HomeMy WebLinkAboutT15N R1W SEC 5 LT 115T15N RIW
Lot 115
051 -082-33
Conditional Approval"
C) � e 1-\, a� ��q,
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Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite - (907) 343-7904
ON -SITE WATER AND WASTEWATER INSPECTION REPORT
Permit Number: OSP111010 PID Number: 051-082-33
Name:
GABE THOMPSON
WASTEWATER SYSTEM ❑x New ❑ Upgrade
ABSORPTION FIELD
❑ Deep Trench ❑ Shallow Trench 0 Bed ❑ Mound
❑ Other
Address
PO BOX 210983 *ANCHORAGE, AK 99521
Phone
916-616-5769
Number of Bedrooms
4
Soil Rating
0.7 GPD/SF
Total depth from original grade
SEE DWG. Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
SEE DWG. Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
- - 115
Fill added above original grade
SEE DWG. Ft.
Gravel length
58 Ft.
Township Range Section
15N 1 W 5
Gravel width
15 Ft.
Beds: Number of Lines
3
Distance between lines
5 Ft.
WELL (from logs/tests) ❑ New ❑ Upgrade
Classification (Private, A, B, C)
NOT YET DRILLED
Total Depth
- Ft.
Cased to
- Ft.
Total absorption area
870 FF
Number of trenches
1
Dist, between trenches
- Ft.
Driller
-
Date Drilled
-
Static Water Level
- Ft.
TANK ❑ Septic M
S.T.E.P. ❑ Holding ❑ Other
Manufacturer
ANCHORAGE TANK
Capacity
1500 Gal.
Yield
- GPM
Pump set at
- Ft.
Casing height above ground
- Ft.
Material
STEEL
Number of compartments
2
Water quality testing Coliform - Col/100mL
Arsenic - ug/L Nitrates - mg/L
LIFT STATION
Manufacturer
ANCHORAGE TANK
Capacity
1500 Gal.
SEPARATION
DISTANCES
To
From
Septic
Tank
Absorption
Field
Lift Station
Holding
Tank
Sewer
Line
Pump on level at
- in.
Pump off level at
- in.
High water alarm at
- in.
Well
N/A
N/A
N/A
-
N/A
Surface Water
1 00'+
1 00'+
1 00'+
-
NA
Pump make and model
Electrical Inspections performed by
Lot Line
5'+
10'+
10'+
-
Foundation
N/A
N/A
N/A
-
PIPE MATERIAL SCH 40
Curtain Drain
N/A
N/A
I N/A
-
BENCH MARK Assumed elevation
Remarks:
*ELECTRICAL INSPECTION TO BE DONE
Location and description
BOTTOM OF S.T.E.P. TANK
SPRING 2012 AFTER HOUSE IS BUILT. -AP C-;_!T-r13
Installer RPC CONSTRUCTION Inspection 15' 5/25/11
dates:
Inspector GARNESS ENGINEERING 2"' 5/27/11
En
F
4 � `*
........... ..............._— .................
,�a ...... ....
eqr y Ar. er Gayness; W
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COMMUNITY DEVELOPMENT DEPARTME T APPROVAL
Conditional Approval: Date
/fl _
Approved I Date � 1�►��'o~•b�22�n
A pp ��,
\\Geg1\gegfiles\TOWNSHIP, RANGE\T15N, R1 W\SECTION 5\LOT 115\ASBUILT PACKAGE\Inspection Report Form (2).doc
PERMIT NUMBER: AS _BUILT DRAWING PARCEL ID NUMBER:
OSP111010 051-082-33
A
B
ST1
66.67
62.42
ST2
59.96
53.89
MH
58.59
52.10
MT1
30.36
39.07
MT2
21.90
30.96
MT3
74.50
36.73
MT4
71.03
29.83
RESERVE SITE
(ADVANCED TREATMENT)
TH#3
�VbkA IS
1" = 40'
-43.
MT4--------
MT3 MT1
NEW DRAINFIELD--
CONFIRMATION TESTHOLE—/
(SEE ATTACHED SOIL LOG
AND PERK TEST DATA)
NEW 1500 GALLON-
S .T.E.P. TANK
/ PROPOS
C WELL
I SHED D
I
I TH#1 TH#2
1 RPp1QS
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS • • • •
3701 E. TUDOR ROAD, SURE 101 ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX 907)33a-3246 • WESSRE: www. a ..ngln«ring.com QO. _ • . • • ' ey �A.`'•-Gar
PREPARED FOR: PHONE NUMBER: PAGE gNUMBER: 0
GABE THOMPSON 916-616-5769 2 OF 3 Q , l
..
`
LEGAL DESCRIPTION: DRAWN BY: CE-7 53 09• '• •' .�c�G
T15N, R1 W, SEC 5, LOT 115 PNB �Z aJ• �,a�
TYPE OF WORK: DATE: �4od pro f e5Sioroo=x
ASBUILT DRAWING 6/9/11 DO�000��
(Rev.01105)
I PERMIT NUMBER: AS —BUILT DRAWING PARCEL ID NUMBER:
- OSP111010 051-082-33
TOP OF TANK —
AT INLET = 93.47
INVERT OF BUNG
AT INLET = 92.84
IVEGETATION TO BE DONE SPRING 2012.
