HomeMy WebLinkAboutTUXEDNI PARK BLK 2 LT 4Tuxedni* Park
Block 2
Lot 4
#041-022-23
O
Municipality of Ancnorage
Development Services Department j =_
Building Safety Division :
Water 8 Wastewater Program, 4700 South Bragaw St. ..
Onsite
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
041-022-23
Permit Number. SWO60256 PID Number.
Nome: Wastewater System: ■ New ❑ Upgrade
RICK LANCTOT
Address;
ABSORPTION FIELD
SOLARSET CIRCLE a ANCHORAGE. AK 99507
Phone: No. of 9edroo IC
4
O DssP Trench ■ Shallow Trench O Bed O Mound OOther
(907) 786-3609
$oR Rakq: Told Dpin Imre aVnal qra+.:
LEGAL DESCRIPTION
1.2 GPD/Sq. FL 8.0 MAX rL
91ock: Lot: Subdnision:
Depth to PIM stow nwn original e•o+�' G el e.DU lwneoU P1p. 4
2 4 TUXEDNI PARK
4.0 MAX Ft M1
Section:
Township: — Range: _ —
tv ase.e one'. onelaa pose: Garel WWh:
SEE DWG. rt 50+ rt
Gaw+ .Iain: Nwnnr a Rnw: Dwlana Wt~ Rise:
WELL: ■ New ❑ Upgrade
5 FL 1 FL
Ckwrlwolwn p,nel.. Ae.c ` Taei a.PM co..e To:lecmrocq
Toa ebew,,Uon owe: rw
500+ FL D 3034/ F-810
PRIVATE 81 n. 81 n
so.
Da. kwtaknt
a+ We orwee: sloue Water Leel:
ImteR.r:
CEG Ltd. 9/25/2006
ALPINE DRILLING 8 10 2005 15 m
. �. Fw.p set At: cc" H"M Ano.e GwM:
TANK
40 cpu UNKNOWN FL 2 rL
SEPARATION DISTANCES
■Septic 0Holding aS.T.E.P. 0Other
To
Septic
Absorption
Uft
Holding
/Privele
Sher Unee
u°'w'°oA HORAGE TANK
N
�� 1250
Torek
Field
Station
Torek
Hol.rfa:
le � Of
Well100'+
100'+
—
—
25'+
STEEL
2
ter
rLotUne
100'+
too'+
—
—
—
LIFT STATION
5:e In awanc Ibnaeawer.
5'+
10'+
—
—
—
P en kv a: amp eH a: Hqn .al.r aeon. pt
Foundation
5'+
10'+
—
—
—
►I.np Nuke ¢
Dec of lnep ne Iw f..Wd Ir
Curtain Drain
NONE KNOWN
BENCH MARK
Remarks:
tecakon oad pncNpnon:
TOP OF METAL FLASHING ® A.D.U.
A..unwd Elewtwn: 100.00 n
ENGINEER'S SEAL
Inspections performed by: GEG. Ltd. Dates: 1st 9/22/2006
oQOF oop��
2nd 9/25/2006
3rd
Development Services Department Approval
0 �.. ....
�............ ... ... ... 0�
<J 'l� Date:t2- 2 �'��
""
Reviewed and approved by:
. Jef r ca ass
II__ .,L.
/%� •L o TlIP 11 u YJV I (
Q e '• —795'35 .O
OO.pr''• ,a1�37c��p
0 (
Reviewed and approved by: Date:
e� �
4�401professlo'no\
000�0p06
(R.v. 4/06)
AS -BUILT DRAWING PARCEL ID NUMBER: I
PENUMBER: 041-022-23
W
S060256
A.D.U.
(ADDITIONAL DWELLING UNIT)
I ' I
FCO I
TH/2 j
a
DBL 1&2 j
7H%�
86.5
\
\\ \
I
DBL 2h3 ALTERNATE
SITE
\
I \ \
\ \ \ \
DRAINiIELD`�O`
\1,)
I C
53.8
r.T1
ST,
s- oP
86.5
90.0
ST2
93.4
97.8
OBL1
44.8
53.8
DBI2
44.4
54.1
DBL3
97.2
101.7
DBL4
98.9
103.3
C01
132.1
135.8
MTI
I 132.8136.0
CO2
109.3
106.4
MT2
111.4
108.0
........ ..- N
GARNESS ENGINEERING GROUP, Ltd.
�- CONSULTANTS b GENERAL CONTRACTORS ............ .............
sro� c rot • wmciuc[. M error • r (wTlol-41n • ru WT). 32" • WMM' ....v�••�•�+^'
PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• A.
RICK LANCTOT 786-3609 2 OF 3 �� a '.. E-7953
DRAWN BY: Qp A.
LEGAL DESCRIPTION: ! !�
B.F.M. p Jo�.23 �6'• c°jo
TUXEDNI PARK; LOT 4, BLOCK 2 pp ^edp'.T at°�°o
TYPE OF WORK: OAT,0/20200A 004440���6
AS -BUILT FOR NEW SEPTIC SYSTEM
(Rw. 01105)
1
TOP OF TANK
AT INLET - 90.36
INVERT OF BUNG
AT INLET - 89.78
FILTER FABRIC
- H2O O 76.62
ON 11/29/2004
r FINAL GRADE - 96.11
STI / ST2
MCALLON
P OF TANK
TLET - 90.25
�EF -8950
FINALGRADE - 90.62 +
/-ORIGINAL GRADE O
/HIGHEST POINT . 90.1
INVERT OF PIPE
- 86.62
i---5'\-BOTTOM OF TRENCH . 82.62
RELATIVE ELEVATION OF BOTTOM OF
TESTHOLE - 75.12
GAIR_NESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
1101 L TACO ApVA /A1E 101 • &4DQ"L Mf "f ' MEK (W1I>1)-0110 INl 1a?W-�'A Ov>nL w.0e aw
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICK LANCTOT 786-3609 3 OF 3
DRAWN BY:
LEGAL DESCRIPTION: B.F�M
TUXEDNI PARK; LOT 4, BLOCK 2
DATE:
TYPE OF WORK: 10/20/,
PROFILE DRAWING FOR NEW SEPTIC SYSTEM
P
>*
......
.........
1..........
ness:ygp°o
PERMrt NUMa_R:
AS -BUILT
DRAING
W
PARCEL ID NUMBER:
041-022-23
SW060256
1
TOP OF TANK
AT INLET - 90.36
INVERT OF BUNG
AT INLET - 89.78
FILTER FABRIC
- H2O O 76.62
ON 11/29/2004
r FINAL GRADE - 96.11
STI / ST2
MCALLON
P OF TANK
TLET - 90.25
�EF -8950
FINALGRADE - 90.62 +
/-ORIGINAL GRADE O
/HIGHEST POINT . 90.1
INVERT OF PIPE
- 86.62
i---5'\-BOTTOM OF TRENCH . 82.62
RELATIVE ELEVATION OF BOTTOM OF
TESTHOLE - 75.12
GAIR_NESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
1101 L TACO ApVA /A1E 101 • &4DQ"L Mf "f ' MEK (W1I>1)-0110 INl 1a?W-�'A Ov>nL w.0e aw
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
RICK LANCTOT 786-3609 3 OF 3
DRAWN BY:
LEGAL DESCRIPTION: B.F�M
TUXEDNI PARK; LOT 4, BLOCK 2
DATE:
TYPE OF WORK: 10/20/,
PROFILE DRAWING FOR NEW SEPTIC SYSTEM
P
>*
......
.........
1..........
ness:ygp°o
ALPINE DRILLING & ENTERPRISES
Permit Number: 4SW050274 Date of Issue: 8-10-05 Parcel Identification Numbei: 041-022-23
Date Started: 8-10-05 Date Completed: 8-10-05 Is well located at approved permit location? ® Yes ❑ No
Legal Description: Tuxedni Park Blk 2 Lt 4
Property Owner Name & Address: Rick Lanctot
7431 Solarset Circle
e_..w....-- Alae&. OOFA7
Borehole Data:
Soil Type, Thickness & Water Strata
Depth (ft)
From To
Method of Drilling2l air rotary ❑ cable tool
Casing type: steel
stick-up
gravel fill
organics & silt
gravelly silt
0
2
3
4
2
3
4
Wall Thickness:.250 inches
Diameter: 6 inches Depth: 81 feet
Liner Type:
Type -
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
silty gravel
6
155
Static water level (from ground level): 15 feet
silty sand
15
.27
Pumping level: 81 feet after
gravelly silt
27
35
2 hours pumping 40 gpm ;
silty water sand & gravel
35
39
Recovery Rate: 40 gpm
silt
39
44
Method of Testing: Air-lift
Well Intake Opening Type:
® Open End ❑ Open Hole
❑ Screened Startfeet Stopped feet
❑ perforations Startfeet Stopped feet
silty water sand & gravel 44 47
silt 47 56
gravelly silt 56 61
silty water sand & gravel
61
63
Grout Type: bentonite granules I Volume: 1 bg
gravelly silt
63
78
Depth: ' Start 0 feet Stopped 7 feet
water sand & gravel
78
81
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes -] No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496 1
Anchorage AK 99511
J
i
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
I
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT i
Renewal
Date Issued. Aug 11, 2006
Expiration Date: Aug 11, 2007
Permit Number: SW060256 Parcel ID: 041-022-23
Legal Description: TUXEDNI PARK SUBDIVISION BLOCK 2 LOT 4
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN HAIDA CIRCLE i
Owner Name: RICK LANCTOT Lot Size: 65829 SO. FT.
Owner Address: 7431 SOLARSET CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99507 -
This permit is for the construction of:
❑✓ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
I
All construction must be In accordance with:
1. The attached approved design.
2. All requirements specked 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:
Date:
Date:
i
Parcel 1.1
Property
Municipa i y rof nc forage '
Development Services Department ' °
Building Safety Division ^.' �'�•
On -Site Water and Wastewater Program `
4700 Bragaw Street ° " "
P.O. Box 196650
Anchorage, AK 99519-6650 i
www.muni.org/onsite
(907)343-7904
i
ON-SITE SEPTICIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
phone
Mailing address `�U?�i �-:OlAY'St�A 0( I-I'I PZip Code
Site address 1S 1-4 N 1 ala id /t , ('k -re 1I)✓ Zip Code
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
Lot Size IP5 t 8 '�q Sq. Ft.
THIS APPLICATION IS FOR (®all that apply)
Absorption Field
a
Septic Tank
EK
Holding Tank
❑
Privy
❑
Private Well
D__�
Water Storage
❑
395a'4
Number of Bedrooms L4
i
THIS APPLICATION IS AN:
Initial j El
Upgrade ❑
Renewal a
I certify that the above information is correct. I further certify that this application is being
Single Fam,eng an� in accordance with applicable Municipal Codes.
I
i
I
made for a
(Signature of property owner or authorized agent)
I
I
Permit/Rush Fees: 150 00 Waiver Fees:
Date of Payment: g It U% oto Date of Payment:
Receipt Number:�i��J� Receipt Number:
(Rev. 11/05)
GARNESS ENGINEERING GROUP, Ltd.
01r i CONSULTANTS & GENERAL CONTRACTORS - * I
September 12, 2005
ADU w,ll "'Y'
Municipality of Anchorage bw N 5.� Ay 7, oC 3.
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, i
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Septic System Redesign for Tuxedni Park Subdivsion; Lot 4, Block 2,
To whom it may concern:
A permit (SW050274) was issued on the referenced property on 8/10/2005. Per the owners request the
septic system is being redesigned. The septic system is to now serve a 1 bedroom ADU and a three
bedroom house to be built in the future. The proposed 1250 gallon septic tank was also moved farther
downhill to achieve gravity flow from the proposed 1 bedroom ADU. The remainder of the design will
remain the same.
I
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any estions, please contact us at 337-6179. Thank you for your assistance.
I
P.E., M.S.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued:
Expiration Date:
Permit Number: SWO50274 Parcel ID: 041-022-23
Legal Description: TUXEDNI PARK SUBDIVISION BLOCK 2 LOT 4
Design Engineer: 0855 Garness Engineering Group, LTD
Owner Name: RICK LANCTOT
Owner Address: 7431 SOLARSET CIRCLE
ANCHORAGE. AK 99507 -
This permit is for the construction of:
Site Address: NHN HAIDA CIRCLE
Lot Size: 65829 SO. FT.
Total Bedrooms: 4 Permit Bedrooms:
10.2005
10, 2006
❑✓ Disposal Field Q 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. /
�ITo(as. Keceivcd Q POw-id c dsS('McAA. jc_ {Qo.+, (�+CNGSS e..,rjweva L�s,s.,rC�7.wyL,
MA7 lacl.'Jt " AJc( 1tcw* j Dwclt7As Ulvif. -L1^ YAiwf I.$ hecAst tb: i S 1:,rl2m,'it
(s OA11Y 041"d 40 q riNS 1k �qA.: (� ole. pn1 Ap.v. ��l�r'vRhfioN (tuu/ccf
Received By. ` Date: I: S
Issued By: ��� ' �. (� —s cel Date: Silo _05—
MoA
Municipality of Anchorage
• '� Development Services Department
Building Safety Division
On -Site Water 8 Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519650
www.cl.anchorage.ak.us
(907)343-7904
a' d' ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. nUI—oo;�2—C;?3 Permit Number
Property owner(s) RICK LANCTOT Day phone 7RS-3609
• :•• • :1 i : :• 11 .•:: :•
.. • •I.ICiiiI .:11r7dtt�:T:7C4��i1:LP►AiGP.�
Legal description (Section,Township & Range) N/A
Lot Size lrs, S0119 Acr Sq.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 ❑
I certify that the above information is correct. I further certify that this application Is being made fora
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
222t
Permit Fees: j� Waiver Fees,
Date of Payment: a�Dy
Receipt Number: a (�
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
August 5, 2005
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: Proposed Well and Septic System for Tuzedni Park Subdivsion; Lot 4, Block 2,
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. We are proposing that
a new 1250 gallon septic tank and a 5 -wide trench type drainfield be installed. Two test holes where
excavated on the property. The drainfield will be designed around the 30 foot radius of test hole #1.
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.
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 topography drawing the average topography in the
area of the proposed drainfield is a 10-15 percent slope running approximately east to west. In short
there are no slope concerns.
Averse impacts this installation would have on adjacent wells or septic systems.
s, please contact us at 337-6179. Thank you for your assistance.
M.S.
NOTE: Attached is a site plan drawing, a design drawing, a topography drawing, a detail drawing, and two soil
logs, which are all part of the design package for this septic system. (Contact C.E.G. Ltd. for 7 page construction
specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com
TUXEDNI PARK S/0; /
LOT 6, BLOCK $ I• ,.. 1
[SEPTIC
AR E!D
\/\
/ \ EXISTING \
\ WELL
l 100
TH/2
avix0 ►Rt�l 1\
ZI TUXEDNI PARK S/D�LOT 3, BLOCK 2,PROPOSEDBEADDU
3 BEDROOM
HOUSE
ALTERNATE n
SITE�I �I
11 u i i
TUXEDNI LOT5. PARK S2 THO I
I I
LOT S, BLOC I I
I 1
I I PROPOSED
I I SEPTIC SYSTEM
I I
-------------- L ----------------
/1
141
PSCCAR�\\
-D
TUXEDNI PARK i /D;
LOT 2, BLOCK 2,
I
7
-----------------------------------f----------
qEPnC
AR aD \`\
LOT 1. BLOCK'1. \\
ATELIERS 0;
LOT 2. BLOCK I
(ALTERNATE SITE
GARNESS ENGINEERING GROUP, Ltd
CONSULTANTS & GENERAL CONTRACTORS
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
RICK LANCTOT 1 (907) 786-3609 1 1 OF 3
LEGAL DESCRIPTION:
TUXEDNI PARK SUBDIVISION; LOT 4, BLOCK 2,
OF WORK:
ITE PLAN FOR PROPOSED WELL AND SEPTIC SYTEM
C.J.G.
MORAINA
A. orness:
NUMBER OF BEDROOMS:4
GALLONS PER DAY (GPD): 600
PERCOLATION RATE/S: 1.3 MIN./INCH
PROPOSED APPLICATION RATE: 1.2
MINIMUM GRAINFIELD SOFT.: 500
DRAINFIELD DESIGN:
MAXIMUM DEPTH:8 FEET
W10TH:5 FEET
LENGTH:50 FEET
M.O.A. APPROVED SAND FILTER: N/A
EFFECTIVE: -4 FEET
REDUCTION FACTOR:0.5
ACTUAL SO.FT.: 500
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
\
\/ CLEANOUTS�
10-151
ALTERNATE t t
S��I ITMN
+0-15% I I + I
II I
II II
PROPOSED 1
GRAINFIELD
i
o -15z
csECP-T%G
I
NOTE:
EXISTING
CONVERTED
INTO A SHOP/STORAGE AREA
WHEN 3
BEDROOM HOUSE IS BUILT.
\
TUXEDNI PARK S/D:
\
LOT 3. BLOCK 2.
\
I
I
•.• f
\
INSTALL
I
:••
FOUNDATION
_
CLEANOUT-�
.
STH
INSTALL DOUBLE'.
\/ CLEANOUTS�
10-151
ALTERNATE t t
S��I ITMN
+0-15% I I + I
II I
II II
PROPOSED 1
GRAINFIELD
i
o -15z
1 BEDRM
Al
i
I
/ UNE UNDER DRIVEWAY TO
BE INSULATED WITH 4'. OF
• •'• INSULATION 4 FEET WIDE
�ry ;
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS
SMI L T000 DUO. AIR 101 • MOCA. L M NWl hOK (.01)3]) 111 FM (W))S.Y-MM . ODYIL w�.,�IrryFrYyr.
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
RICK LANCTOT 1 (907) 786-3609 1 2 OF 3
LEGAL DESCRIPTION:
TUXEDNI PARK SUBDIVISION; LOT 4, BLOCK 2.
TYPE OF WORK:
DESIGN FOR PROPOSED WELL AND SEPTIC SYTEM
(R".01,051
C.J.G.
8/10/200E
I
i
I
LL FOUNDATION
CLEANOUT
csECP-T%G
I
NOTE:
1 BEDROOM ADU TWILL BE
CONVERTED
INTO A SHOP/STORAGE AREA
WHEN 3
BEDROOM HOUSE IS BUILT.
\
TUXEDNI PARK S/D:
\
LOT 3. BLOCK 2.
\
I
1 BEDRM
Al
i
I
/ UNE UNDER DRIVEWAY TO
BE INSULATED WITH 4'. OF
• •'• INSULATION 4 FEET WIDE
�ry ;
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS
SMI L T000 DUO. AIR 101 • MOCA. L M NWl hOK (.01)3]) 111 FM (W))S.Y-MM . ODYIL w�.,�IrryFrYyr.
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
RICK LANCTOT 1 (907) 786-3609 1 2 OF 3
LEGAL DESCRIPTION:
TUXEDNI PARK SUBDIVISION; LOT 4, BLOCK 2.
TYPE OF WORK:
DESIGN FOR PROPOSED WELL AND SEPTIC SYTEM
(R".01,051
C.J.G.
8/10/200E
I
i
I
LL FOUNDATION
CLEANOUT
f 50'
i� CO
wro
IN FROM
TANK
GRADE
rFL RR
e•
GARNESS ENGINEERING GROUP, Ltd.o; ' 4 .. .. . `:y:
CONSULTANTS 6 GENERAL CONTRACTORS
Ml L V o woo. was 101 • roorOL M "MW 09*W�iw • W 0003M-=" . vie �j
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KYt.'.�""� . • ..... •••••••••••
RICK LANCTOT 907 786-3609 3 OF 30 I Iey mese.-
LEGAL DESCRIPNON: DRAWN.•VCE-7 53 40000
TUXEDNI PARK SUBDIVISION; LOT 4. BLOCK 2,e�
TYPE OF WORK: DATE Op�?•o faesl0nd
E c
AREA
X ONI PARK S/D;
" OT 6, OCK 2,
TUXEDNI P K
SE \C }OT 3 L 2. _
1 IJ`
W
i
[SEPT C
AREA
TUXEDNLPAR S/D;
L OCK 2.
X N PARKS/D;
OT BLOCK 2.
/
s Ic
AR
q rFc� LOT 1. OCK ;
O A LIE /D•
L BL 1,
� 1
DA E: / o9oaoo
11/5 0 4
D wN tl'• OG .9
51 It
W oo T yo�
4i. c pn a e.ul•a Im . eurNoonrp nc oo. + • w Na Ml- r no en 1 t as ql. 0
PREPARED qqOR\ PHO"
E NU BE
AC NU Q
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Q oLEGAL DESC,NIP�N:
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GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
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SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: TUXEDNI PARK SUBDIVISION; LOT 4, BLOCK 2,
PERFORMED FOR: BOB BAER DATE: 11/19/2004
DEPT'
(fee
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
16
19
20
TEST HOLE 1
DEPTH TO
GROUNDWATER
DATE
DRY
1/19/200
14'
1/29/200
2
—
8 0. 6'
�u
—
— 6' —
4
—
8 0' 6-
5
—
— 6" —
6
—
8 0' 6'
7
—
— 6" —
8
—
8 0' 6'
him
DEPTH TO
GROUNDWATER
DATE
DRY
1/19/200
14'
1/29/200
2
—
8 0. 6'
3
+TH12
.$TM+1
APPROXIMATE LOCATION
OF ABANDONED TEST
HOLE (H20 O 9.0')
1"-100'
DATE READING
CLOCK
TIME
NET TIME WATER LEVEL NET DROP
(MINUTES) READING (INCHES)
11/19/2004 1
—
— 6' —
2
—
8 0. 6'
3
—
— 6' —
4
—
8 0' 6-
5
—
— 6" —
6
—
8 0' 6'
7
—
— 6" —
8
—
8 0' 6'
PERCOLATION RATE 1.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ONO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: h 14 o
o pF 0p
GARNESS ENGIN
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CONSULTANTS 6 EER GENEPLALCNG4GGROUP, Ltd.
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SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: TUXEDNI PARK SUBDIVISION; LOT 4, BLOCK 2, •_J A. orne s:
PERFORMED FOR: 806 BAER DATE: 11/19/2004 O�Q r� 795 e`vp
' qo
�Q�) �_ _ 0�4rofelsl°o��
TEST HOLE #21 o
1»7 ORGANICS
SOIL CLASSIFICATIONS
_ 1
____ J 1
..ros GW —___ ORG
.•• J p
3 :: `� r •c GP ML J y1 +TH12
GM CIL f /
4 GC OL �'
e 1 1
�•` a o°o a SW MH J
5 '
•::•. •. SP CH
SM .' OH j
6 SC
•• J ( APPROXIMATE LOCATION
o,• ( J OF ABANDONED TEST
7—.... DEPTH TO 'DATEJ HOLE (H20 0 9.0')
GROUNDWATE8 SP—SM DRY 14'
g•••• ------------------------------------------------
;• SITE PLAN
10
10-100,
11 ��
.�•
12—....
.••
13
.•.
so
14 •••
.••
15—....
.••
16 B.O.H.
17
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: o
DATE READING CLOCK NET NET DROP
TIME WATER LEVEL
TIME (MINUTES) READING (INCHES)
11/19/2004
1
—
—
6'
—
2
—
2
0e
6e
3
—
—
6'
—
4
—
2
0•
6'
5
—
—
6e
—
6
—
2
0•
6•
7
—
—
6e
—
8
—
2
0�
6