HomeMy WebLinkAboutT15N R1W SEC 4 SE4NE4NW4 E300' OF S200' PTNT15N RIW SEC 4
SE4 NE4 NW4
E300' of S200'
051-042-19
Baa q�z%�
M
Municipality of Anchorage
Development Services Department '
�\ Building Safety Division r= ;
On -Site Water & Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Pogo 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SWO60135 PID Number: 051-042-19
Name:
RAY TORGERSEN
Wastewater System: ■ New p Upgrade
Address:
P.O. BOX 672018 = CHUGIAK; AK 99567
ABSORPTION FIELD
Phone: No. of Bedrooms:
(940)-224-6368 4
0Deep Trench ■Shallow Trench 0 Bed 0Mound 0 Other
LEGAL DESCRIPTION
SW"° "° D 8
Tad owm f om oqm 8
M/S,a R
AX FL
Block: Lot: Subdivision:
Dpth b 0bettaw from adglna prep.:
aroma depth b..wth plq:
— — —
4 MAX rt.
4 rt
Township: 15N Range: 1 W Section:
re add.d above odgkW grade:
aro.w 1"th;
4 SE4, NE4
SEE DWG. rr.
75+ n
WELL: ■ New O Upgrade
aw
5
M,nb. of sn.� D etanc. !W w.w
Cb.eJ:vo4an (P... A6.L): rata apw Coded Ta
rc
TOW abs t;.n ar.a:
1 —
" wwwft
PRIVATE 163 ry 162 re
750+ so. rt
D 3034/ F-810
Dal.r.
SULLIVAN WATER WELLS 13/234200
Date ons -
stoao waw tw..l:
122
MtoW:
JIMMY WALKER
got. kwtat.d:
5/3-7/2007
rL
Ywid:
Pa p sa A Coping Haghl Avera Wowd:
15 cpY
146 n 2 rL
TANK
SEPARATION
DISTANCES
aseptic ClHolding ClS.T.E.P. 0Other
To
:ram
Septic
Tank
Absorption
Field
Llfl
Station
Holding
Tank
ubk/Prhats
sner tJnee
Wwuf a n
ANCHORAGE TANK
cepaatr h p°lbne:
1250
Well
100'+
100'+
—
—
Mat~
t~
STEEL
Hwnw a aomponm.nw:
2
Surface water
100'+
100'+
-
-
-
LIFT STATION
Lot Line
5'+
10'+
—
—
—
s4e N goeom:
Yorwlactw.r.
Foundation
5'+ .
10'+
—
_
en Hva
a:_
Pwnp al Y.N oL
ew dorm a:
Curtain Drain NONE KNOWN
PwhP � k Y .caieel MP.cuwH p.H by.
Rem p�,.........
BENCH MARK
'•.•.y
Lxatgn Ona peeuiprv,:
TOP OF FOUNDATION ® NORTH CONER OF HOUSE
civ off rcher a no s,�W
100.00 a
o.CE- 753.-G
%•• �"PR•FESStON
Insp or0GEG, Ltd.
....•eDates: 1st 5/3/2007.
2nd 5/7/2007
3rd 5/7/2007
EHawEER7 SEAL
O�0
QUoO�
0 �
p 5P0
Development Services Department Approval
p tr'? y v�0
�.... /( . ............... 0
Conditional approval: Date:
. .............:....�
Q P •.Jef ey , arness.
CE -79 3 ��p
Reviewed and approved by: Date: f o
(Rom. 4/0 6)
�4g ed f
4p professlo^per
�O0000��
M
0
PERMITNUMBER: AS DRAWING PARCEL 10 N
SWOUM
SW060135 051-042-19BER:
• II
100' WELL RADIUS I
DEER PARKDRIVE \
1 I 100' WELL RADIUS
•,: S..l:%i Ls,�
CO
NEW DRAINFlELD � ...
