HomeMy WebLinkAboutT12N R3W SEC 33 LT 54T12N R3W
ECTION 3)�
#018-192-15
Municipality of Anchorage
• '� Development Services Department L a
Building Safety Division = _
On -Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904
On -Site Wastewater Disposal System and/or Well Inspection Report Page 1 of 3
Nome: PID Number:
Permit Number: SW030511 I114°1"
DAVE HAUGSTAD Wastewater System: ■ New ❑ Upgrade
Address:
n 8960 NORTHWOOD PARK CIRCLE a ANCHORAGE AK ABSORPTION FIELD
Phoe: No. of Bedrooms:
(907) 694-5209 4 O Deep Trench ■ Shallow Trench a Bed a Mound
o aver
LEGAL DESCRIPTION 509 Rating: TOW Depth fnwn
eriNint9-dr31ock: Lot: 0.6 GPD/54. ft- 8.12 (MAX) re.
54 Subdivision: D.Ptn ro Pb. bottom from adder wade
Grawi depth beneath qq;
•o ........ SEE DWG. et 4.13
12N
P Range: 3W Section: 33 PON aee.e abo.e originaloreft Mwth. R
SEE DWG rt. Ger« 100
WELL: ■New ❑ Upgrade C a ei wlmn: N --b. a Nnee msta between INwe:
kweineotien (Prhwte. A&C):S'D R 1 —
PRIVATE rata DePtN: co..e T« TOW absorptionarea: Plq meteMl: rt
mir 16 R 160.5 R 1000+ SO, e, D 3034/ F-810
Date DnMe: stone water te.x, ewwN.r:
M—W DRILLING INC. 3/15/200 93 GLW EXCAVATION vete wt9 '
xe: 9%14-16/2004
Pwnp Mn Ak r .x... •- ....__ �_
SEPARATION DISTANCES
To IS
From
Tank
Absorption flit Holding
Field Station
Tank
well
100'+
100'+ — _
Surface water
100'+
100'+ — _
Lot Line
5'+
10'+ _
Foundotion
5'+
10'+ _ _
Curtain Drain
un.�� �.....,....
Inspections performed by:
Development
Reviewed and approved by e
25'+
R TANK
■ Septic O Holding a S.T.E.P.
ate Naa�Oct Co ci
a PREMIER TANKS
Nwlartal: waM
PLASTIC N
ISt.
LIFT STATION
1250
� YaNe s,L etr Deetrleal Inepeanane Pwfam.M py,
BENCHMARK
ton ens Dpmiaaan:
EDGE OF DOOR SLAB, SOUTH SIDE
GEG, Ltd. Dates:lst 9/14/2004
2nd 9/16/2004
3rd
Irvices Department Approval
O Other
F
100.00
ENGINEER'S
pp06�
��. QF q� p
Ir
...
_ �•. e f A. Gn wee: ...
PERMIT NUMBER:.
507030511 AS -BUILT DRAWING
I
NEW WELL-/
it
NEW 1250
SEPTIC
NEW
INSULATION
GALLON //� ///>
TAN DBL1 /
DBL2
THI1
TH12�,
V ALTERNATE
SITE
1
k7AKN];,S ]ENGINEERING GROUP, Ltd. R.A.L.
CONSULTANTS6 GENERA L CONTRACTORS [E2
3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 - 40r
'REPARED FOR: PHONE NUMBER: BER:
DAVE HAUGSTAD 694-5209 OF 3
EGAL DESCPo_ PTION:
T12N, R3W, SECTION 33; LOT 54,
YPE OF WORK:
AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
PARCEL ID
i0 1.
PERMIT NUMBER:
SW030511
TOP OF TANK AT
INLET . 93.413-
INVERT
3.48-
INVERT OF BUNG
AT INLET - 92.72
AS -BUILT DRAWING
/- FINAL GRADE - 97.9
I T
NEW 1250 CALLOW
PREMIER PLASTIC
TANK
PARCEL 0 NUMBER:
-TOP OF TANK AT
OUTLET - 93.50
`INVERT OF BUNG AT
OUTLET m 92.51
HAL GRADE
98.38
INSULATION HIGHEST POINT
1
4' "
$ INVERT OF PIPE'
92.38 (AVG)
0
0
I 5,� BOTTOM OF TRENCH
88.25 (AVG)
LTAtcNEbb N:NGINEERING GROUP, Ltd. A.J.G.