TESTHOLE
SLOPS
3y�
TOP OF SAND •
= 96.40 (AVG.)
BOTTOM OF BED
= 94.40 (AVG.)
FINAL GRADE _
98.12-98.40
ST1 ST2 MH
INSULATION
NEW 1500 GALLON
S.T. E. P. TAN K
-FINAL GRADE
= 99.66-99.91
RELATIVE ELEVATION OF BOTTOM OF
TESTHOLE = 87.90 (GROUNDWATER ® 92.20)
5' WI
INSULATION
—FILTER FABRIC
TOP OF TANK
AT OUTLET = 93.47
ORIGINAL GRADE
= 95.40
HIGHEST POINT
-INVERT OF DISTRIBUTION LINE = 96.97 (AVG.)
THE DISTRIBUTION LINE IS 1.25 INCH PVC WITH
INCH HOLES SPACED 52 INCHES ON CENTER.
(13 HOLES PER LATERAL/39 HOLES TOTAL.
•/ I
GARN-ESS E-N GIN-EERING GROUP, Ltd. p 4,
CONSULTANTS & GENERAL CONTRACTORS ...... • • • • • • • • • •. • • • • • • • • •
3701 E. TUDOR ROAD, SURE 101 - ANCHORAGE. AK 99507 • PHONE (907)337-8179 • FAX (907)338-3248 WEBSRE: "W.9—nginesrtng.com
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: � • • • • • • •'• •, • • • • ��
GABE THOMPSON 916-616-5769 3 OF 3 ODO of r A." G ness.*
CE-79
LEGAL DESCRIPTION: DRAWN BY: OO,D� '• •c�G
T15N, R I W, SEC 5, LOT 115 A.J.G.
TYPE OF WORK: DATE: �Q dp�ofessiono� o
PROFILE DRAWING 6/9/11
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WE8SIfE: gomeeeengineering.com
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: T15N, R1W, SECTION 5; LOT 115
PERFORMED FOR: GABE THOMPSON DATE: 5/13/2011
DEPTH ���� ORGANICS
(feet) �� ��• CONFIRMATION TEST HOLE
SOIL
CLASSIFICATIONS
2
ORG
GP—SP
+
GP
ML
...
4
���.':�::.•:
GC
OL
. 0
H2O ® 4'
0 000 o c
SW
MH
see
SP
CH
SM
OH
6
"::.•:
SC
B.O.H.
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH TO
GROUNDWATER
DATE
4'
5/13/2011
3.2'
5/25/2011
SCALE:
1 " = 100,
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/13/2011
1
+0 MIN
—
6"
—
2
+9 MIN
9
0"
6"
3
+9 MIN
—
—
4
+18 MIN
9
0"
6"
5
+18 MIN
—-
6
+27 MIN
9
0"
6"
7
+27 MIN
—
4 0l
—
8
+36 MIN
9
0"
6"
9
+36 MIN
—
V' 6.01
—
10
+45 MIN
9
0"
6"
11
+45 MIN
—
te &.0/'
—
12
+54 MIN
9
0"1
6"
PERCOLATION RATE 1.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 1.0 FT. AND 2.0 FT.
20 ' I A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES E NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
(-nMMFNIT�-
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1i
181 `
SUL
--LIVAN WATER WELLS
Oomestl, Commercial Geothermal
Phone 907-666-2759
WWW.%oiilvenwatorwel1% c0m
Well Log
Permit Nutnber: OSP 111010 Date of Issue 2J1412011 Parcel Identification Number: 05108233000
Date Started: 8192011 Date Completed: 8/512011 Is well located at approved permit location? X files No
Prapem Description T15N R1W SECS Lot 115 Block NONE Section: Town. Range
Property Owner Name & Address: GABE THOMPSON
PO BOX 210983 ANCHORAGE, AK 99521
Borehole Data: Depth
Method of Drilling ;X air rotary cable tool
Soil Type. Thickness & Water Strata From To
Casing type:
Casing Stickup 0 2
Wall thickness 0.25 inches
Diameter 6 inches Total: 159 feet
Overburden 2 4
Liner type:
Sand & Gravel W/Boulders 4 8
Diameter 4.5 inches Amount: 1110 feet
Silt Sand Gravel W/Clay 8 35
Casing stick-up above ground: 2 feet
Static Water Level(from top of casing) 38 feet
Clay & Gravel 35 66
Clay 66 139
Pumping Level: feet after
1 hours pumping gpm
Silt &Sand W/Gravel 139 147
----
Recovery Rate 30 gpm
Sandstone 147 181
— —
Method of Testing: Air
Sandstone W/Gravel 181 232
Well Intake Opening Type
Sandstone 232 240
IJ Open End X Open Hole
n Screened Start feet Stopped feet
( I Perforations Start feet Stopped feet
Grout Type: Bentonite dry granular volume: 100 Pounds
Depth 44 Starl 0 feet Stopped 4a feet
Pump Intake Depth: tees
Pump size: HP brand name
Well disinfected upon Completion:' X Yes NO
Method of disinfection CHLORINE 50 PPM
Comments:
Water Sample Results:
Arsenic: O ug/I
Well Driller:
Cole Sullivan
Nitrates (&b Ing/I
Sullivan Water Wells
Total Coliform bacteria ( �I v4 utlonies/ I tlUnll ,
P O. Box 670272
%�
Chugiak, AK 99567
Other bacteria:
1907)688-2759
Attention: The property owner shall provide this log to DSD (onsite) iutd DNR within 30 days of completion.
MUNICIPALITY OF ANCHORAGE
"! Phone:907-343-7904
Development Services Department Fax: 907-343-7997
On -Site Water & Wastewater Section
Pump Installation Log
NN'ell Drilling Permit Number:
Parcel Identification Number: - -
Date of Issue: -
Lot Property Owner Name & Address:
Legal Description Block
�,Zo9S9 /�ir�:lt�r�'�'a s�x� r�. G-ctb-rie,( Tha�Ps"✓
Pump Installation Date: E - .r - /
Pump Intake Depth Below Top of Well Casing: 232 feet
Pump Manufacturer's name: f��N��-tiecli i�-
Pump Model: to TS
1'u mp Site: hp
�
Pitless Adapter Burial Depth: feet __
Pitless Adapter manufacturer's Name:
Pitless Adapter Installer: W� /-er
Nell Disinfected Upon (,ompletion? jj�-Yes 0 No
Method of Disinfection:
Comments:
Pump Installer Name:
Company:
Mailing Address: f c)
City:
State: -Zip:
Attention: The pump installer shall
HOUSE DETAIL
Scale: 1 " = 30'
— N 90'00'00"E 330.10'
z o
o �
o SEPTIC
:9 189.6' HOUSE CLEANOUTS
\ rev DETAIL
\ in
\ rn SEPTIC
\ 37.9' MANHOLE
GRAVEL DRIVEWAY \
\ / 0
O
� o
ti
Lot G I 1 t 9 GARAGE m JJS
\ 0
0O 1.911 Acres POLE SHED NN
W L O
A2, I �O O
\ G s o
m
N
004 ,�.
COVERED N m
O� SHIPPING \ O � CONTAINER \ �
r
SOUTH BIRCHWOOD \ 50' 6LM RIGHT—OF—WAY
a
LOOP ROAD RESERVATION (PER DEED)
\ N 90'00'00"W 114.14'
I
NOTES: GROUND LEVEL IMPROVEMENTS SHOWN ARE APPROXIMATE. DATE OF SURVEY: 03 JUNE 2026
PLOT PLAN —_ AS BUILT X SCALE 1" = 50' GRID NW 1457 Pro]ect No J26-106 Al
P.O. Box 210005
Lang & Associates, inc. Anchorage, Alaska 99521-0005
Professional Land Surveyors (907) YC� angsu ve com QoF '� 4 k4p surve g Y• O P S �O
I herebycertify that I have surve ed the following described Y Y 9 property: * ��
Lot 115, Section 15, T15N R1 W Seward Meridian, Alaska —
Anchorage Recording District, Alaska, and that the improvements situated thereon are""" "' "" "' "" ""'Q
within the property lines and do not encroach onto the property adjacent thereto, that Q
no improvements on the property lying adjacent thereto encroach on the surveyed .. "' ....... ....... ..
premises and that there are no roadways, transmission lines or other visible 0.
easements on said property except as indicated hereon.
J/J Z � �Fo ' .LS-9944.••' logo
Dated this the Day of — _, _ at Anchorage, Alaska Op4 ,oRo'' �NpGv
04 oo'
It is the responsibility of the owner to determine the existence of any easements, FfSSIONA-
�Opppoo�
covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963
On -Site Water & Wastewater System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP111010
Tax Code Number: 05108233000
Work Type: WellSeptic Initial
Permit Effective Dates: February 14, 2011 to February 14, 2012
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: T1 5N R1 W SEC 5
Site Legal Address: T15N R1W SEC 5 LT 115 G:1457
Owner/Address: THOMPSON GABRIEL A & SARAH R
PO BOX 210983 ANCHORAGE AK 995210983
Site Mailing Address: 20959 BIRCHWOOD SPUR RD, Chugiak
This permit is for the construction of:
Lot Size in Sq Ft
Total Bedrooms:
72850
3
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions:
The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation
test. The Engineer needs to do an additional percolation test prior to the construction of the septic
field. Please submit stamped and signed results with the As -built Inspection Report. If the results
require a design change, construction of the system will stop pending On -Site review and
approval. AMC 15.65.060.B.3
Received
Issued By
By Date:
Date: //
MUNICIPALITY OF
Community Development Department
Development Services
On -Site Water & Wastewater Program
Parcel I.D. 051-082-33
ANCHORAGE
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Phone: 907-343-7904
Fax: 907- 343-7997
Property owner(s) GABE THOMSON Day phone 916-616-5769
Mailing address PO BOX 210983 *ANCHORAGE, AK 99521-0983
Site address 20959 BIRCHWOOD SPUR *CHUGIAK, AK
Legal description (Sub'd, Block & Lot )
Legal description (Township, Section & Range) T1 5N, R1W, SEC 5, LOT 115,
Lot Size 72 X50 Sq.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR:
(Nall that apply)
Absorption Field
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
THIS APPLICATION IS AN:
Initial 0
Upgrade ❑
Renewal ❑
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
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.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permiti#s-Fees: Y� �� Leh Waiver Fees:
Date of Payment: c� °� Date of Payment:
r --
Receipt Number: Cil'(C �JJ Receipt Number:
Permit No. r I U I C Waiver No.
(Rev. 01/11)
GARN ESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
February 7, 2011
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Initial Septic System for T15N, R1W, Sec 5, Lot 115 r
To whom it may concern:
The referenced property is currently vacant. The owner is proposing to build a 3 bedroom house that will
be served by a private well and septic system. We are proposing to install a 1500 gallon S.T.E.P. tank and
bed type drainfield. Attached are a site plan and a design drawing showing the proposed septic system.
Three test holes were excavated on the property. The drainfield will be designed around the 30 foot radii
of test hole #3 and a confirmation test hole which will be dug during construction. Comments regarding
the design are summarized as follows:
1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns.
4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography below the
drainfield is relatively flat. In short, there are no slope concerns.
We are unaware ofd any adverse impacts this installation would have on adjacent wells or septic systems.
If you have ny qustions, please contact us at 337-6179. Thank you for your assistance.
f
Sink rely,
.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, two detail drawings, and two soil logs, which
are all part of the design package for this septic system. (Contact G. E. G. Ltd. for 7 page construction
specification letter)
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
6G1
T15N, R1W, SECTION 5;I T15N, R1W, SECTION 5;
LOT 113 LOT 112
PROPOSED SEPTIC SYSTEM
e
e
e\-/`--* ------
ALTERNATE SITE -/r=
e
\� � _100° WEI I RADLUc
#
T15N, R1 W, SECTION 5; e TH 1 TH#2
LOT 114 \O
\1o
ee PRC
e v
e
e `
e
BIRCHWOOD_ LOOP
e I
-----------------------
AWN
-- --------- AWN S/D; DANIEL S/D; \ \
LOT 2 LOT 1
\ e
N \ \
\ e
SCALE: \ \
1" = 100° \\ e
GARNESS ENGINEERING GROUP, Ltd
CONSULTANTS & GENERAL CONTRACTORS
701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 PHONE (907)337-6179 • FAX (907)338-3246 WEBSRE: w .gom""ngineering.wm V
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
GABE THOMSON 916-616-5769 1 OF 3
LEGAL DESCRIPTION:
T15N, R1 W, SEC 5, LOT 115,
TYPE OF WORK:
SITE PLAN
PNB
2/7/2011
7
� W
I Rq
I
I
115N, R1W, SECTION 5;
LOT 111
-PROPOSED
3 BEDROOM
HOUSE
T15N,e)21W, SECTION 5;
�OT 116
1
I PGP
J
i
i
SED
0
BLAIR AVENUE
T15N, R1W, SECTION 8;
LOT 6
-.Jeff - A.'`S�grnjss:
E--79 311
rP'1 ° ° ° 2117 • �°o
�D��pr o f e s slOvill.
° 0
9
-.Jeff - A.'`S�grnjss:
E--79 311
rP'1 ° ° ° 2117 • �°o
�D��pr o f e s slOvill.
NUMBER OF BEDROOMS: *3
GALLONS PER DAY (GPD): 450
PERCOLATION RATE/S: <1
PROPOSED APPLICATION RATE: 0.7
MINIMUM DRAINFIELD SQ.FT.: 643
DRAINFIELD DESIGN:
FSIZED FOR 4 BEDROOMS
MAXIMUM DEPTH: 1'
WIDTH: 15'
LENGTH: 58'
M.O.A. APPROVED SAND FILTER: 2'
EFFECTIVE: 0.5'
REDUCTION FACTOR: N/A
ACTUAL SQ.FT.: 870
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
PROPOSED DRAINFIELD: EXCAVATE A BED THAT IS 1 FOOT DEEP MAXIMUM
BY 15 FEET WIDE BY 58 FEET LONG. REMOVE ALL ORGANICS THEN ADD
2 FEET OF M.O.A. APPROVED SAND FILTER AND THEN ADD 0.5 FEET OF
CLEAN, WASHED SEWER DRAINROCK. THE DISTRIBUTION LINES ARE TO BE
1.25 INCH SCH. 40 PVC WITH 1/4 INCH HOLES DRILLED 52 INCHES ON
CENTER (39 HOLES TOTAL, 13 HOLES PER LATTERAL).-\
ALTERNATE SITE WILL
REQUIRE THE USE OF
AN ADVANCED 0
TREATMENT SYSTEM
A CONFIRMATION TEST
`^ HOLE IS REQUIRED PRIOR
10 / TO CONSTRUCTION
CONDITIONS OUTLINED.' PROPOSED 3
• ;" BEDROOM HOUSE
RESERVE SITE DESIGN CRITERIA:
NUMBER OF BEDROOMS: *3 •'` •' `'"
GALLONS PER DAY (GPD): 450 •, �.� �,•,:: •y• :;•
PERCOLATION RATE/S: <1
PROPOSED APPLICATION RATE: 5.0 {'y'• +•
MINIMUM DRAINFIELD SQ.FT.: 120
*SIZED FOR 4 BEDROOMS
DRAINFIELD DESIGN: _
MAXIMUM DEPTH: 1' I
WIDTH: 5' •' `."