1 RESERVE SITE�•�k
NEW 1250 GALLON
'�L7. .M'i�• i .al'
SEPTIC TAN�--_____4
1
COY/
i
\
EXISTING
4 BEDROOM
HOUSE`
A
B
C
ST1
16.0
39.2
60.93
ST2
20.4
45.2
65.67
DBL1
22.1
47.2
67.23
D81_2
23.0
48.3
68.03
FCO
13.9
36.6
57.96
C01 1
59.1 1
53.0
57.59
MT1
58.9
56.0
59.53
CO2
34.8
79.3
103.84
MT2
36.2
80.2
103.00
GARNESS ENGINTEERING GROUP, Ltd. per;'):•
CONSULTANTS 6 GENERAL CONTRACTORS O•••..••4%
nu, L ngOR wow. SWM +01 • A� M "W7 . nc,2 (907)=- I" • ru (Wn,�u.e • wIDsn[ ....,vn.r.,pe..Yy.e,,,, ,' �0A ,�/
PREPARED fOR: PHONE NUMBER: PACE NUMBER: Ve
RAY.TORGERSEN 940-224-6368 2 OF 3 Q e �
LEGAL DESCRIPTION: DRAWN BY:
T15N, R1W, SEC 4, SE4, NE4, NW4, E 300' OF -5200" K.D.M.
e
TYPE OF WORK: DATE: Q�
AS -BUILT. DRAWING 9/21/2007
11
f D
ey A. arness.: •••Q
CE-795�
` ppp
SW060135 NUMBER: ' AS -BUILT DRAWING
• SW
INSULATION
FINAL GRADE - 101.06-101.91
STI / m
TOP OF TANK J � TOP OF TANK
• AT INLET/ 94.82 AT OUTLET - 94.78
INVERT OF BUNG
AT INLET - 94.21
ORIGINAL GRADE
96.00-97.00
NEW 1250 GALLON
SEPTIC TANK
NAL GRADE -
97.11-98.25
rFLTER FABRIC
BUNG
93.93
PARCEL ID NUMBER:
051-042-19
O N
GARITESS:ENGINEER ING.GROUP, .Ltd. 7,000.
....:.
0
'CONSULTANTS & GENERAL CONTRACTORS - ••
3]01 L T6M IIwD. 1UI[ 101 • MOCA. L AR "W • h,OM[ (W7)=,III" • FM (907)=-]3N . Y®SII[' w..ysw.,•NwYy.•eT IIO
PREPARED FOR:. - PHONE NUMBER:. PACE NUMBER: ,✓/ �•A,:1 • • . • • • • • • • • • • • • • 0
RAY TORGERSEN 940-224-6368 3 OF 3 f1 ey arness:' Op
LEGAL DESCRIPTION: DRAWN BY: QO �' CE -7953 `�`Op
T15N, R1W, SEC. '4, SE4, NE4, NW4 K.D.M. pp��. <j.r.?!!�•�cav�
TYPE OF WORK: DATE: 44�OpO�oo�000
..PROFILE DRAWING 9/21/2007
(R. 011'6)
i'i��'i'i'i'i•���INVERT OF PIPE
�i•�•i
•93.DD
TRENCH - 89.00
lATrVE ELEVATION OF BOTTOM OF
RELATIVE ELEVATION OF BOTTOM
TEST • • •
TEST HOLE••
PARCEL ID NUMBER:
051-042-19
O N
GARITESS:ENGINEER ING.GROUP, .Ltd. 7,000.
....:.
0
'CONSULTANTS & GENERAL CONTRACTORS - ••
3]01 L T6M IIwD. 1UI[ 101 • MOCA. L AR "W • h,OM[ (W7)=,III" • FM (907)=-]3N . Y®SII[' w..ysw.,•NwYy.•eT IIO
PREPARED FOR:. - PHONE NUMBER:. PACE NUMBER: ,✓/ �•A,:1 • • . • • • • • • • • • • • • • 0
RAY TORGERSEN 940-224-6368 3 OF 3 f1 ey arness:' Op
LEGAL DESCRIPTION: DRAWN BY: QO �' CE -7953 `�`Op
T15N, R1W, SEC. '4, SE4, NE4, NW4 K.D.M. pp��. <j.r.?!!�•�cav�
TYPE OF WORK: DATE: 44�OpO�oo�000
..PROFILE DRAWING 9/21/2007
(R. 011'6)
ARCTIC PUMP & WELL INC.. _ o
Jim Sullivan
ov�tt�srrt
PO Box 770197 . . T
uus a�
Eagle River, AK 99577 , ,�.
(907)688.2510
(907) 258.2510
arw a-ci.net
Pump Installation Log
Well Drilling Permit Number: S W060135 Date of Issue:
Parcel Identification Number: 051-042-19
Legal Property Owner Name & Address:
Description:Tl 5nrl ws4se4ne4nw4e Ray Torgerson
300ofs200 POBX 672018
r1.nn6tr AV 0oc77
Pump Installation Date: 8-4-07
Pump Intake Depth Below Top of Well Casing 146: Feet
Pump Manufacturer's Name: Dempster
Pump Model:Mbf2-75-s2
Pump Size:3/4 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Manufacturer's Name:Cambell
Pitless Adapter Installer: Arctic Pump & Well, Inc.
Well Disinfected Upon Completion? Yes
Method of Disinfection: Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
ArcricPump & 7I'e11, 111c.
'Page 1 of '. ...
Cattfi eb �rfftiqy I og �So�ls�i
b
ooc coo . ana
SULLIVAN WATER WELLS
P.O.13OX 670272, CHUCIAK, ALASKA 99567 -TELEPHONE 698.2758
OWNER OF LAND: /Z ; Y Tah° G r'iL S. BORE HOLE DATA
ADDRESS:
LEGAL DESCRIPTION:/sem► /-/,-u
N J5 4 n C',j I c 3cQ/ O)c a?OL1 �
DATE: 2 ? In _4L
PERMIT NUMBER: 060 /3S Date of Issue 6 -Z.-4YQ
TAX IDENTIFICATION NUMBER: P,<ZL-
Is well located at approved permit location? O<es D No
Method of Drilling: 6.1r"rotary D cable tool
Depth of well: &A
Casing Type L Wall Thickness • dS� inches
//
Diameter (2 inches, depth �a'Z feet
Liner Type: n1e+J�
Casing Stickup Above Ground: feet
Static Water Level: 1,72 feet
Recover Rate: _L:_gpm
Method of Testing: Q,
/"e
Well Intake Opening Type: &Z'ppen end D open hole
D ScreeneC; Startfeet Stopped feet
❑Fertorations Startwee) Ipped feet
Grout Type: �r=.+)70"j1Ic Volume
Depth: from feet, to D feet
Well Disinfected Upon Complet on? 4a`ees D No
Method of Disinfection: CASAA. ,c Q /��
Comments:
DEPTH
F
a
Driller's Name
C.4S..4
c J -2-i aCJP
D6EA/7jx/0
rj
S/4 ; � _C14'4'0
5l
1/4xjo14R0--j
S/47',-'
SlgeJO
f'/<; r
'r4'jf7
6244'/E�
S_,14 %r
Sjf1%W
ATTENTION: It It Is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality
of Anchorage: Department of Health S Human Services and/or Department of Environmental Conservation. Matsu Boroughy■■
Department of Envlrcnmental Conservation. ■
■ e
TO/10 35,:,d tT'AFT`InS 6SZZ239 ccc:60 LOOZ/c0/60 ti
,I irc, C, •�
hereby certify that I have described
des=
Pachcrga
R Precin-t 'AIZ51AL. and at the
=!n, smlatea t .72 are wit'L-1 'Ae F=e.-.-viines and 6c nm
o-.-e:ia,- o- en=zac4 C.-. thc'themtc, tha,�.
no Lmpmvemanls P.1 pnnenv* adjacent the -etc en.c-:;z:h,.
c-, the; -n hMes 0-!m!ses in. cuastcm tr"a' tlhe-e are n,:. roa
ns..
: - -M . J`.4 e' easemen's G;-. said MJ' LLQ' 7 ; �:- A
e. ^t as ind::Z:ec! h? -nn.
D a. ? zt Ez�le
c:
C. jo�'N-FCN*
Ns.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
December 3, 2007
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: Concern Regarding Test hole Locations for TISN, R1W, Section 4,
SE4, NE4, NW4, E300' of 5200'
Attention: Joe Goodall
It is our understanding that you have concerns regarding the test hole locations shown on the as -built
drawings being different than what was shown on the design drawings. The test hole locations on the
design were app mate locations. The actual test holes locations shown on the as -built drawing are
accurate. If you Yav4 any questions please feel free to call us.