CONSULTANTS & GENERAL CONTRACTORS SCALE:
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 49507 • PMONE (907)337-0179 • FAX (907)338-3246 N.T.S.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
DAVE HAUGSTAD 694-5209 3 OF 3
LEGAL DESCRIPTION:
T12N, R3W, SECTION 33; LOT 54,
TYPE OF WORK:
PROFILE AS -BUILT DRAWING OF NEW SEPTIC
IE ELEVATION OF
OF TESTHOLE
(TESTHOLE DRY)
SYSTEM -�p�
Job No.: 04118
0 Well Owner.
a Legal Description:
M -W Drilling, Inc.
*P.O. Box 110378* Anchorage, AK 99511♦
•907-345-4000 ♦ 907-345-3287 Fax*
Parcel ID: 018-192-15 Permit No. SWO30511
Groundwater Well As Built & LoQ
Street -
♦ Use of Wen: Domestic
Construction
♦Hole Depth: 16 P ♦Casing Size. 6" ♦Cased To: 160.5' #Malerlak A 53 Steel
♦Drnl Method. Air Rotary
Perf.
♦ Wen Completion- Open end X Screen Perforated Method:
♦Screen/Perforation description: None
♦Grout Notes: (1) Sack- No. 8 bentonite granules
♦ Notes:
♦ Well Development: Method: Air surge Notes:
*Static water level (SWL) 93' (ebeve) (below) top of casing (TOCK
♦ Well yield test at 10 gallons per minute (GPMy (GM)for 1 hours
Willi 1000% of drawdown (DD) from static level (SWL).
*Method. Air lift
#Date of completion: 15 March 2004 *Punrp install:
Well L.nu
Depth in feet from
to of casin .
Details of formations penetrated,
size of material color and hardness.
0
TO
2
Casing
stickup
2
TO
78
Boulder ravel: sandy, silty
78
TO
85
Sandy
gravel: small, dam
85
TO
101
Cobblegravel:
dry
101
TO
105
Gravel:
small, wet, dirty
105
TO
136
Silty
vel: small
..........
136
TO
141
We$t
vel: sandy/silty/dirty,
2 gpm
141
TO
154
Silty gravel:
small, dry
154
TO
161
Water
vel: medium, slightly
sandy, clean
TO
TO
TO
_
TO
TO
TO
VWNE S1d0M AA--iA�6rtH R h
GWA-Certified Sentra '
Certificate
TO
Contractors l!r=nsa No. 1000
TO
z
0
0
0
V
O
O
M
C4
CA
0
e
LOT 54 HAS 108,900.00 SQ.FT. OF AREA
n
s
Ln,1AxA �
� Qa
�a
0
Dave Haugsted
z
0
0
0
V
O
O
M
C-4
LW
0
GRAPHIC SCALE: 1 Inch = 30 Feet
is a 15 30 00
12/1/04 1" B= 10'
-id As—uilt
Engineering & Surveying, Inc. SW 3034 2401006
9330 Vanguard Drive, Suite 203
Anchorage, Alaska 99507 Drawn by Field Bool
(907) 562-6050 D.L.M 209
I hereby certify that the property described hereon has been surveyed
by me, or at my direction, and that the improvements situated thereon
are within the property lines and do not overlap or encroach on the
property lying adjacent thereto unless otherwise shown. That no
improvements on the property lying adjacent thereto encroach on the
premises in question and that there are no roadways, transmission
lines or other easements on said property except as shown.
It is the responsibility of the owner or builder, prior to construction,
to verify proposed building grade relative to finish grade and utility
connections and to determine the existence of any easements, covenants,
or restrictions which do not appear on the recorded subdivision plat.
Listed distances prevail over scaling.
Reproduction may cause distortion.
Lot 54 I Block
T12N, R3W,
SEC. 33,
T12N, R3W, SM, AK
*; 49L,^ :*
CHARLES E. FORBES e
s„•. LS -7326 • >i�
f,4apS S i 00\'b
MUNICIPALITY OF ANCHORAGE
Development Services Department
6D
On -Site Water & Wastewater Program
4700 South Bragaw Street
u R
64
n
P.O. Box 196650, Anchorage, AK 99519-6650
3�
(907) 343-7904
�11�
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW030611
Legal Description: si712N R3W Sec 33 Lot 54
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Dave Haugstad
Owner Address: 8980 Northwood Park Circle
Eagle River. AK 99577 -
Date Issued: Dec 30, 2003
Expiration Date: Dec 29, 2004
Parcel ID: 018-192-15
Site Address: Unknown
Lot Size: 108900 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attachedapproved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.85 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 calling
(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.
Received By:
Date:
Issued By: Date: 101Z _30-03
Municipality of Anchorage
• '� Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South 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. l ISL ` 03_z'_' J Permit Number
• d'd :11„4
9 •i\
Property owner(s) DAVE HAUGSTAD Day phone 694-5209
Mailing address (1) 8960 NORTHWOOD PARK CIRCLIF * FAGLE RIVER, AK
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
Zip Code 99577
Legal description (Section, Township & Range) LOT 54- SECTION 33 T12N a3W —
Lot Size Acres/63,
cres/ q.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only
❑
Sewer and Well
Water Storage
❑
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
n
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.'
ALASKA WATER do WASTEWATER CONSULTANTS INC.
Permit Fees: Waiver Fees,
Date of Payment: 117�.� U10 Date of Payment:
Receipt Number: Lfl
f /Receipt Number:
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
July 31, 2003
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic System for T15N, R3W, Section 33; Lot 54,
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and private septic system. Two
test holes were excavated on the property. The drainfield will be designed around the 30 foot
radii of these test holes. We are proposing that a new 1250 gallon septic tank and a 5 -wide type
drainfield be installed. The well is to be drilled as shown on the attached site plan and design
drawing. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 0.6 gallons/day/ftZ
should be used.
2. TRENCH DESIGN:
a.
Percolation Rate: 15 & 20 minutes/inch
b.
Proposed Application Rate: 0.6 gallons/day/ftZ
c.
Number of Bedrooms: 4
d.
Design Flow: 600 gallons per day
e.
Minimum Absorption Area: 1000 ftZ
f.
Total Depth: 9 feet (max.)
g.
Effective Depth: 4
h.
Width: 5 feet
i.
Reduction Factor: 0.5
j.
Minimum Length: 100 feet long each
k
Effective absorption area = 1000 ft
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
4. TOPOGRAPHY: The area for the proposed drainfields is a 5-10 percent slope running
approximately northwest/west to southeast/east. In short, there are no slope concerns.
3701 E. 'Ardor Road, Suite 101 * Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246 * Website: akwwc.com
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
P.E., M.S.
NOTE: A site plan drawing, a design drawing, two soils logs, and a 7 page construction
specification letter which are all part of the design package for this septic system.
3701 E. Tudor Road, Suite 101 r Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: akwwc.com
MOORE SID
I I BRAND L SUBDMSION T12N, R3W, SEC 33 i
I I LOT IA LOT 43A 1
I I I
MOORE S/p/ j \\' T12N, R3W. SEC 33
// o \\ T12N. R3W..3SEC 33 I \ LOT 42
I I
RAN
T 2A; ION m \ L� IB �7
// LOT 2A: 07 1 1 1
I I I I I I I
OPOSED
- - 4 BEDROOM '
HOUSE PROPOSED
i \ � SHOP
I •y�, 1
PROPOSED SEPTIC SYSTEM x` i
(SEE DESIGN PACE 2 OF 2)--
\ :w
\ --7,' E----------} T12N, R3W, SEC 33
T12N, RX SEC 33 \ -- - - - - ' LOT 55
\ L.,
J \
ALTERNATE SITE
E. 144th STREET
I
T12N, RX SEC 33 I T12N, R3W, SEC 33 T12N, R3W, SEC 33
LOT 780 I LOT 75 LOT 74
I
I
i
7/31/2003 �7e
DRAWN ALASKA WATER &WASTEWATER Ste: c .c. �* 9
CONSUL TANTS, INC. 1" — 100' •.... .•. •. •...•
3701 E. TUDOR ROAD SUITE 101 • ANCHORAGE AN 99507 •PHONE (907 337-6179 • fA% 907)338-32L6 PAGE NUMBER:
PREPARED FOR PHONE NUMBER: • • • . ;
DAVE HAUGSTAD (907) 694-5209 1 OF 2 Je re A n SS:
LEGAL DESCRIPTION: �° —79 .•'• \FU
T12N, R3W, SECTION 33; LOT 54 �Cnfee P ••••...•...
TYPE OF WORK u d�ofesslol,
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM ��ht1..ati:=•'
- — — — — — — — — — — — — -,- 1
NOTE: THE CONTRACTOR SHALL HAVE THE TO
FOOT UTILITY EASEMENT IN THE CENTER OF
THE LOT FLAGGED BY A REGISTERED LAND
QIIm/FYnR PRIOR TO CONSTRUCTION. i
SITE
PROPOS4DRAINFIELD. EXCAVATE A TRENCH
THAT IS FEET DEEP MAXIMUM BY 5 FEET
WIDE BY loo FEET LONG. ADD 4 FEET OF
CLEAN. WASHED SEWER DRAINROCK. INSTALL
TRENCH PARALLEL TO SLOPE CONTOURS.
7/31/2003
DRAWN Or.
C.J.G.
ALASKA WATER & WASTEWATER SCALE:
CONSULTANTS, INC.- 40'
3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE. AK 99507 - PHONE (907)537
GE NUMBER:
PREPARED FOR: UMBER: pm
"1
DAVE HAUGSTAD 6'9M209 2 OF 2
LEGAL DESCRIPTION:
T12N, R3W, SECTION 33; LOT 54,
TYPE OF WORK:
DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
. .... ......
... A. .... .. .........
rness.-
..
C —79
'A
\
PROPOSED
\
SHOP
LINE UNDER DRIVEWAY TO BE
PROPOSEDINSULATED
WITH 4 INCHES OF
WELL
INSULATION 4 FEET WIDE.
PROPOSED 1250 GALLON
SEPnC TANK
INSTALL DOUBLE
CLEANOUTS
lo, LmUTY EASEMENT
INSTALL FOUNDATION
CLEANOUT
NOTE: THE CONTRACTOR SHALL HAVE THE TO
FOOT UTILITY EASEMENT IN THE CENTER OF
THE LOT FLAGGED BY A REGISTERED LAND
QIIm/FYnR PRIOR TO CONSTRUCTION. i
SITE
PROPOS4DRAINFIELD. EXCAVATE A TRENCH
THAT IS FEET DEEP MAXIMUM BY 5 FEET
WIDE BY loo FEET LONG. ADD 4 FEET OF
CLEAN. WASHED SEWER DRAINROCK. INSTALL
TRENCH PARALLEL TO SLOPE CONTOURS.
7/31/2003
DRAWN Or.
C.J.G.
ALASKA WATER & WASTEWATER SCALE:
CONSULTANTS, INC.- 40'
3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE. AK 99507 - PHONE (907)537
GE NUMBER:
PREPARED FOR: UMBER: pm
"1
DAVE HAUGSTAD 6'9M209 2 OF 2
LEGAL DESCRIPTION:
T12N, R3W, SECTION 33; LOT 54,
TYPE OF WORK:
DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
. .... ......
... A. .... .. .........
rness.-
..
C —79
'A
ALASKA WA oER RN WASTEWATER
SOIL lOG — PERCOLATION TEST
LEGAL DESCRIPTION: T12N, R3W, SECTION 33, LOT 54
PERFORMED FOR: DAVE HAUGSTAD DATE: 6/12/2003
(t et TEST HOLE 1
1 ORGANICS
7
6
9 S
10
11
12
13
14
15 B.O.H.
16
17
18
DEPTH TO
GROUNDWATER
soiL cLAssisQ&TMOL
GW
DRY
O
DRY
6/19/2003
-
IIIIIIIIIML/S
6-
4 1 2"
1 1 2"
3
1:00
CL
6-
Fm
4
OILON
30
SWIIIIIIIIIMH//%CH
1 1 2"
5
1:30
—
6"
6
2:00
D'.6.9
•SC
1 1 2"
DATE
7
6
9 S
10
11
12
13
14
15 B.O.H.
16
17
18
DEPTH TO
GROUNDWATER
DATE
DRY
6/12/2003
DRY
6/19/2003
DRY
7/30/2003
6-
4 1 2"
1 1 2"
J fr . :..... ess.,
le E 7953
�qk
0p fe. . ... cP9
DATE READING
------------
NET TIMENET
(MINUTES)
TH#1
DROP
(INCHES)
TH#
12:30
1:00
TEST HOLE LOCATIONS SITE PLAN
6-
4 1 2"
1 1 2"
3
DATE READING
CLOCK T ME
NET TIMENET
(MINUTES)
LEV
WATERREADING EL
DROP
(INCHES)
6 12 2003 1
2
12:30
1:00
—
30
6-
4 1 2"
1 1 2"
3
1:00
—
6-
4
1:30
30
4 1 2"
1 1 2"
5
1:30
—
6"
6
2:00
30
4 1 2"
1 1 2"
DATE
PERCOLATION RATE
20 (MIN./INCH)
PERC. HOLt UTA. o ury nw,
19
TEST RUN BETWEEN
6.0 FT. AND
7.0 FT.
20
A FOUR HOUR PRESOAK
WAS PERFORMED:
e YES ❑ NO
SOILS LOGGED BY: SUSAN
OSWALT PERCOLATION TEST PERFORMED
BY: SUSAN OSWALT
COMMENTS:
PERFORMED BY
AE
THIS
CERTIFY THATON
W�A� � Z FORMED IN ACCORDANCE
AND MUNICIPAL GUIDELINES IN EFFECT
WITH LSTATE N
DATE
AILASKA WATER & WASTEWATER
-- CONSULTANTS, INC.
SOIL LOG -PERCOLATION TEST
LEGAL DESCRIPTION: TOWNSHIP 12N, RANGE 3W, SECTION.33, LOT 54
PERFORMED FOR: DANE HAUGSTAD DATE: 6/12/2003
(f a ORGANICS TEST HOLE #2
1
7 iDRYNi
SM
6
10-
11-
12-
13.
14
15
16
17
16
-7953 .•' �.`
................
TME
SOIL . A 1 • .fl
WATERCLOCK
READ NG EL
TH/4
6/18/2003
1 •-
12:33
10-100*]
6-
- 11111111ML
1
2
1:03
N,HN�
4-
2-
%iGC OL
1:03
—
6-
SWMH
IIIIIIIII
4
1:33
_ CH
4-
2-
I
1!1l�tlSm4id.B •
i
—
I
II�4�i�Sc
7 iDRYNi
SM
6
10-
11-
12-
13.
14
15
16
17
16
-7953 .•' �.`
DATE
................
TME
TH/i
WATERCLOCK
READ NG EL
TH/4
6/18/2003
TEST HOLE LOCATIONS SITE PLAN
12:33
10-100*]
6-
DATE
READING
TME
NET TIME
(MINUT S)
WATERCLOCK
READ NG EL
NET
(INCHES)
6/18/2003
1
12:33
—
6-
2
1:03
30
4-
2-
3
1:03
—
6-
4
1:33
30
4-
2-
5
1:33
—
6-
6
2:03
30
4-
2 -
PERCOLATION RATE 15 (MIN./INCH) PERC. HULt UTA. o uw n�oi
1g
TEST RUN BETWEEN 6.0 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO
SOILS LOGGED BY:
SUSAN OSWALT PERCOLATION TEST PERFORMED BY: SUSAN OSWALT
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS W PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: