEN
DATE PERFORMED: 6/3/98
DEPTH
(feet)
ORGANICS
COMMENTS:
GW
WITH LARGE COBBLES
THROUGHOUT�IA)DOELARGE
BOULDERS (UP TO 3' DIA.)
B.O.H.
TEST HOLE #1
SOIL CLASSIFICATIONS
0//
00 0000
0 CPQ ,
6U.®•,O
0.09(9600 E
GW
GP
GM
GC
SW
SP
SM
SC
ORG
ML
CL
OL
MH
CH
OH
DEPTH TO
GROUNDWATER
DATE
DRY
6/3/98
DRY
6/23/98
v
ess; 61
—7953 tel
coo
dP'�ofessio�°4
TEST HOLE #17
SITE PLAN
I" = 100'
WELL
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
PVC;
F 0PS
�t W
PjER P5-.
pfR.
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES
TEST RUN BETWEEN 7-5 FT. AND 8.0 FT.
SAND FILTER WILL NEED TO BE USED.
PERFOMED BY ALASKA WATER & WASTEWATER I, , CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS
DATE. DATE:
Ni ty
of
Arch rag ►..
POU(6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOWLES,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit #:$40747
January 31, 1985
TO: Permit Applicant
SUBJECT: Township 13 N Rage 1W Section 15 160A
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal Ordinance. A new permit must be obtained from
this Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Department for documentation of the installation
and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as -built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720.
Keith E. Bandt, Supe visor
Environmental Engineering Program
KEB/ljw
enc: Copy of Permit
SWP/057
PERMIT NO:
DATE ISSUED:
r1LJP4MC. n'egIL- I -re C3F= dE3IFTintaVE3EE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L STREET, ANCHORAGE, AK 99501
264-4720
�p1/41_I m EE
840747
09/05/84
WEE ,ErnEE.FCIP1 -11-
APPLICANT: RONALD AKOSAMIT
ADDRESS: ST. RT. BOXIF9123
EAGLE. RIVER, AK 99577
CONTACT PHONE: 277-5605
LEGAL DFSCRIP: SUBnIVISION: NA
SECTION:. 15 " TOWNSHIP: 13N
LOT SIZE: 160A (SO"FT" OR ACRES)
LOT: NA
RANGE: 1W
BLOCK: NA
I certify that:
1" I am familiar with the rem1il'ements for on-site sewers' and wells as set
forth by the Municipality *Anchorage (MOA) and the State of Alaska.
2. I will install the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria Of this permit.
3" I will adhere to all MOA and State of Alaska requirements for the. set back
distances from any existing well, wastewater disposal system or public
sewerage s n on this orly adjacent orHnearby lot.
�or '~�
SIGNED < �� DATE:
APPLICANT, RONALKARKMIT
ISSUED BY DATE:/ �
