HomeMy WebLinkAboutSOUTHFORK WEST BLK 6 LT 1outhfork
West
Block 6
Lot 1
#078-031-10
Municipality of Anchorage
• Development Services Department o-
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 Page 1
of 3
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW030105 PID Number: 078-031-10
Name:
ERIK FREDEEN
Wastewater System: ■ New ❑ Upgrade
Address:
14741 TERRACE LANE * EAGLE RIVER, AK 99577
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 696-0011 Wk: 677-2601 3
O Deep Trench ■ Shallow Trench O Bed O Mound 13 Other
LEGAL DESCRIPTION
Sall Rating:
0.8
Total Depth from original grods:
GPD/S,.
F. 6.0 (MAX.) a
Block: Lot: Subdivision:
6 1 SOUTH FORK WEST
Depth to pipe bottom from original grads:
Grovel depth beneath pipe:
3.0
pt, 3.0 pt,
Township: — Range: — Section:
Ill added above original grade:
Grovel length:
—
SEE DWG. FL
66 tz
WELL: ■ New ❑ Upgrade
Gravel width:
5
Number of Iinm:
Dislanw between lines:
Ft.
1
— pL
Classification (Prwate. A,e,C):
Total Depth:
Cased To:
Total absorption arm:
Pipe material:
PRIVATE
61 rt
60.37 rt.
569 so. Pt
I D 3034/ F-810
Driller.
Date Dilled:
stat" water Lwei:
Installer.
Date Installed:
M—W DRILLING
9/1 003
19 Ft
TWEED EXC.
7/9-10/2003
Yield:
Pump Set At
calling Haight Above Ground:
20 GpN
I UNKNOWN a
2 tt
TANK
SEPARATION
DISTANCES
■Septic 0Holding 13S.T.E.P. C3 Other
To
From
Septic
Tank
Absorption
Fleld
LIR
Station
Holding
Tank
Publlc/PrNate
sewer Linea
M0"YfOCturor..
ORENCO SYSTEM
Capacity In gallons:
1500
Well
100'+
100'+
—
—
25'+
Material: FIBERGLASS
FIBERGLASS
M compartments:
2
Surface water
100'+
1oo'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Sin in gallons:
Llanufaclunr.
Foundation
5'+
10'+
—
—
—
'Pump on level at
ump o at:
Nigh water alorm at:
Curtain Drain
25'+
25'+
—
_
_
Pump Nab .I:
Electricol Inspeations performed by:
Remarks:
BENCH MARK
Lacatlon and Description:
BOTTOM OF TANK IN ST2
Assumed Elevation:
90.81
a
ENGINEER'S SE
OF
AQp
Inspections performed by: AKWWC, INC. Dates: 1st 7/9/2003
*�
..... ..............y"O�OO
2nd 7/10/2003
3rd 7/10/2003
ff
A. G rness:'0
Development S i s Department Approval
0�9s
Reviewed and app y roved b : Dote: T(°K
�d e�eo
4�� professio
ot`aa
(Rw. 12/07)
��O�ooaw
PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER:
SW030105 078-031-10
AKWWC, INC.
THp1—
AKWWC, INC.
S&S ENG.
TH#3—
I v \
S&S ENG. \ \
TH! \ \\
`1
DRAINAGE DITCH WITH
SURFACE WATER ,
ALTERNATE SITE WILL REQUIRE
THE USE OF AN ADVANTEX SYSTEM
NEW DRAINFIELD
'\ *S&S ENG.
\ TH#1
\\ \\ tt 100 FEET SETBACK TO SURFAI
TER IN DRAINAGE DITCFt
FCO
NEW E
1
1
\ 1
1
1
FCO
11.99
17.28
Sl
46.19
43.24
ST2
52.26
53.04
6131_1
53.32
54.68
6BL2
53.75
55.46
C01
50.52
62.84
MT1
50.66
62.70
CO2
114.57 117.28
MT2
112.76
115.51
\
\
1 \
\ m �
t �A
WA
\
\
—NEW 1500 GALLON /"'� —O '00
FIBERGLASS SEPTIC TANK
o r0 \s \ 1
GARNESS ENGINEERING GROUP, tid.
�. CONSULTANTS & GENERAL CONTRACTORS- am
DATE:
t \
\ I
WELL
A.J.G.
1 " = 40'
ERIK FREDEEN (907) 696-0011 1 2 OF 3 1 �A' ..
.......
__. n _ f Ziam ....
sr
SOUTH FORK WEST SUBDIVISION; LOT 01, BLOCK 06 1
YQ4s.' TU---.•
AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM 44�DOp40�oo=
PERMIT NUMBER: AS —BUILT DRAWING PARCEL ID NUMBER:
SWO30105 078-031-10
TOP OF TAP
- 96.17
INVERT C
= 95
FINAL GRADE =
FILTER FABRIC
MT CID 7//
FINAL GRADE _
IIS 96.85+
ORIGINAL GRADE _
/ 96.50 m HIGHEST POINT
OF TANK
96.23
ERT OF PIPE
= 95.23
T, S• ' :�F••:•:%r•_•r•.:
INVERT OF PIPE
• i•�ti a-+Vrii4••ii•i
yti�' � : y r�••�b�a••Mi4;
BOTTOM
• •RELATIVE ELEVATION
GROUNDWATER = 86.0;,
RELATIVE ELEVATION OF
OF TEST HOLE = 6
5/19.2004 o OF
DRAWN BY: O� �4 1
GARNESS ENGINEERING GROUP, Ltd. SCALE. A.J.G. Q
CONSULTANTS& GENERAL CONTRACTORS• �
3701 E. TUDOR ROAD, SUITE 101 •ANCHORAGE. AK 99507 `PHONE (907)337,6179 • Fm(907)338-3246
N.T.S. �...:...... ............
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q
ERIK FREDEEN (907) 696-0011 3 OF S"
QO,Je r G G rn rn s. -
LEGAL DESCRIPTION: O 9 795 az`G
SOUTH FORK WEST SUBDIVISION; LOT 1, BLOCK 6 04 s� o0
N
TYPE OF WORK:
PROFILE DRAWING OF SEPTIC SYSTEM INSTALLATION 440 °7'r°fession°�G
o O
��040000�n
M -W Drilling, Inc.
P.O. Box 110378 * Anchorage, AK 99511♦
•907-345-4000 ♦ 907-345-3287 Fax*
Job No.: 03-179 Project No.: N/A Permit No. SWO30105
Groundwater Well As -Built & LoQ
♦ Well Owner: Fredeen, Erik ♦ Use of Well:
♦Legal Description: Southfork West, Block 6, Lot 1
14741 Terrace Lane- F.anle River Alnslrn
Construction
Domestic -
♦Hole Depth: 61' ♦Casing Size: 6" ♦Cased To: 60.37' *material. A 53 Steel
*DrillMethod. Air Rotary
Perf.
♦ WeR Completion- Open end X Screen Per Method.
#Screen/Perforation description: None
♦Grout Notes: (2) Sacks- No. 8 bentonite granules
♦ Notes:
♦ Well Development. Method. Air surge Notes:
#Static water level (SWL) 19.05' (above) (below) top of casing (TOC).
♦ Well yield test at 20 gallons per minute (GPM)/ hour for I hours
with . 100% of drawdown (DD) from static level (SWL).
*method. Air lift
♦Date of completion: I O September 2003 *Pump install.
Well T.nn _
Depth in feet from
top
of casing.
Details of formations penetrated, size of material color and hardness.
0
TO
3
Casing stickup
3_.O_
T_
15
Boulder gravel— __--15
TO
28_
Clay: brown, gravelly — _— --- _ ---- 1—
_28
TO X37
Gravel: dam
37
-0
45
Gravel` sandy, wet_
45
TO
50
Cobbles: cla e ,dry _
_50
TO
60
Water gravel- 20 gpm, slightly silty — _
TO
TO
TO
TO
TO
-------_.._.
TO
TO
.
,,s
r,�
C -
TO
TO
TO
NWWA erFiiie3 Contractar-----'--"-
i
- it 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 / WATER SUPPLY PERMIT
Initial
Date Issued: Apr 30, 2003
Expiration Date: Apr 29, 2004
Permit Number: SW030105 Parcel ID: 078-031-10
Legal Description: S6uthfork West Block 6 Lot i
Design Engineer: 0041 AK Water & Wastewater Consultan Site Address: 14741 Terrace Lane
Owner Name: Erik Fredeen Lot Size: 87128 SQ. FT.
Owner Address: 14741 Terrace Lane Total Bedrooms: 3 Permit Bedrooms: 3
Eagle River, A 99577 -
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 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 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:
Issued By:
Date: 3d 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. ON - QE;% -If Permit Number SwO36/O.S
Property owner(s) ERIK FREDEEN Day phone 696-0011
vlailing address (1) 14741 TERRACE LANE W&IIIIIIIIIIINTIVWX
Mailing address (2)
Zip Code 99577
Legal description (Lot, Block & Sub'd.) LOT 1 BLOCK 6• SOUTHFORK WEST SUBDIVISION
Legal description (Section, Township & Range) N/A
Lot Size `�67 /2 2/ —
Acres4 q.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only
❑ Well Only ❑
Sewer and Well
❑ Water Storage ❑
Sewer Upgrade
N
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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.
Permit Fees:�r J� Waiver Fees:_
Date of Payment: 2-Z-03 Date of Payment:
Receipt Number: Receipt Number:
ALASKA WATER & WAE
CONSULTANTS, INC. =
February 18, 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 Septic Upgrade for Lot 1, Block 6; South Fork West Subdivision
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Several
testholes were excavated on the property in the area of the proposed septic system by S&S
Engineering and AKWWC, Inc. We are proposing to design the system around Th#1 & Th#2 of
AKWWC, Inc. We are proposing to install a 1000 gallon septic tank and a five -wide type
drainfield. 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 a combined application rate of 0.8
gallons/day/ftZ should be used.
2. TRENCH DESIGN:
a.
Percolation Rate: 3.6 & 24 minutes/inch
b.
Proposed Application Rate: 0.8 gallons/day/ft2
c.
Number of Bedrooms: 3
d.
Design Flow: 450 gallons per day
e.
Minimum Absorption Area: 562.5 ftZ
f
Total Depth: 5.5 feet (max.)
g.
Effective Depth: 3
h.
Width: 5 feet
i.
Reduction Factor: 0.58
j.
Minimum Length: 66 feet long
k
Effective absorption area = 569 ftZ
3. SURFACE WATERS: There is a drainage ditch running along west river drive. The
proposed septic system is to be install 100+ feet from the ditch.
4. TOPOGRAPHY: The area for the proposed drainfield is a 5%-10% percent slope running
approximately west to east; in short, there are no slope concerns.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
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
nnn. non«nn
E., M.S.
NOTE: A site plan drawing, a design drawing, 5 soils logs, and a 7 page construction
specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
PEC
SOUTH FORK NORTH
LOT 1, BLOCK
5/ D;CSE
6
I
\ `�
-----------------------
\ AKWWC, INC..
ALTERNATE SITE
\\ ��
TH#1
\ S&S ENG.. SOUTH FORK WEST S/D;
\
\ TH#1 LOT 10, BLOCK 4
AKWWC, INC, / p��
/
TH#2 JpG
li
S&S �2 G.
`� \
\
\ , \ PROPOSED SEPTIC SYSTEM
(SEE DESIGN, PAGE 2 OF 2)
S&S ENG.
TH#3
CURTAIN DRAIN
PROPOSED
3 BEDROOM
HOUSE
�/
\ '` '-- SOUTH FORK WEST S/D;
LOT 9, BLOCK 4
/�--'--��
C/)
)
DRAINAGE DITCH
\\\
`� ` (�\ \ SEPTIC
ARS
SOUTH FORK WEST 5/D;
LOT 2, BLOCK 6
G
A\ A
1
ALASKA WATER & WASTEWATER SCALE:
J.L.M.
CONSULTANTS, INC. 1" = 100
301 DEBARR ROAD, SUITE 28 ` ANCHORAGE, AK 99504 . PHONE (907)337-6179 - FAX (907)338-3246
-PARED FOR PHONE NUMBER: PAGE NUMBER:
ERIK FREDEEN 696-0011 1 OF 2
:AL DESCRIPTION:
SOUTHFORK WEST SUBDIVISION; LOT 1, BLOCK 6
'E OF WORK:
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
mulliffum
-7953
EXISTING
CUTAIN
NOTE: THE CONTRACTOR SHALL HAVE THE 1 \ 1
100 FEET SETBACK FROM THE DRAINAGE \
-DITCH AND THE 100 FEET SETBACK FROM \
THE OUTFALL FOR THE CUTAIN DRAIN \\ \
FLAGGED BY A REGISTERED LAND \ \
SURVEYOR PRIOR TO CONSTRUCTION
\ DRAINAGE DITCH WITH
SURFACE TATER
ALTERNATE SITE `
\\ PROPOSED IEEXCAVATE A
TRENCH THATHAT ISIS 5.5.5 FEET DEEP \
T \ MAXIMUM BY 5 FEET WIDE BY 66 FEET \ \
LONG. ADD AI FEET CLEAN, WASHED \
\ \ \ SEWER DRAINROCK. INSTALL TRENCH
C 29, \ \ PARALLEL TO SLOPE CONTOURS. `\ \
�.Sol
&TH CK ZO SOR HCE \\ \
AKWW C71NC.
4/7/2003
TH#3
COQ
S&S ENG.
DRAWN BY:
EXISTING
I
CUTAIN
SCALE:
DRAIN
AKWWC, INC.
4,TH#2
)9504 ' PHONE (907)337-6179 • FAX (907)338-3246
TH#2
PHONE NUMBER:
696-0011
2 OF 2
QO ' .� ff orn s:'
E 95 ^\�
/ISION; LOT 1, BLOCK 6,
\
\ �MSj/ —
INSTALL
0
0—
DOUBLE
'LEANOUTS
CO/
�j
LPIPE WITHIN 10
ROPOSED
5�i
FEETOF CURTAINDRAIN
U)
TO BE CAST IRON PIPE.
)O GALLON
ALL JOINTS TO BE
PTIC TANK
SHRINK WRAPPED.
S&S ENG.
4/7/2003
TH#3
COQ
DRAWN BY:
EXISTING
I
CUTAIN
SCALE:
DRAIN
1" = 40'
o°*
.......... .. ......... ...
)9504 ' PHONE (907)337-6179 • FAX (907)338-3246
6901 DEBARR ROAD, SUITE 2B . ANCI
REPAIRED FOR:
ERIK FREDEEN
=GAL DESCRIPTION:
SOUTH FORK WEST
—�\ 0
NOTE: DEPENDING ON THE
ELEVATION OF THE FOUNDATION, A
OF WORK:
1ESIGN OF PROPOSED WELL AND SEPTIC SYSTEM LOCATION
4/7/2003
0- q
W °
DRAWN BY:
& WASTEWATER
J.L.M.
SCALE:
ANTS, INC.
1" = 40'
o°*
.......... .. ......... ...
)9504 ' PHONE (907)337-6179 • FAX (907)338-3246
PHONE NUMBER:
PAGE NUMBER:
696-0011
2 OF 2
QO ' .� ff orn s:'
E 95 ^\�
/ISION; LOT 1, BLOCK 6,
OF WORK:
1ESIGN OF PROPOSED WELL AND SEPTIC SYSTEM LOCATION
NOTE: THE CONTRACTOR SHALL HAVE THE i
100 FEET SETBACK FROM THE DRAINAGE
DITCH AND THE 100 FEET SETBACK FROM
THE OUTFALL FOR THE CUTAIN DRAIN \ `
FLAGGED BY A REGISTERED LAND ` \\
SURVEYOR PRIOR TO CONSTRUCTION
t
AKWWC, INC.
TH#1-
AKWWC, INC.
INSTALL
DOUBLE
PROPOSED
1000 GALLON
SEPTIC TANK
S&S ENG.
TH#3 -
ALL PIPE WITHIN 10
FEET OF CURTAIN DRAIN /
TO BE CAST IRON PIPET
EXISTING
CUTAIN
ALASKA
ERIK FREDEEN
ALTERNATE SITE \
\ PROPOSED DRAINFIELD. EXCAVATE A
TRENCH THAT IS 5.5 FEET DEEP
10% \ MAXIMUM BY 5 FEET WIDE BY 66 FEET
LONG. ADD 3 FEET OF CLEAN, WASHED
\ \ \ SEWER DRAINROCK. INSTALL TRENCH ,-
\ PARALLEL TO SLOPE CONTOURS.
+$&TM#; G. CK TO SUR N
100 FES SES'
S&S ENG. `\ \ \ `\ `, 5
TH#2
GQ/ /
GE DITCH WITH
FACE WATER
NOTE: DEPENDING ON THE
ELEVATION OF THE FOUNDATION, A
\ GRINDER PUMP MAY BE REQUIRED.
1L DESCRIPTION:
SOUTH FORK WEST SUBDIVI;
OF WORK:
DESIGN OF PROPOSED WELL
4
VASTEWATERI J. SCALE: L M.
696-0011 1 2 OF 2
ION; LOT 1, BLOCK 6,
AND SEPTIC SYSTEM LOCATION
"Am
00 �F,......... 954
ALASKA
WATER & WASTEWATER
CONSULTANTS, INC.
... ...........
20 • ANCHORAGE, AIG 99504 • PHONE: 907 -6179 • FAX. • VANOM °Immwwm
6901 DEBARR
ROAD. SUITE
0
SOIL LOG - PERCOLATION TEST 0
"".
LEGAL
DESCRIPTION:
SOUTH FORK WEST SUBDIVISION; LOT 1, BLOCK 6, of Ga mess.
PERFORMED
FOR:
ERIK FREDEEN DATE: 696-0011 054. E-7953 �4`
Q
�4�ODdf'�ofessior°o�
(feeDEPt
ORGANICS TEST HOLE 1 DOop000�
1
5
2:56
-
SOIL CLASSIFICATIONS
-
GW ORG`N
AKWWC. � a +
3
30
_:> sem: GP ML INC. TH#1� JH#1 \-)a
1 1 4"
GM CL
\
4
GC OL 4H#2 o
°° •°° o SW MH \�
` c
5
SP CH 1 m
SM i OH TH#3 +_�AKWWC. \ /�
6
SC } INC, TH#2
7
GM/SM
wDEPTH TO GROUNDWATER DATE
/ SOME
B
ML LENSES 2/13/2003' 1�++,
THROUGHOUT
11.0DRY
(DENSER / 2/14/2003
9
DEPTH)w10.5' 2/17/2003 SITE PLAN
1 "=100'
10
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11
TIME (MINUTES) READING (INCHES)
12
2/14/2003 1 1:56 - 6" -
2 2:26 30 4 1 2" 1 1/2"
13
3 2:26 - 6" -
B.O.H.
4 2:56 30 4 3 4"` 1 1 /4"
14
15
16
17
16
19
PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20
A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS
LOGGED
BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 8 10
5
2:56
-
6"
-
6
3:26
30
4 3/4"
1 1 4"
ALASKA WATER & WASTEWXF!E
CONSULTANTS; INC.
8901 DEBARK RDAD, SUITE 28 " ANCHO ML AK 99504 " PHONE (907)337-0179 • FAX b " WEBSITE: akwwmw
IJVIL LVL7 — rLKI,.VLAIIVIV ILJII
LEGAL DESCRIPTION: SOUTHFORK WEST SUBDNISION; LOT 1, BLOCK 6,
PERFORMED FOR: ERIK FREDEEN DATE: 2/13/2003
DEPTH
(feet) z TEST HOLE 2
1 ORGANICS
7
rSOIL
NET TIME
(MINUTES)
WATER LEVEL
READING
CLASSIFICATIONS
`�
7NCKWWC.
, TH#1 H#1 A
6"
SOME ML
8
2:05
10
2 3/4-
LENSES
N
2:05
+ INC, TH#2
iGW
THROUGHOUT
•.
it I`
10
I\
(DENSER w/
I`
�1
IIIIIIIIIML
—
6"
r
10-
SITE PLAN
I
1 "=100'
2 3/4-
11
2:25
—
6"
II:111'GM
12-
CIL
10
3 1/4"
2 3/4-
13-
2:35
N/NNS
•
—
10
2:45
10
3 1/4-
/4"11
11
2:45
—
6"
—
12
IllilllllMIA
10
3 1/4-
2 3/4"
SPCH
•
y
i �IiF�i�L•:SC
7
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
GM/SM w/
`�
7NCKWWC.
, TH#1 H#1 A
6"
SOME ML
8
2:05
10
2 3/4-
LENSES
3
2:05
+ INC, TH#2
6"
THROUGHOUT
9
it I`
10
I\
(DENSER w/
I`
�1
2:15
—
6"
DEPTH)
10-
SITE PLAN
10
1 "=100'
2 3/4-
11
2:25
—
6"
—
12-
2:35
10
3 1/4"
2 3/4-
13-
2:35
—
6"
—
16-
17-
18—
161718
DEPTH
DEPTH TO DATE
GROUNDWATER
DRY 2/13/2003
12.0' 2/14/2003
10.5' 2/17/2003
vfA. �ess;
—7953
tcf
.....
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
`�
7NCKWWC.
, TH#1 H#1 A
6"
—
vfA. �ess;
—7953
tcf
.....
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
`�
7NCKWWC.
, TH#1 H#1 A
6"
—
2
2:05
10
2 3/4-
4"3
3 1/4-
3
2:05
+ INC, TH#2
6"
—
4
it I`
10
I\
3"
I`
�1
2:15
—
6"
—
6
SITE PLAN
10
1 "=100'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
2/14/2003 1
1:55
—
6"
—
2
2:05
10
2 3/4-
4"3
3 1/4-
3
2:05
—
6"
—
4
2:15
10
3"
3"
5
2:15
—
6"
—
6
2:25
10
3 1/4-
2 3/4-
7
2:25
—
6"
—
8
2:35
10
3 1/4"
2 3/4-
9
2:35
—
6"
—
10
2:45
10
3 1/4-
/4"11
11
2:45
—
6"
—
12
3:55
10
3 1/4-
2 3/4"
PERCOLATION RATE 3.6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 4i