M.S.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: www.garnesscngincering.com
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water and 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 SUBMITTAL COMMENT SHEET
To: GARNESS ENGINEERING
Legal description: T15N R1W SEC 4 SE4 NE4
❑Permit ❑C.O.S.A. ®Inspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
1. AS -BUILT TESTHOLE LOCATIONS DIFFERENT FROM PROPOSAL TESTHOLE SITE PLAN LOCATIONS
Name of reviewer: JOE
Date: November 29, 2007
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
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
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Jun 07, 2006
Expiration Date: Jun 07, 2007
Permit Number: SWO60135 Parcel ID: 051-042-19
Legal Description: T15N R1 W SEC 4 SE4 NE4 NW4 E300' OF S200'
Design Engineer: 0855 Garness Engineering Group, LTD Site Address: NHN DEER PARK DRIVE
Owner Name: TED CARLSON Lot Size: 59767 SQ. FT.
Owner Address: PO BOX 671829 Total Bedrooms: 4 Permit Bedrooms: 4
CHUGIAK , AK 99567 -
This permit is for the construction of:
R Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage
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:
Issued By:
Date:
Date: 6-7-06
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.cl.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 061-6t4y - lq
Property owners) TED CARLSON Day phone 688-2573
Mailing address P.O. BOX 671829 • CHrUUGIAK, AK
W V4 � �[
Site address )0EVZ.. Pn .A� �L>v_6 _ Zip Code 99567
Legal description (Sub'd, Block & Lot ) N/A
Legal description (Township, Section & Range) T15N. R1 W. SECTION 4. SE4. NE4. NW4. E300' OF S200'
Lot Size 5q, 10 Acr Sq.Ft
THIS APPLICATION IS FOR ( (Dall that apply):
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
Number of Bedrooms 4
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
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.
Permit/Rush Fees: L114 C-0 +I W FD Waiver Fees:_
Date of Payment: �0l f /to Date of Payment:
Receipt Number. �(agJJr Receipt Number..
(Rev. 11/05)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
May 25, 2006
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 T15N, R1NV, Sec. 4, SE4, NE4, NW4, E300' of S200' Ptn.
To whom it may concern:
The proposed 4 bedroom house is to 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 were
excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes.
The proposed well is to be drilled in the area shown on the attached site plan and design drawings.
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 RATERS: 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 average topography below the
drainfield is a 5-10 percent slope running approximately east to west. In short there are no slope
concerns.
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 assistance.
Gamess, P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, two soil logs, which are all part of the design package
for this septic system. (Contact C.E.C. 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
DEER PARK S/D #1
LOT 2. BLOCK 1,
D
i
/
/
FA
DEER PARK S/D /
LOT 3. BUOCK_L.
I
DEER PARK S/D 01
LOT S, BLOCK 1,
DEER PARK S/D
LOT 4, BLOCK I
LI
11
R PARK DRIVE
Its
T15N. RIW, SEC. 4,
SE4,NE4.NW4. E530',
S200', LESS E300',
\\ALTERNATE STTE�
csEPTIC \
ARL \\
TISN, RIW, SEC. 4,
W2,NE4,SE4, NW4', E200',
NO CONCERN
i
-PROPOSED
4 BEDROOM
HOUSE
'OSED SEPTIC SYSTEM
DESIGN PACE 2 OF 2)
TISN, RIW. SEC. 4.
E2. NE4. SE4. NW4.
NO CONCERN WELL
AND SEPTIC ON
SOUTH END OF LOT
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS E GENERAL CONTRACTORS
ro+ c nna Ana, 4uR
101 • w,o,aua. w w ? • r u»,w • M )M-31" • �:. ..., `
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
TED CARLSON 688-2573 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
T15N, RIW, SECTION 4, SE4, NE4, NW4, E200', S200' PTN C.J.G.
TYPE OF WORK: DATE:
SITE PLAN FOR SEPTIC SYSTEM UPGRADE 1 5/25/2006
(R9, 0U15)
�\ CSEPTIC
ARS�D
TABLELANDS S/D;
' LOT 21, BLOCK S.
/
/
/
it
/ I TABLELANDS S/D;
LOT 7, BLOCK 9.
I AE RP
I
I
I
I
I
I
I
I
I
I
I
I
H
......... ................
OF BEDROOMS:4
PER DAY (GPD): 600
ION RATE/S:5 k 7.5 MIN./INCH
D APPLICATION RATE: 0.8
DRAINFlELD SO.FT.: 750
DRAINFIELD DESIGN:
MAXIMUM DEPTH:8 FEET
WIDTH:5 FEET
M.OA APPROVED SAND FILTER: N/A
EFFECTIVE:4 FEET
REDUCTION FACTOR: 0.5
ACTUAL SO.FT.: 750
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEC. 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
NDITIONS OUTLINED.
DEER PARK DRIV \
\ /
s_rnx ROPOSED DRAINFlELD
Fl I PROPOSED 1250
I I I GALLON SEPTIC TANK
\ I I I I
INSTALLFOUNDATIONTION \
I POUT
ROPOSED
I II II WELL
II II �
ALTERNATESITE I I I I � �'W
S 1f17
,;... • /
/ INSTALL DOUBLECLEANOUTS
NOTE: THE CONTRACTOR SHALL HAVE THE
100' WELL RADII SHOWN FLAGGED AND THE
NORTH LOT LINE FLAGGED BY A REGISTERED
LAND SURVEYOR PRIOR TO CONSTRUCTION.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
.1w1 C moan Aon, tort w1 • MK1101VCG /K nwr • e (wf).v7-o1" • fw< (wr}>,M-uN • sU9rt: ew.p•MywMpew
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
TED CARLSON 688-2573 2 OF 2
T15N. RiW. SECTION
E300', 5200' PTN I C.J.G.
OF WORK:
DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 5/25/2006
(Rev. Ot)D5)
....wrt.........:
,t yelf
y AG mess:'
CE -795
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: T15N, R1W, SEC 4, SE4, NE4, NW4, E300'
PERFORMED FOR: TED CARLSON
DEPTH ____
(feet) as�a ORGANICS ITEST HOLE 1
1
7
9] Jill
(HARDPAN)
16
17
18
DEPTH TO DATE
GROUNDWATER
DRY 5/12/2006
DRY 5/23/2006
DEER PARK DRIVE
APPROXIMATE
LOCATION
SCALE:®I
V . toa'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
SOIL
CLASSIFICATIONS
5/15/2006 1
7:00
—
6-
—
2
GW
•-
0-
6-
3
7:30
-
ML
—
4
8:00
30
0-
6-
5
8:00
—
11.111!11
—
CL
8:30
30
0-
6 -
GCNNN
•
IIIIIIIIIMH
-CH
1
Sm x
•
Jill11111
Sc
7
9] Jill
(HARDPAN)
16
17
18
DEPTH TO DATE
GROUNDWATER
DRY 5/12/2006
DRY 5/23/2006
DEER PARK DRIVE
APPROXIMATE
LOCATION
SCALE:®I
V . toa'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/15/2006 1
7:00
—
6-
—
2
7:30
30
0-
6-
3
7:30
—
6-
—
4
8:00
30
0-
6-
5
8:00
—
6-
—
6
8:30
30
0-
6 -
PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY CEO, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PER ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: nsN, NIW, 5LU 4, St4, Nt4, NW4, cauU
PERFORMED FOR: TED CARLSON
DEPTH
(feet) g ORGANICS ITEST HOLE 2
1
Yl
9—� SII} GM TO IM
(HARDPAN)
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
Isi1jii
DRY
5/12/2006
LOAMSOIL CLASSIFICATIONS
5/23/2006
7:00
—
6'
—
2
7:30
30
1'
5-
3
•111111111
.
•ML
6'
1
4 1
8:00
I
2-
4-
1
8:00
—
I
—
6
8:30
30
2-
11MIM GMU//moiCL
1
I i//% G CHNH
•
SWMH1
IIIIIIIII
1
1
_
I %//%CH
I
lltfll�l
•
SC
Yl
9—� SII} GM TO IM
(HARDPAN)
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
DRY
5/12/2006
DRY
5/23/2006
7:00
—
6'
—
J r y�prness�
E-795j�
-- -------------- ---------
----%-- -----------
DEER PARK DRIVE
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THJI
1 APPROXIMATE
1 LOCATION
/
i
i
i
s®
r . ioo'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/15/2006 1
7:00
—
6'
—
2
7:30
30
1'
5-
3
7:30
—
6'
—
4 1
8:00
30
2-
4-
5
8:00
—
6'
—
6
8:30
30
2-
4-
19� PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9-Z OL
SURVEY DETAIL i
Iii
'5
SCALE: 1"=50'
0-49-34'15
4'
L-6
191,3
U el84
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40.31' 2-E
7a''
6,623
61.581 o
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J0.72'
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BARDNUD —EN -1
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(SEF NOTE 1)
25
39,157 Sq It (0.90 Wes)
TII
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SIT -IT RICAR
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RKORD OF SURVEY
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(SFE NOTE 1) a I TORGERSEN
39,157 Sq Ft (SEE NOTE 2)
W, NICE "1", 59.767 Sq Ft (1.37 AcrDS) o
NOTE
,K! j189 '55'34'W
789-48' 9.69- 300
—222'
529.bB'--'
Ll
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SURVEY DETAIL i
Iii
'5
SCALE: 1"=50'
0-49-34'15
4'
L-6
191,3
U el84
-11 �z IU -71,
40.31' 2-E
7a''
6,623
61.581 o
N53°27' -r4
J0.72'
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—
BK ETESCSIDTION FOR UYE EIL,TIBS PROPERTY 11 PRII.CfO I-
BOIN BE SABUDR, — LIFE. BAJEO OEC CEN I., 11191, RECORDED
IN "OK 021 X F— ARE RACE RECORDING CIIINDCI. .0 ITIE
AA,N,N,Y V, '0 MEET, MAY 20. Iql,. IECCICTO 11, MOR, 0765G, PALL 63,6.
h"Aa RCCOROPTC, DfCUUCIl -`E ('— 'T"W"U. RE OS AS
,MO.
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ONE (SE /, NE I/' N'. EfT) OF SE.U. —
4, IRU' 11
.ORll TIA'S' , ST. 51-0 ADENURAM R"ORDIDG OMIT.%
THINIT ITRUCIAL DISTRICT. STATE 01 'UE
fMT = FEET INEREOF WB
llaYBNO RWRURC- IRFC T A-1, BEER DARK
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D"C" U 1,
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IN BjE -C,KSTADC RCORDING 115MCT. TISINT 1BORCM DIS INICT, CTAL
of 1-
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ITT'. U t2 P# 0m. ANC—ACE RE—om DIS'Nic-, T"f: L'GL
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F,, ,I. F',, ', l r,'N, LO FWT 11 111F 011 -CLAVIER
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, IT
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-BIG . I71C OWC- 01 1—
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IT.C.' SUR,,,l i R GF. MRIS 10 -ILD t. 114 —N0I
ALCOho RNG DISTRICT, THIRD JIDICIAI- O'STRICT, STATE OF kASMA,
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A
(SEF NOTE 1)
25
39,157 Sq It (0.90 Wes)
TII
TI
RKORD OF SURVEY
S23
#01.. IS—
N89,55,34,w 229.69'-----1
SECTION IIR"
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—
BK ETESCSIDTION FOR UYE EIL,TIBS PROPERTY 11 PRII.CfO I-
BOIN BE SABUDR, — LIFE. BAJEO OEC CEN I., 11191, RECORDED
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AA,N,N,Y V, '0 MEET, MAY 20. Iql,. IECCICTO 11, MOR, 0765G, PALL 63,6.
h"Aa RCCOROPTC, DfCUUCIl -`E ('— 'T"W"U. RE OS AS
,MO.
". CAS, IEEI .1 IFE CO.,. 200 FEV OF DHF SORDI—I
CN OU BU or "A NONT iFAST CRE -CU.", OF 'RE "m-Ev
ONE (SE /, NE I/' N'. EfT) OF SE.U. —
4, IRU' 11
.ORll TIA'S' , ST. 51-0 ADENURAM R"ORDIDG OMIT.%
THINIT ITRUCIAL DISTRICT. STATE 01 'UE
fMT = FEET INEREOF WB
llaYBNO RWRURC- IRFC T A-1, BEER DARK
T,lNlUCN 1, ACCUROV'R, 10 F" —W.
D"C" U 1,
IN 'I A- 1. LEER — —$TlC. ".. L —TRNUNC TO -1I T ""HELD
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of 1-
2, TW, LFrTl CESCRP'TION FOR IBE TORMRSLN 11011�1 11 ilCLU OCIT
,N TUr S.,DtW,Y —RANy DEER UATID OCIENREJ )CO. RICCROM IN
ITT'. U t2 P# 0m. ANC—ACE RE—om DIS'Nic-, T"f: L'GL
DESODInDN I1C3 s f—OAS.
F,, ,I. F',, ', l r,'N, LO FWT 11 111F 011 -CLAVIER
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CXIEP INC N-EIRO. —1 POR t0 ".0 WIY IN LEIB Ai. DR." AND
....T A
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SCALE IN FEET
55
UT'
DETAIL "A
SCALE: 1"=20'
g"
A4
N' E R, INTB -,-/- TIT �' US-IfIT I-
TIES NOT4TSCRI N 9- .010 - DAIDNI—IS
DUCAN,
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SCALE: 1'=20'
RKORD OF SURVEY
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b, AS Q 15,290(2)
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st, "INDISR. TAI
W. 0 1. 70
SCALE IN FEET
55
UT'
DETAIL "A
SCALE: 1"=20'
B,F STATUTORY WARRANTY DIED CAED MCI MR ", —1, RECORDED
It So. DOM, PACE 611 DBNKRIS TO CONVEY TRE
18 EMG EAR PORTIDN OF EFER TIM, ORND 1T -I -CI -WAY TO THE ELKINS
UICACIs .50 A — GEED ET, .,ED — 7.. '"". .. ECONOTO IN WON
02 S'. TE 666 U,ICH ALSO PUMON's TO co"u THE —E PROPERTY
10 jU, EIXINS, NETrR, I,Rl — MEN TRE UTDETRY DEDICATED TO TUE
-_M. . t,, C-- FOR UIC MRIBSE 01 1— ITAR -RIBI.
,11 1. N4C l2ON-1— IS :IFURED 110EIT FOR INIS
.CIV.
EACEVENT —ME IS M-01. IN FIRSK .11n, PAGE 237. AND BOOK
02518, PACE DILI QRANI A 20 1001 WI(Tf IRNIIE CNI-NAy EASEVENU
CROSS NUES LRD 5 FOR UfE BENEFIT OF INE ELKINS -0 TORE'ON
P—T`IS, AS WE I AS I- ADDIII.— I'ARCELS ITT THE ROD, -
TU, SNCAS DDE OOAIIOR .1 F),C —ARFEU (UNTEMME AS IT "ISIS
A' 011 TWE OF — 'OR 1--IIENAE
.0 1111E 'EARCII NAB SEEN PVM—co 'ON THIS 5ON',VI AN. MERE
MODAL F&M.011S, COST—TS, OR RESTRICTIONS WD;CH ANL
IIISEO.'
C 0131
-7
n-Amixfflak
g"
DETAIL "B"
SCALE: 1'=20'
B,F STATUTORY WARRANTY DIED CAED MCI MR ", —1, RECORDED
It So. DOM, PACE 611 DBNKRIS TO CONVEY TRE
18 EMG EAR PORTIDN OF EFER TIM, ORND 1T -I -CI -WAY TO THE ELKINS
UICACIs .50 A — GEED ET, .,ED — 7.. '"". .. ECONOTO IN WON
02 S'. TE 666 U,ICH ALSO PUMON's TO co"u THE —E PROPERTY
10 jU, EIXINS, NETrR, I,Rl — MEN TRE UTDETRY DEDICATED TO TUE
-_M. . t,, C-- FOR UIC MRIBSE 01 1— ITAR -RIBI.
,11 1. N4C l2ON-1— IS :IFURED 110EIT FOR INIS
.CIV.
EACEVENT —ME IS M-01. IN FIRSK .11n, PAGE 237. AND BOOK
02518, PACE DILI QRANI A 20 1001 WI(Tf IRNIIE CNI-NAy EASEVENU
CROSS NUES LRD 5 FOR UfE BENEFIT OF INE ELKINS -0 TORE'ON
P—T`IS, AS WE I AS I- ADDIII.— I'ARCELS ITT THE ROD, -
TU, SNCAS DDE OOAIIOR .1 F),C —ARFEU (UNTEMME AS IT "ISIS
A' 011 TWE OF — 'OR 1--IIENAE
.0 1111E 'EARCII NAB SEEN PVM—co 'ON THIS 5ON',VI AN. MERE
MODAL F&M.011S, COST—TS, OR RESTRICTIONS WD;CH ANL
IIISEO.'
C 0131
-7
n-Amixfflak