LENGTH: 24'
M.O.A. APPROVED SAND FILTER: 2'
EFFECTIVE: 0.5' ; '.•:; _ •'< :';• `.
REDUCTION FACTOR: N/A I •' '�
ACTUAL SQ.FT.: 120 "
ii�0\115
S�4 NOTE: THE CONTRACTOR
SHALL HAVE THE NORTH & \
EAST LOT LINES, AND ALL \
WELL RADII FLAGGED BY A
.9 REGISTERED LAND SURVEYOR
O PRIOR TO CONSTRUCTION. \
WELL
TH#2
N
SCALE:
0
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-8179 • FAX (907)338-3248 WEBSITE: www.gameeeengineering.00m r
PREPARED FOR: PHONE NUMBER: PAGE NUM ER: ......••••
GABE THOMSON 916-616-5769 2 OF 3 /
Q� ••Jef,�F�'e�y A. � mess.,•
LEGAL DESCRIPTION: DRAWN BY: Q m CE -7 53 \c�G
T15N, R1W, SEC 5, LOT 115 PNB
ol p 1 ff o� F,co
TYPE OF WORK: DATE: QO4OOes ioo(\
INITIAL WELL & SEPTIC DESIGN 2/7/2011
58 FEET
F-- — — — — — — — — — — — — — — — — -
p MT
0
OMT
L -FROM THE DISTRIBUTION LINES ARE TO BE 1.25
S.T.E.P. TANK INCH SCH. 40 PVC WITH 1/4 INCH HOLES
DRILLED 52 INCHES ON CENTER (39 HOLES
TOTAL, 13 HOLES PER LATTERAL).-
TOPSOIL & SEED
oQF FINAL GRADE
5�
2'+ OF
0.5
THE DISTRIBUTION LINES ARE TO BE 1.25
INCH SCH. 40 PVC WITH 1/4 INCH HOLES
DRILLED 52 INCHES ON CENTER (39 HOLES
TOTAL, 13 HOLES PER LATTERAL).
53' LONG LATERALS
1
--------S
MT1
2.5
FEET
I
FEET
3
I45.0 w
FEET
2.5
---- MTO I FEET
LATION
ER FABRIC
INSTALL PLYWOOD AND
VISQUEEN BOX AROUND
PERIMETER WITH BRACING
1 FEET DEEP MAXIMUM
AT ANY POINT
-L 0
G ERNESS E1GINEERINCGROUP, Ltd.oo��'•
p* �-9 •��
CONSULTANTS & GENERAL CONTRACTORS p• • • • • • • • • • • 1 • r• • • • • • • • • • • •
3701 E. TUDOR ROAD. SURE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-8179 • FAX (907)338-3248 • WEBSRE:—.gemeeeengineering=m r
PREPARED FOR: PHONE NUMBER: PAGE NUMBER' •�•• •• ......••
GABE THOMSON 916-616-5769 3 OF 3 OO f re A. ar ess.
LEGAL DESCRIPTION: DRAWN BY: Q49 E-79 �c�G
T15N, R1 W, SEC 5, LOT 115 PNB
TYPE OF WORK: DATE: �DOOOOOp00o'�
BED DETAIL 2/7/2011
AI -,.AS KA «'rXl.' R & 'NvAs'rlA' N/rXr R
CONSULTANTS, INC.
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 ' PHONE (907)3,37-6179 ' FAX (907)338-3246
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: T15N, R1W, SECTION 5; LOT 115
PERFORMED FOR: DOUG BARKER DATE: 6/24/2002
DEPTH ---
(feet) ORGANICS TEST HOLE #3
2
;:.. .
5.5'
6/24/2002
3.3'
Few
3.3'
7/1/2002
I�IIIIIII
5/19/2003
0"
6"
3 —
—
6"
—
4 —
•
:'.�'�:1
6"
111111111
—
'9m
—
4—
•i':"::••:
0"
6"
� e.§4,
GP
5-
::..:.:��•
6
8 B.O.H.
9-
1011 10-
11
12-
13-
14-
15-
16
213141516
17
18-
19— PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA
TEST RUN BETWEEN 0.5 FT. AND 1.5 FT.
20 A PRESOAK WAS PERFORMED: E YES ❑ NO
DEPTH TO
GROUNDWATER
DATE
5.5'
6/24/2002
3.3'
Few
3.3'
7/1/2002
I�IIIIIII
5/19/2003
0"
6"
3 —
—
6"
—
4 —
•
:'.�'�:1
6"
111111111
—
'9m
—
MORO
4
0"
6"
� e.§4,
DEPTH TO
GROUNDWATER
DATE
5.5'
6/24/2002
3.3'
6/27/2002
3.3'
7/1/2002
4.1 '
5/19/2003
TH.#3
S `Sti'wl i�.
' Y.r
TH#1 TH#2
SITE PLAN
1 "=100'
DATE READING CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/24/2002 1 —
—
6"
—
2 —
4
0"
6"
3 —
—
6"
—
4 —
4
0"
6"
5 —
—
6"
—
6 —
4
0"
6"
6 (INCHES)
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS S PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ,=
May 26, 2004
Ali icipality of Anchorage
Mark Begich, Mayor
Bttilding Safety Dh isiotl
P.O. Box 196GW •-1.700 Bragaw Strcct
Anchorage, Maska 99519.6650 • (907) 343.5301 • Fax (907) 343.5200
littp://mxiv.niuiii.org
Doug Barker
3216 Lee Street
Anchorage, AK 99504
Subject: On -Site Water and/or Wastewater Permit.
Permit Number: S W030164
Legal Description: $'15N R1 W Sec 5 Lot -115 SE -1/4.•
Dear Mr. Barker:
An On -Site Water/Wastewater Permit, number SW030164, issued by this office for a single-family
system, will expire on June 1, 2004 This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to
this office for review, approval and documentation. This as -built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As -built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit for a second year may
be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of
the original permit.
When applying for anew permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
/Sincerely,
'
�./GC•t�/ I �C� .
Dan Roth, P.E.
Program Manager
On -Site Water and Wastewater Program
Enc: Copy of permit
J
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
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW030164
Legal Description: T15N R1 W SECTION 5 LOT 115 SE 1/4
Design Engineer. 0041 AK Water & Wastewater Consultarr
Owner Name: Doug Barker
Owner Address: 3216 Lee Street
Anchorage , AK 99504 -
Date Issued: Jun 02, 2003
Expiration Date: Jun 01, 2004
Parcel ID: 051-082-33
Site Address: 3216 Lee Street
Lot Size: 72850 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
❑✓ Disposal Field Ej 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.
5. The following special provisions.
THE SAND USED IN THE FILTER LAYER MUST BE A CLEAN COARSE SAND WITH 4% OR LESS PASSING THE
#100 SIEVE AND 2% OR LESS PASSING THE #200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED ON THE
SAND USED OR OBTAINED FROM AN APPROVED SOURCE.
Received By:
Issued By:
Date:6 Lo3
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. 051-082-33 Permit Number S W0,3016
Property owner(s) DOUG BARKER Day phone 337-4910
Mailing address (1) 3216 LEE STREET • ANCHORAGE. AK
Mailing address (2)
Legal description (Lot, Block & Sub'd.) N/A
Legal description (Section, Township & Range)
Zip Code 99504
Lot Size It $50Acres/Sq.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR: 5I°�
Sewer Only ❑�� a Well Only ❑
Sewer and Well s.(�Water Storage ❑
Sewer Upgrade
Ko
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.
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
Permit Fees: $550' —
Date of Payment: 5.2Z. 03
Receipt Number. 1
Waiver Fees,
Date of Payment:
Receipt Number.
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
May 20, 2003
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Well and Septic Design for T15N, R1 W, Section 5; SE '/4 of Lot 115
To whom it may concern:
The proposed house is to be served by a private well and septic system. Test holes were
excavated on the property. The proposed septic system will be designed around the 30 foot
radius of test hole #3. We are proposing that a 1250 gallon S.T.E.P. tank and a bed type
drainfield be installed. The well is to be drilled as shown on the site plan. Comments regarding
the design are summarized as follows:
1. SOILS: Attached is three soil logs which show the soil classifications, groundwater
monitoring, and the percolation test results.
2. PRESSURIZED BED DESIGN:
a.
Percolation Rate: <1 minutes/inch
b.
Allowable Application Rate: 0.7 gallons/day/ft2
c.
Number of Bedrooms: 3
d.
Design Flow: 450 gallons per day
e.
Minimum Absorption Area: 643 R2
f.
Total Depth: 1 feet (max.)
g.
M.O.A. sand filter: 2+ feet
h.
Effective Depth: 0.5 feet
i.
Width: 15 feet
j.
Reduction Factor: N/A
k.
Minimum Length: 45 feet long
1.
Effective absorption area = 675 ft2
Note: The distribution line is to be 1.25 inch sch. 40 pvc with'/4 inch holes spaced 52 inches on
center (10 holes per lateral/ 30 holes total).
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507
Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: akwwc.com
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPIIY: The area around the proposed drainfield is relatively flat. 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 y u have any questions, please contact me at 337-6179, or 244-9612. Thank you
for your assistAnge.
P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, a bed detail drawing, 3 soils logs, and
a 7 page constntction specification letter which are all part of the design package for this septic
system.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwc.com
T15N, R1W. SECTION S;
LOT 113
T15N, R1W. SECTION S;
LOT 114
61:�
715N, RiW, SECTION S;
LOT 112
PROPOSED SEPTIC SYSTEM
(SEE DESIGN PACE 2 OF 3}-\,
WELL
---moi
I__51KHKQQD -L49 --B-QA -----
-----}-----------
SHAWN S/0;
LOT 2
DANIEL S/D;
LOT 1
I
6N, R1W, SECTION S:
LOT 111
BEDROOM----
HOUSE
SITE
715N, RiW, SECTION S;
L07,.1µ'1116^/
Tz T+/2
BLAIR AVENUE
I
I
i
DATE
5/20/2003
DRAWN BY:
ALAS IU WATL'R & WAS TL'WATI:R SCALE:Z,T.G.
CONSULTANTS. INC. 1 • = 1 GG,
3101 F TIAM POAD. S01TF 101 • ANCHMAGF, AK O0507 • PNONF (001)10-6110 • FAX (OOINSM0A6
PREPARED FOR PHONE NUMBER: PACE NUMBER:
DOUG BARKER 266-8366 1 OF 3
LEGAL DESCRIPTION:
T15N, RiW, SECTION 5: SE 1/4, LOT 115
TYPE OF WORK
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION
TiSN, R1W, SECTION 6:
LOT 6
S,... (. JY.f......J........0
PROPOSED DRAINFIELD. EXCAVATE A BED THAT IS I FOOT DEEP MAXIMUM
BY 15 FEET WIDE BY 45 FEET LONG. REMOVE ALL ORGANICS THEN ADD
2 FEET OF M.OA APPROVED SAND FILTER AND THEN ADD 0.5 FEET OF
CLEAN, WASHED SEWER DRAWROCK. THE DISTRIBUTION LINES ARE TO BE
1.25 INCH SCH. 40 PVC WITH 1/4 INCH HOLES DRILLED 52 INCHES ON
COTTER (30 HOLES TOTAL. 10 HOLES PER LATTERAL).
PROPOSED 1250 GALLON
TAN 4.1
S.T.C.P.
PROPOSED
WELL
JA
INSTALL FOUNDATION
CLEANOUT
ALTERNATE SITE WILL REQUIRE
THE USE OF AN ADVANTEX
TREATMENT SYSTEM
6/1'
1po
7H#2
cl
0
00 10
NOTE: THE CONTRACTOR SHALL
HAVE
NORTH LOT LINE FLAGGED BY A REGISTERED
LAND SURVEYOR PRIOR TO CONSTRUCTION.
.1po
DATE:
5/20/2003
DRAWN BY:
Z.T.G.
3=
ALASKA WATER &WASTEWATER
S. INC.
1" = 40'
3701 F TUMQ ROAM StflTF 101 • ANCHORAOF, AK 99507 - �(INF ("7)557+10 -FGR (907)359-3?,6
O.
PACE NUMBER:
PREPARED FOR: PHONE NUMBER:
.. ..
..... ....
DOUG BARKER 266-8366
2 OF 3
of r A G me
3
LEGAL DESCRIPTION:7
T15N. RlW, SECTION 5; SE 1/4, LOT 115
.........
DOpp000
TYPE OF WORK:
LOCATION
PROPOSED WELL AND SEPTIC SYSTEM
0.3
IS FEET LONG
�2.3
o ----------------------------------poi
FEET
I
1 I
I i
5.0
I 4
I
I
( 1 5.0 h
I I --�
I 1
I OMT ------"_'oma -5
L ----------------------------
THE Dt=IBLRION LINES ARE TO BE 123
WCH SCH. 40 PVC WITH 1/4 INC/ HOLE:
DRILLED 32 WOES ON CENTER (30 HOLE
TOTAL, 10 HOLES PER LATfERAU.—
THE DISTRIBU110N LINES ARE TO BE 125
INCH SCK 40 PRC WITH 1/4 NCH HOLE.
DRILLED 52 LACHES ON CENTER (30 HOLE
TOTAL 10 HOLES PER LATTERAL)—
AIASFA NVATER & NVASTEIVATER
CONSULTANTS, INC.
101 F TMID FOLD. SIIITF 101 • Aw.00ftGF. AG 00301 • Fu F f001)3s?- 170 • FAX (0011338-3m
NSTALL PLYWOOD AND
VISOUEEN BOX AROUNE
PERIMETER WITH BRACW
FABRIC
k `'•`t%:"• �'�`a`` `i:» 1 FEET DEEP MAXIMUM
n:•. i': �;:•v'.<�.-•`_'�"ti :� AT ANY POINT
5/20/2003 oQooaoo �
4
AWN BY:
P p
PARED FOR: PRONE NUMBER: PAGE NUMBER: V
DOUG BAKER 266-8366 3 OF 3
U. DESCRIPnON:ff
9
T15N, RIM SECTION 5; SE 1/4. LOT 115 I �p���' «q`o�
DETAIL OF PROPOSED DRAINFIELD
ALASKA WATER R WASTEWATER
CONSULTANTS. INC.
701WDOR ROAD. WM 101 • M YY00 • 90 -{I7i • A% YO - "
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: T15N RIW SECTION 5; SE 1/4, LOT 115
PERFORMED FOR: DOUG BARKER DATE: 8/1/1997
(feet `== ORGANICS
TEST HOLE 1
16
17
18
19
DATE
4'
8/1/1997
4'
8/12/1997
3'
4/24/2003
2
—
2
GW -GM
5
7-
1 1/2-
NNEa.m.,
•
TH I
}
T12
111111111
4
SITE PLAN
RAM
8 1/40 1
1'=100'
P
!'1�7�[fi
5
4-
•
6
1:52
5
5 3/4-
1 1/4-
7
5--
5
'e
4 1/2-
CH
(IMPERMEABLE)
6-
B.o.tl.
