HomeMy WebLinkAboutINDIAN VALLEY ALASKA LT 13 Endian Valley
Alaska
Lot 13
#090-031-33
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP241092
Work Type: WellSeptic Initial
Tax Code Number: 09003133000
Site Legal Address: INDIAN VALLEY ALASKA LT 13 G:4456
Site Mailing Address: 135 OLD JOHNS RD, Indian
Owner: BOEHMER KIM ELIZABETH
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
5/29/2024
5/29/2025
66838
21 Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
Submit a Well Decommissioning Log from a certified pump installer or well driller stating that the well was
17
decommissioned per code.
3
4
P4 C' r n—r'-t- ry
i /� C, L> t ad �S t <. . a r a t t f v ;tea f2
I / F
eti
Received By:
C C—
Date:
Issued By:
Date:
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 090-031-33
Property owner(s) Kim Boehmer
Mailing address 7921 Byron Drive
Site address 135 Old Johns Road
Day phone
Legal description (Sub'd., Block & Lot) Indian Valley Alaska Lot 13
Legal description (Township, Range & Section)
Lot Size 66,838 _Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
FX
Initial FX
Single Family (SF)
FX
(w/wo ADU)
Septic Tank
X
Upgrade F
Duplex (D)
F
Holding Tank
F
Renewal F
Multiple Dwellings
F]
Privy
F
(SF and/or D)
Private Well
FX
Water Storage
F
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
LPerm)iRush Fees:
Date of Payment:
Receipt Number: 036 cyip
Permit No. 05P Z4, no] Z
PermitApp 14
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
PO BOX 240773
ANCHORAGE, AK 99524
522-7773
677-7766 (FAX)
FORGECIVIL.COM
July 19, 2024
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Indian Valley Alaska —135 Old Johns Road
Septic system design
Dear On -Site Services Engineer:
The owner of the above lot intends to build a 3 -bedroom home on the property with a new well
and septic system. The attached site plan identifies the location of the home and existing conditions
as well as the proposed well, 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
existing well will be decommissioned and a new well drilled. Records indicate that there was no
previous septic system on the lot, and we assume the old cabin was served by an outhouse or privy.
The ground surface on the lot slopes mildly toward the road, but drops off on the other side of Old
Johns Road. 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
somewhat perpendicular to contours. We have designed the system to ensure the entire field is in
receiving soils, while still retaining separation from bottom of test hole.
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 logs, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
INDIAN VALLEY ALASKA LOT 13
a6 _
PROPOSED WELL ; . �114/
W/ 1 00'RADIUS . NT
s
`M
. sFn�F
EXISTING-WEV LL TO BE
DRIVEWAY
LOT 1.. 1 DECOMMISSIONED
r
I� � t
3-BDRM HOME
e
a-�ot,1
F 1
FCO 1� TH#21
Co . , T_H#1 f
MT
M • i MT``,_ r /
• 2C0 f /
1000-GAL SEPTIC
TANK W/ 20" MANWAY FS
LOT 13z
2x 45' LONG x 5' WIDE, 6" EFFECTIVE'
DEPTH ABSORPTION TRENCHES
INSTALLED PERPENDICULAR TO CO TH#4 s
s
1
SLOPES.
ALTERNATE SITE: Q�
` CAT WIDE 6" TEM 20IVONG X 5' I
DEPTH ICo
EXISTING DIRT ROAD
NOTE:
NO SLOPES >25% WITHIN 50' OR.SURFACE WATER WITHIN 100, OF THE
GE '
PROPOSED SEPTIC -SYSTEM 4 x • ` /
ENGINEERING - .. .. I -
��`,`.�� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY
..� aARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. LEGEND
'''99 CO - CLEANOUT
AW
,p' • • • • •- i� T
T Y PT T X NO EXISTING SEPTIC SYSTEMS ON HIS LO
j* :� • 2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
�•• ••• • SEPTIC PLAN
• ......• • FS - FLOW SPLITTER VALVE
• MH - MANHOLE
Benja i Schiller /
�r PF•• CE 2592 ��,,r0 30 60 - MONITORING TUBE MT
� Diana FEET
FEET SV
t`F- SEPTIC VENT
i�pROfES510NP� r A _
�1II-30' TH -TEST HOLE
INDIAN VALLEY ALASKA LOT 13 c)
DESIGN FACTORS: SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW 5—WIDE TRENCH SYSTEM W/ SAND FILTER
PERK RATE: <1 MIN/IN 1000—GAL SEPTIC TANK
APPLICATION RATE: 1.0 GPD/SF
450 GPD / 1 GPD/SF (/ 5' WIDE * 1.00 RED FACTOR [6" DEEP]) 90' TRENCH REQUIRED
(2x 45 LF SPECIFIED)
BOTTOM OF TRENCH: 4.5' BELOW GRADE MAX, 1.0' BELOW GRADE (MIN)
FLOW LINE ELEVATION: 3' 6" BELOW GRADE
(SHALLOWEST TRENCH SECTION)
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
; s'
' GEOTEXTILE FABRIC
2'
.. _ 7 w ._ _ _.. _. . _ ; ..__< _a 2" FOAM INSULATION
G.
91
4" PERFORATED PVC (HOLES D
2' DRAINFIELD ROCK
2' MOA APPROVED SAND
5'
MAX 4.5' FROM GRADE
HIGH ^'
TYPICAL TRENCH SECTION __;-Z=MxlkU,
(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
E
, N G
�b•'•.9)
..........
• ' • • • Benja ' Schiller • '
�'F�•.. CE 125927/8/24
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 5/3/2024 PARCEL ID#: 090-031-33
DEPTH TEST HOLE 1
(feet)
l
L
1
1
1
1
1
1
1
1
1
1
aPERC TEST LOCATION
GW (SANDY GRAVEL W/
COBBLES AND BOULDERS)
NO WAS WATER ENCOUNTERED?
- IF YES @, WHAT DEPTH?
NONE DEPTH TO WATER AFTER MONITORING
5/10/202/1 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
5/3
1
11:23
0:06
1 �0
7 16
6 0
2
11:23
0:06
110
7 s
60
3
11:23
0:07
1 �s
7 -s
6 0
4
11:23
0:08
1 10
7-1
6 0
5
11:23
0:08
1 is
7 s
6 k
6
11:23
0:10
1 100
7 -s
6 -s
PERCOLATION RATE: 0.02 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: J . OPH E I M
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
1
1
1
1
1
1
1
1
1
1
�T SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 611212024 PARCEL ID#: 09 0 -031-3 3
TEST HOLE 2 1
ERC TEST LOCATION
1NDY GRAVEL W/
ES AND BOULDERS)
YES WAS WATER ENCOUNTERED?
1 2 ' IF YES @ WHAT DEPTH?
1 2 ' DEPTH TO WATER AFTER MONITORING
6/19/2024 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
6/12
1
10:57
0:10
16
716
66
2
10:59
0:22
16
76
66
3
10:59
0:25
1.1
7 16
6 6
4
11:00
0:28
1 16
716
616
5
11:02
0:32
1 16
716
616
6
11:03
0:36
1 6
76
616
PERCOLATION RATE: 0.1 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: J.OPHEIM
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
1
1
1
1
1
1
1
1
1
1
�TE SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 6/25/2024 PARCEL ID#: 090-031-33
1 TEST HOLE 3
ERC TEST LOCATION
_TY GRAVEL W/
ES)
DATE
READING
START TIME
NET TIME
(MINUTES)
WATER
(INCHES)
NET DROP
(INCHES)
6/25
1
11:41
2:48
1 0
71s
6 0
2
11:44
3:47
1 16
716
616
3
11:47
5:34
116
716
61s
4
11:52
6:25
1 1s
7 0
6 0
5
11:58
8:49
1 1s
7 6
616
6
12:06
9:45
1 0
7-
6 0
PERCOLATION RATE: 1.6 (MIN/INCH)
SITE PLAN
YES WAS WATER ENCOUNTERED?
12 ' IF YES @ WHAT DEPTH?
10.5' DEPTH TO WATER AFTER MONITORING
7/2/2024 DATE OF MONITORING TECHNICIAN: J.OPHEIM
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
Cod Z
DEPTH
(feet)
1
2
3
4
5
6
9
1
1
1
1
1
1
1
1
1
1
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: INDIAN VALLEY ALASKA LOT 13
PERFORMEDFOR: WILLOW RIDGE CONSTRUCTION
DATE: 6/25/2024 PARCEL ID#: 090-03I-33
ZEST HOLE 4
ililli7=3
aPERC TEST LOCATION
GW (GRAVEL W/ COBBLES
AND BOULDERS)
NO WAS WATER ENCOUNTERED?
- IF YES @ WHAT DEPTH?
NONE DEPTH TO WATER AFTER MONITORING
7/2/2024 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
6/25
1
12:32
0:05
1 1s
7 s
6 0
2
12:32
0:06
11s
70
6
3
12:33
0:05
1 0
7 0
616
4
12:36
0:04
116
716
61s
5
12:37
0:04
1io-6
716
60
6
12:37
0:04
11s
716
616
PERCOLATION RATE: <1.0 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: J.OPHEIM
On-Site Wastewater Disposal 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: OSP131431
Tax Code Number: 09003133000
Work Type: Septic
Permit Effective Dates: November22, 2013 to November22, 2014
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: INDIAN VALLEY ALASKA
Site Legal Address: INDIAN VALLEY ALASKA LT 13 G:4456
Owner/Address: BERRY JAMES B & CHLOE K
4540 TIMBERLUX CIRCLE ANCHORAGE AK 995164141
Site Mailing Address: 135 OLD JOHNS RD, Indian Lot Size in Sq Ft: 66838
Total Bedrooms: 2
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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.
Received By: - Date:
Issued By: i~/-'~~ .___ '
Municipality of Anchorage
P.O. Box 196650 · 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997
http:llwww.muni.or,qlOnsite
Development Services Division
On-Site Water and Wastewater Pro,qram
Department
**** VARIANCE/WAIVER REVIEW ****
Waiver& OSP131432 COSA#:
PID#: 090-031-33
Legal Description: Indian Valley Alaska Lt 13
Engineer: Garness EnRineerinR Group
Permit#: OSP131431.
Applicant: Jim Berry
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 5.0 feet. In addition,
the tank is approved to be 2 feet from the property line.
This waiver approval applies to the proposed system only. Any future upgrade to the on-site
wastewater disposal system will require all separation distances be met or another approval from
this department.
[] The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
[] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
[] Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
t / Name of Revi~r
Rec~: 02379G Amount: $200.00 Date Paid:.11/8/13
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907- 343-7997
Mayor Dan Sullivan
Parcel I.D.
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Property owner(s) JIM BERRY
Mailing address MILE 103 SEWARD HWY *INDIAN, AK
Day phone 545-5426
Site address MILE 105 SEWARD HWY *INDIAN, AK
Legal description (Sub'd, Block & Lot) INDIAN VALLEY AK; BLOCK 1, LOT
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms 2
, 13
APPLICATION IS FOR:
( ~]~11 that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
TYPE OF DEWELLING:
Single Family (SF) []
(w/we ADU)
Duplex (D) []
Multiple Dwellings []
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
DRAINFIELD TO LOT LINES & SEPTIC TANK TO LOT LINE Distance: 5 FEET & 2 FEET
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No. 0'¢~'
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd.
.... CONSULTANTS & GENERAL CONTRACTORS
November 4, 2013
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic Upgrade for Indian Valley AK; Block 1, Lot 12B & 13;
To whom it may concern:
The existing 2 bedroom house is served by a private well currently there is no septic system. We are
proposing to install a 1250 gallon S.T.E.P. tank and a dual 5-wide trench type drainfield. One test hole
was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole.
Comments regarding the design are summarized as follows:
1. SOILS: See the attached log which shows 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 waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the topography around the
drainfield is relatively flat. In short, there are no slope concerns.
5. LOT LINE WAIVER: Due to site constra'mts, we are requesting a five (5) foot lot line waiver from
the south & west lot lines to the proposed dminfield and a two (2) foot lot line waiver from the proposed
STEP tank to the south lot line. The owner of Lot 13 also owns Lot 12B (property to the west) and it is
currently vacant. The Seward Highway boarders the south of the lot as well. In short, there are no
concerns for the waiver request.
We are unaware of any adverse impacts this installation or the granting of these waivers may have on
adjacent wells or s~c systems. If you have any questions, please contact us at 337-6179. Thank you
for your assistanc?
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering, com
INDIAN VALLEYAKa/
BLOCK 1. LOT 9/
/
I 100' WELL RAOIUS~
BLOCI~ 1, LOT 10
INDIAN VALLEY AK;
BLOCK 1, LOT 11
TURNAGAIN HOUSE
BLOCK 1, LOT
SCALE:
INDIAN VALLEY AK;
BLOCK 1, LOT 15
INDIAN VALLEY AK;
BLOCK 1, LOT 14
/
/
GAFtNESS ENGINEERING GROUP, Ltd
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
JIM BERRY 345-5426 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
INDIAN VALLEY AK; BLOCK 1, LOT 12B & 1,.3
'~YPE OF WORK:
SITE PLAN
IpRIMARY DESIGN CRITERIA: RESERVE DESIGN CRITERIA:
NUMBER OF BEDROOMS: 2 NOTE: THE CONTRACTOR NUMBER OF BEDROOMS: 2
GALLONS PER DAY (GPD): 300 gpd SHALL HAVE THE SOUTH & GALLONS PER DAY (GPD): 300 gpd
PERCOLATION RATE/S: <1 min/inch PERCOLATION RATE/S: <:1 Tin/inch
ALLOWABLE APPLICATION RATE: 1.0 WEST LOT LINES, AND ALL ALLOWAtSLE APPLICATION RATE: 4~.0
PROPOSED APPUCATION RATE: 1.0 WELL RADII FLAGGED BY A PROPOSED APPLICATION RAte: 4.0
MINIMUM DP~NFIELD SQ.FT.: 300 SQ FT REGISTERED LAND SURVEYOR MINIMUM ORAINFIELD SQ.FT.: 75 SQ FT
PRIMARY DRAINFIELD DESIGN: PRIOR TO CONSTRUCTION. RESERVE DRAINF[ELD DESIGN:
MAXIMUM DEPTH OF EXCAVATION: 5.5 PEET MAX MAXIMUM DEPTH OF EXCAVTION: 5.5 FEET MAX
WIDTH: 5 FEET WIDTH: 5 FEET
LENGTH: 2 @ SO PEET = 60 FEET ~ LENGTH: 15 FEET
M.O.A. APPROVED SAND FILTER: 2 FEET M.O.A. APPROVED SAND FILTER: 2 FEET
EFFECTIVE: 0.5 FEET ~ EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: 1.0 REDUCTION FACTOR: 1.0
ACTUAL BQ.ET.: 300 ~ I ACTUAL SQ.FT.: 75
GEG, Ltd. HAS A 7 PAGE SPECIFICATION'¢~' ~/,
LETTER THAT PERTAINS TO THIS DESIGN. ~ Y~'~-4
TO OBTAIN A CORY OF THE LETTBR ~. ~.~.~,)~.~.~
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND '~'-/
PROPEEq¥ OWNER AGREE THAT thEY ~ / ~
HAVE READ THESE SPECIFICATIONS AND /'
AGREE TO ACCEPT THE TERMS AND ~ / ~
CONDITIONS OUTLINED. / ~
// ~ ~
. PRoPoseD/ Xx /2 ///
/'~ ~.~/~ DRAINFIELDS -,~ / ~.&/") ~ / ~:~//
I ITP III,TH~,'/ (REQUIRES CAT II) /,./"N.
/ /
~¢2 SE GALLON ~ TAN~ AND CESSPO
, ,,~ ........ ~/ ~E DECOMMISSIONED PER il" = ~0'
mlbHVVAT / uPc. ~~ /
1701 E ~R ~. SU~ 101 ~CHO~E, ~ gg~7 * TONE (g07)~7-6179 * F~ (g~-3246 * ~ ....~a~ase~in~¢~
PREPPED FOR: J PHONE NU~"E~' m PAGE NUMBER' /
JIM BERRY 345-5426 2 OF 2
LEG~ DESCRIPTION: I D~WN BY'
f essiO~
SEPTIC SYSTE~ DESigN
(Rev. 01/05)
ISOIL LOG - PERCOLATION TESTI,'-
LEOAL DES*PT, ON: '"0'^" V^LL~ ^K S/* BLOOK 1, LOTS 12B * 13 ~'-':'*~~":"'~"
~ ~1/~ ~.
DEPTH ~ -- ...... XU%Y..,"~¢Ma'"'""¢,~/
:~Xc '~..~ SOIL CI~SSIFICAIIONS ~'-
;, :,:;":~<~"; ~ GW ...... ORG ' --...~o~...~-..
"-~!'-'.-,.~'.,? ~ ...... ..
' ......... ~.' '., ML
,., ,.:4'.,~;.; ]]~[~ GM CL /, t
~'. ~.~':~ ~: GC OL
:~,:::!:;.f.;~: GRADED ROCKS SP] OH
,;wC.-,.~:,,' & BOULDERS SC oo' WELL RADIUS,
7-- ~e.:.:,.,?~. DEPTH TO \
,L:.,,.,:;..'.;~J! GROUNDWATER DATE !. \ '-'-J ./~¢"',// /
.--,,..,.,-:
· >'-'~"~'~" 8.5' 10/17/1 3
:4¢~"~z~:. ~ §.0' 10/25/13
,
10 --
B.O.H-"~
CLOCK J NET TIHE I WATER LEVEL NET DROP
11 -- DATE READING TINE (HINUTES) READING (INCHES)
12-- 10/I7/2013
13--
14-- PERK HOLE ABSORBED 6" OF WATER IN LESS THAN 1 MINUTE, 4 TIMES
15--
16--
17--
18--
19-- PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES
TEST RUN BETWEEN .t.0 FT. AND 4.0 FT.
20-- -- A FOUR HOUR PRESOAK WAS PEREORHED: [] YES · NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFOE2HED BY: ROB CAMPBELL
COPTNENTS:
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:J
/~
DEPTH TO
GROUNDWATER DATE
~.~' lO/17/~a
9.0' 10/25/13