7-
789101112
8-
9-
10-
11-
12
13
16
17
18
19
DEPTH TO
GROUNDWATER
DATE
4'
8/1/1997
4'
8/12/1997
3'
4/24/2003
8 1/2-
—
2
1:35
5
7-
1 1/2-
NNEa.m.,
•
TH I
}
T12
111111111
4
SITE PLAN
RAM
8 1/40 1
1'=100'
5
!'1�7�[fi
5
�yB
•
6
1:52
5
DEPTH TO
GROUNDWATER
DATE
4'
8/1/1997
4'
8/12/1997
3'
4/24/2003
8 1/2-
—
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
THH3
1:30
—
8 1/2-
—
2
1:35
5
7-
1 1/2-
3
1:40
TH I
}
T12
1 1/2-
4
SITE PLAN
`
8 1/40 1
1'=100'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6/24/2002 1
1:30
—
8 1/2-
—
2
1:35
5
7-
1 1/2-
3
1:40
5
5 1/2-
1 1/2-
4
1:42
1 -
8 1/40 1
-
5
1:47
5
70
1 1/4'
6
1:52
5
5 3/4-
1 1/4-
7
1:57
5
4 1/2-
1 1/4 -
PERCOLATION RATE 4 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RLN BETWEEN 3.25 FT. AND 3.75 FT.
20 A PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JAMES P. WILLIAMS PERCOLATION TEST PERFORMED BY: JAMES P. WILLIAMS
PERFORMED BY AKWWC. INC. I. JEFFREY A. GARNESS. CERTIFY THAT THIS
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _
IN ACCORDANCE
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
LEGAL DESCRIPTION: T15N, R1W, SECTION 5; SE 1/4, LOT 115
PERFORMED FOR: OOUC BARKER DATE- 6/1/1987
(feet ORGANICS
TEST HOLE 2
1
3
4- f ;rl U II GW -GM
5
8
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
6'
111111111
4'
1i�
3'
4/24/2003
6'
�Y�
NNN
111111111
•
IBM
RAM
6OZZ.
3
011111:
�V",
•
1 2'
4
1:06
DEPTH TO
GROUNDWATER
DATE
6'
8/1/1997
4'
8/12/1997
3'
4/24/2003
6'
-
-.!'.......:...
ff . Garness:
7953 FFG
_ .... '• ecgd0
TV}
TH�1 T12
SITE PLAN
1-100'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
6 24 2002 1
1:02
-
6'
-
2
1:04
2
4 1/20
1 1 2'
3
1:05
1
4'
1 2'
4
1:06
1
3 1/2-
1 2'
5
1:08
—
6-
—
6
1:09
1
5 1/2"
1/2'
7
1:10
1
5'
1/2-
8
1:11
1
4 1/2-
1/2'
19�
PERCOLATION RATE
2 (MIN./INCH)
PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN
2.5 FT. AND
3.1 FT.
20
A PRESOAK WAS PERFORMED: N YES
❑ NO
SOILS LOGGED BY: JAMES P.
WILLIAMS PERCOLATION TEST PERFORMED BY: JAMES P. WILLIAMS
COMMENTS:
PERFORMED BY AKWWC.INC.
I, JEFFREY A. GARNESS.
CERTIFY THAT THIS
YAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE:
ALASKA WAXER & 1VASTEWATER
CONSULTANTS, INC.
01 L TUDW RW. MME 101 • we —(9Qnu7-4179 • FAX (9O7pW-W46
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: T15N RIX SECTION 5; SE 1/4, LOT 115
PERFORMED FOR: DOUG BARKER DATE: 6/24/2002
(feet ORGANICS
TEST HOLE 3
TEST RUN BETWEEN 0.5 FT. AND 1.5 FT.
20 A PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
'�•'
2—�^''•'
SOIL CLASSIFICATIONS
GW
--= ORG
3
�:':•�
;r.c GP
MLS
_.:...
GM
CL
GC
OL
SW
MH
5
GP-SP2.
SP
CH
SM
m
OH
6—
•'
SC
" c
7
DEPTH TO
DATE
"•
•; .
GROUNDWATER
TH/2
B.O.11.TH�1
8
5.5'
6/24/2002
4
3.3'
6/27/2002
9
3.3'
7 1 2002SRE
PLAN
4.1'
.5/19/2003,
1'100'
10
CLOCK
WATER NET TIME EL
NET DROP
11
DATE READING
(MINUTES) READ NG
(INCHES)
6/24/2002
1 —
— 6•
—
12
2 —
4 0'
6-
13
3 —
— 6-
4 —
4 0'
6'
14
5 —
— 6'
—
6 —
4 0'
6'
15-
5161718PERCOLATION
16-
17-
18—
PERCOLATIONRATE <1 (MIN./INCH) PERC. HOLE DIA.
6 (INCHES)
19
TEST RUN BETWEEN 0.5 FT. AND 1.5 FT.
20 A PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: