HomeMy WebLinkAboutpitkin.eh.246533201010 (1995)Document Layout
(From Most Recent to Oldest Permit)
Permit
Application
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Soil Information
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Second System on property
Third System etc.
Floor Plans
Please See Building and Land Use Approvals Files for additional information.
rP Ilo#),gU6j �- 334-ol_ojo,
ASPEN ENVIRONMENTAL HEALTH DEP*ENT
'• APPLICATION FOP. AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM QSDS) PERMIT
.Name of OWNER �� yv`r s Qii kjNi Bus. Phone # 22)Z;—may CaSCIR
Mailing Address L Jj7D G AfZF1EL4> S f , N,W, Home Phone #
ZOi n`a
Name of AGENT STJo )n rz, }t7LrEl i&t j ter,' Bus. Phone #
Mailing Address r-�� �j, [N) 1 t <��ir��Yl Home Phone #
(J Copy of Permit to be Sent to: =ttggt� 1841 rE !'f�A)1Li VFi-K G�/JS) �jK l6 ( 7' yS�Z
ray 9i-7-11`51
PERMIT IS FOR: () NEN INSTALLATION, () REPAIR, () ALTERATION NOT DUE TO FAILURE, or () EMERGENCY USE for permit #
SOTZU l:T'
=GAL DESCRIPTION of Property: S .>v lot _, block _, riling _, and subdiv. _
of Lot 27 acres Type of Structure Proposed
a BEDROOMS _L, # LOFTS _, # GARBAGE DISPOSALS j, # DISHWASHERS _1_, # CLOTHES WASHERS I .
:'ater Supply: (V/Private 'Nall, () Spring, () Stream, at () System (Public or Private Name: )
IS PROOF CF ADEQUATE WATER ATTACHED? O YES or K NO HAS THIS PROJECT BEEN APPROVED BY PITiON COUNTY? O YES or f NC
AP.ft3ddn for an individual sewage disooaat system permit is he*" suamYba. The undersigned aclmowleti our the above irdormauon Is =a and that rake Imomumo, vwa analtdatir the application and
=•ly subsecuent permit Issuance of the permit does nor esotietry, at imdlictiy ir+ply the approval m any other Parma reduired for construcdon Pursuant = Pitkin Ccunry codes. NO canweuan me, be lutlmaken
mw ad approvals and permits have ceen abtainso. The owner assumeN4_1.
alLtin in case of failure or inadeq.1 of Oris system.
{//�IJ%
:IGNATURE OF APPLICANT �KL1 // Date 11614
-�.e application becomes invalid 120 days from P'date iigned. This permit is valid only for the design as specified below. '
.............. ............ ....BELCW FOR OFFICE USE ONLY*.e.............. .............
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT # q So 33
d0 fee paid Yes. Date received "i Receipt # z2� Received By
DESIGN CRITERIA OF SYSTE:bt TO BE INSTALLED: Any changes must be submitted and approved in writing.
3 of Bedrooms: .�, Percolation Rate: _3 V mpi, Avereg =: OD gallons/r/4'
,n Engineer Cesigned system needed? () Yes ori No (Ad plans and sperJfirauona W the engineer snap to I011owaa any cnergn mum G appro+ed in wrung atm the engineer
...I cenay the snat irutallation to in. E:tviromnenm Heae, Department in wraing.)
,Alinlmum Septic Tank Capacity J, 0 D p gallons Absorption Area 7(y-7 square feet minimum
(; 2psorption Bed, ( ) Absorption Field in Trenches, ( ) Gravel -less system, ( ) Pumping/Oosing Chamber.7) Absorption Pit
1 � c� Y F�A4,inen-- rw&-� ca /750 �Ara"veitfa
11 0. 4 ��rr� .�.awa-Oi ,r;,, t I s 3
Q Wa�L rwrf re./ 3 0 % Stags requiring inspectionBefore excaton.() td�on completeonan arplV�ceme o poveringVibutfon system absorption
e!d, Prior to backfill of any component and any situation deemed necessary by Environmenartment Staff.
..+s and sp«diutiens of the yoposed individual sewage disposal system have been reviewed and are considerer sausfa@ory. Permission is hefeby granted W the miner or his agent m Perform Me work
-.loafed above in aCr ondance with the Pitkin County Individual Sewage Disposal Regulations in effect on the care Of issue. In addition to general provisions ser IoM in any se— "At% this Persia is waisct
�e 1.1:tving additional farms and conditions J say:
.APPROVED FOR ISSUE BY. DATE OF ISSUE:
abev. ilmividual sewage disposal system has bean inspecter for by Ne Aspe�tkin Envoo ental Heath D.PnnlenL The caner assumes all rnpans ilifies in a of faiWre Or inadequacy Wrs
a
:ys:em, Comolete as-th,at drawing and all zpeo.rio ti,n, of a, -wit induder wah this penniL
FINAL INSPECTION BY: �Z'44 gm DATE OF FINAL INSPECTION: f0 - /3- rII
EC:'H:uC0!JTCPC:V+P:PER.MIT.E.1 14 scuTH G A STREET ASPEN, =LCR.sCO 01811 PHCNE daa.92ada)a Fax J0.1.92p.a19y
alPEHC uga PRINTED CN RECYCLED PAPER
lC'f' I -S-
FINAL SYSTEM DESIGN
FINAL SPECIFICS OF THE SYSTEM INCLUDED UNDER THIS PERMIT:
(AS -Built Conditions)
kir( Connors ClnsittUL) ti
Type of Tank or Treatment Unit: 6,yryk- Tank Capacity: 1000 ,gallons
Type of Absorption Field: �y1-s.Ui HOBS Ghee Ir,fbsorptfon Area: 5'Y6 square feet
DESCRIPTION, CONDITIONS, AND SPECIFICATIONS OF SYSTEM DESIGN:
Zeucl of -SAIL is g0od • idlyttaac 4- 11 of ;e,oe✓ �YIL. rtla C1C[n—eat
1/6+ ,0 hot(se_ his irci crjs4,-uccd - 3-Amejes o� y ra uc IL, ss c6f.(u �xrs
Wex-c ins{ -fled 49"'!ti to Ck4atkcr3 in each- Gtirx, 1rendvs ,ju-c Icud.
1 FML AS -BUILT PLGr PIAN:
1 41.4 a re c( }�� La;41A 4"
lef it 0U4_lt' 1 is WG✓L M(orrrciF , 4iLc
luq s no+ ci i 9 d; d o ll- GIL fc n d I H e Gown
a. A1W #_n t5-ba.)h dl-",r�q Skowi'/L dr5�xG e✓L'1%dr01,5vV
is weV, J
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inS4y'&_CSI S
3. &4- Pipes WikL. lois nerd !a be ;,Is�aikd �+ +1,-
end of lAcl, 4rcnd,_
FINAL INSPECTION BY: _
.90 M:UODJTCPO: wP:PEnMIiS 1
IL L�
DATE OF INSPECTION:
100 SOIrrH GALENA STREET • ASPEN, COLOPAMO Biel1 • PHONE 000.910.7070 - FAX =M.5197
PRINTED ON RECYCLED PAPER
•
0
Aspen / Pitkin Environmental Health Department
Contact Log Sheet
Name: G LA r tq �l i n I tfYin_
Parcel ID#: QL4 Lp 5_ D
Address: L c i I `— S,pris i t
-I� C -IA
Date Person Spoken To
Comments / Action to be Taken
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Nelson Environmental & Wastewater Solutions, Ltd
E July 18, 1995
W Mr. Mike Connors
S Mike Connors Construction
P. 0. Box 1639
Basalt, CO 81621
I F
JUL 2 0 1995
ENVIRONMENTAL HEALTH
ASPEN/PITKIN
Subject: Soils Evaluation and Percolation Test for Individual
Sewage System Design for the McLaughlin Residence, Parcel 15
Sopris Mountain Ranch (A Parcel of Land being part of Tracts 78
& 87 located in Sections 32 and 33, Township 8 South, Range 87
West of the 6th P. M.), 401 Sopris Mountain Ranch Road, Pitkin
County, CO
Dear Mike,
As requested, Nelson Environmental and Wastewater Solutions,
Ltd., performed a soils study and percolation tests on the
subject property to design a septic system for the proposed
residence. We conducted this study according to Section 5-1
through 5-5 of Pitkin County Individual Sewage Disposal System
Regulation (Revised May 1995) on July 18, 1995. We have based
our recommendations on the subsurface conditions encountered. We
will furnish this letter to the Aspen/Pitkin Environmental Health
Department at our earliest opportunity so that you may obtain a
permit to construct this sewage system.
Proposed Construction:
The planned residence is a one bedroom, one and one half
bathroom, two-story frame house with an additional one bedroom
detached caretaker unit to be constructed in the future. The
total living area of the main house is calculated to be
approximately 3000 square feet.
The domestic water supply for the property is proposed to be from
a drilled well that has been recently completed.
Site Conditions:
The lot of approximately 35.7 acres located in the Sopris
Mountain Ranch Subdivision. The building site is approximately
100 feet above and 500 feet from West Sopris Creek.
The ground surface, which appears natural in the proposed area of
the absorption field, slopes to the West Northwest at 10%. The
top part of the property is covered with aspen trees and oak
brush. The lower portion of the lot, where the absorption system
9 P.O. Box 6961 Snownmw Village, C0.81615 Office (303) 923.3289 Home (303) 923.2766
McLaughlin Residence
Parcel 15, Sopris Mountain Ranch
Soils Evaluation and Percolation
Test for Individual Sewage System Design
July 18, 1995
Page 2
is to be located, is an open meadow with grasses sagebrush and
serviceberry with occasional scattered clumps of scrub oak.
Subsurface Conditions:
A soil profile, within 10 feet of the proposed absorption area,
was excavated to a depth of nine and one-half feet. The
excavation revealed that no groundwater or bedrock was present
within 9 1/2 feet of the surface of the ground. The topsoil
consisted of dark gray loam 11 inches thick. The subsoil was a
sandy, clay loam with cobbles and boulders, two inches to eight
inches in diameter, to the depth of the excavation.
The subsurface soil conditions were evaluated with the standard
percolation test procedures at the approximate location shown on
Figure 1 and 2.
Percolation Testing:
Percolation testing was performed in the proposed absorption
trench area Northwest of the planned residence. This testing was
performed in three shallow holes excavated with a backhoe to a
depth of twenty to twenty-four inches and completed by digging a
smaller hole in the bottom of the backhoe excavation with hand
tools. The total depth of the percolation holes ranged between
thirty-seven and forty-two inches.
Before the test, the sidewalls were scrapped, and four inches of
gravel were placed in each test hole. The percolation holes were
pre-soaked by adding water the evening before the measurements
and again approximately every two hours for an eight hour period
before beginning the percolation test.
The results of the percolation testing are presented in Table I.
These results indicate the sandy clay loam soils have an average
percolation rate of 30 minutes per inch, a satisfactory
percolation rate under Pitkin County criteria.
Limitations: This report has been prepared according to
generally accepted practices in this area for use for sewage
disposal design purposes. The conclusions and recommendations
•
McLaughlin Residence
Parcel 15, Sopris Mountain Ranch
Soils Evaluation and Percolation
Test for Individual Sewage System Design
July 18, 1995
Page 3
C
submitted in this report are based upon data obtained from our
site visits at the location indicated. There is some possibility
that the nature and extent of variations in the subsurface soils
across the site may not have been evident at the time of this
investigation, and may need additional evaluation, if further
excavation reveals conditions different from those described.
This office should be advised of any unusual situations as soon
as possible so that we may reevaluate our recommendations.
If you have questions or if we may be of further assistance,
please call the office.
Sincerely,
Robert F. Nelson, R.E.H.S
President
Reviewed qBy,
W
%
t=::E
ay Hammond, P.E.
Schmeuser, Gordon, Meyer
Engineering
0 0
Nelson Environmental & Wastewater Solutions, Ltd
E Property Address: 0401 Sopris Mountain Ranch Road
W
S Legal Description: Parcel 15, Sopris Mountain Ranch Subdivision
Property Owner:
Name Ann McLaughlin
Contractor: Excavating Contractor:
Name Mike Connors Construction Name Contractor
Address P. 0. Box 1639
Basalt, CO 81621
Phone 927-4542
Saturation and Swelling
o Smeared surfaces removed? X Yes
o Gravel Added? X Yes To a 4" Depth
o Date and Time presoak water added
07/12/95 A 2:45 am.
o Amount of presoak water added
10 gallons per test hole on 7/12/95
12 gallons per test hole on 7/13/95
o Did water remain in holes after overnight presoak? No
o Water remaining in holes atter presoak?
Hole 1: X Yes _ No
Hole 2: X Yes _ No
Hole 3: X Yes No
Percolation Rate Measurement
Hole 1: 27 minutestinch
Hole 2: 32 minutes/inch
Hole 1: 32 minutes/inch
AVERAGE 30 minutes/inch
Groundwater.
o Not Encountered to 9 1/2 ft.in profile
o Estimated depth to high seasonal
water if not encountered- 8o feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
_ Yes X No
Slope in absorption area
10% to the WNW
Bedrock
o Not Encountered at 9 1/2 ft.
o Estimated depth if not encountered ->40 feet
o Type of bedrock:
ClaystoneShale
X Fractured Weathered
o Is bedrock believed to be permeable?
X Yes No
I certify that the above information is correct and complete to the best of my knowledge
and that all tests were performed in accordance with the provisions of Pitkin County
Individual Sewage Disposal System Regulation, Article 5-1 through 5-8.
Reviewed by:
Obert F. Nelson J Hmmond, P.E.
President ch euser, Gordon, Engineer
Meyer
Y 9 �¢'
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 973.3289 Home (303)
Nelson Environmental & Wastewater Solutions, Ltd
E
W
S TABLE I
PERCOLATION TEST RESULT FORM
Hole
Length
Depth at
Depth at
Drop in
Average
Hole Depth
of Interval
Start of Interval
End of Interval
Water Level
Percolation
No. (in.)
(Minutes)
(Inches)
(Inches)
(Inches)
RatgAfm./Inch)
1 42 10
315/16
31/2
7/16
10
3 1/2
3
1/2
10
3
25/8
3/8
10
25/8
21/4
3/8
10
21/4
17/8
3/8 27
2 37 10
7
63/4
1/4
10
63/4
67/16
5/16
10
67/16
61/8
5/16
10
61/8
513/16
5/16
10
513/16
51/2
5/16 32
3 38 10
615/16
61/2
7/16
10
61/2
63/16
5/16
10
63/16
57/8
5/16
10
57/8
59/16
5/16
10
59/16
5 1/4
5/16 32
Ann McLaughlin Property
Parcel 15, Sopris Mountain Ranch Subdivision
Date of Percolation Test: 07/13/95
P.O. Box 6%1 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
I
9
P-2
P-3
Nx,
P-1 tv
10000,
FIGURE 2
McLaughlin Property
11P
North Oo-
Scale:
As Excavation/
0,
X
House Location
C 100 ZOG
SCA -E' I" = 20(','
BASIS OF BEA:dNG
r7
f
4 oc 600 F T.
FOUND MONUMENTS AS SHOWN
FIGURE 1
McLaughlin Property
60'HOAD R.O.K. n /
PUBIC O'/C/TY EC7M4E-.i'
s
1409. 4T 1 1 O
N e 000 �Q.O
81 b
2 I I C-3
/00000�
T\5.5 I I r— FOUND: No 5 RESAR 8 PLAS. CAP
I I N L. S. 9018
END OF kL. � I
0C�E' E.:5TW NT_\I .... •F •..�i0j' o
g6n 30 BU: -DING f Proposed Area of Leaching Field
.\
N' ENVELOPE
�f��'A Profile F�rcavation
J (Z: G�1 Il., LS-�.— . � L� 2 1 `I 1 T:/!-i✓:'i APH I' v •p7
35.70=
Acres
41% i ......L ............. -. .. FOUND: No.5 RESAR/
�p9 PLAS. CAP
L.S. 9018
/
STI J1 5 955 Percolation Test Holes Location
c0 +�
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Q,pO 00
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�'✓tr/CLL 'Ot?MI fnLCTI CSN /ANo TOOT nCr>On1T
STATE OF COLORADO, OFFICE CF THE STATE ENGINEER
FOR OFFICE USE ONLY
APPROVAL I GWS31-91.03
'
WELL PERMIT NUMBER 186810
OWNER'SNAME(S) Ann McLaughlin
Mailing Address 4320 Garfield St NW
City, St. Zip Washington, DC 20007
Phone
WELL LOCATION AS DRILLED: SE 1/4 NW 1/4 Sec. 33 Twp. 8S Range 87W
DISTANCE FROM SEC. LINES :
2250 Ft. From North Sec. Line. And 165 C Ft. From West Sec. Line. Or
SUBDIVISION: Sopris Mtn Ranch LOT 15 BLOCK FILING (UNIT)
STREET ADDRESS AT WELL LOCATION:
4.
GROUND SURFACE ELEVATION ft. ORIt I_INr, METHOD : Air Rotary
DATE COMPLETED 06/30/95 TOTAL DEPTH 160 ft. COMPLETED DEPTH 140 ft.
5. GEOLOGIC LOG:
Depth Type of Material (Size. Color. Type and Water Located)
6. HOLE DAM.m (
9.0 0,0 2 4
000-063 Brown & Gra Shales & Clays
6.5 24 140
S. 140 160
063-160 Grown
Shale_�Mancos Shale)_-
___ _
7. PLAIN CASING
OD(in) Kind Wall Size From (ft) To (ft)
_
7.0 Steel 0.240 0.0 24
S.S Steel 0.188 20
±100
PERF. CASING: Screen Slot iz :
_
5.5 Steel 0.1881 100 1 140
WATER LOCATED : 100+
REMARKS:
8. Filter Pack
Material
Size
Interval
9. Packer Placement
Type
Depth
10. GROUTING RECORD:
Material Amount Density Interval Placement
cement 3 sks 6 al/s —24 poured
11. DISINFECTION : Type HTH
Amt. Used 3 oz.
12. WELL TEST DATA: I ] Check Box If Test Data Is Submitted On Supplemental Form.
TESTING METHOD : Air compressor
Static Level : 45 ft. Date/Time Measured 06/30/95 Production Rate 15 gpm
Pumping Level: Total ft. DateMme Measured 06/30!95 Test Length (hrs) 2
Remarks :
I hwa road an rhtamenla mad@ herein arW krww IYp "WAS thereof, ane Nal tte y aae tree tom/ uwaledge ii ur:u , to socim:4-4-104 (13)(a) CRS, the aakng of false statements hereof
consalutes pefjlry h the second degree and is ptrusratle as a rims I misdemeanor)
CONTRACTOR : Shelton Drilling Co Phone: 303-927-4182 Lic.No. 1095
Mailin Address PO Boa 1059 Basalt, Co. 8 21
Name I Tile (Please Type or Rint)
Wayne Shelton /President
Si
Dale
07/05/95
To: Rick Magill, Planning Office
From: Nancy MacKenzie, Environmental Health Department
Through: Lee Cassin, Assistant Environmental Health Director
Date: June 30, 1995
Re: McLaughlin Caretaker Dwelling Unit
Parcel ID # 2465-332-01-001
-----------------------------------------------
-----------------------------------------------
The Aspen/Pitkin Environmental Health Department has reviewed the
details of the McLaughlin application under the authority of the
Pitkin County Land Use Code and has the following comments.
Mike Conners, the contractor representing Ann McLaughlin, has
been in contact with this department with regards to the main
house and the garage/caretaker unit. He is in the process of
having a well drilled and obtaining perc test results and profile
hole information. These results will be used to design a septic
system to serve both the main house and the caretaker unit.
ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-17 and 3-1104:
"it is the policy of the County to insure the availability of a water supply of adequate quality, quantity,
pressure and dependability for fire protection and support of a proposed land use prior to approval of the
use. The County shall require land uses to hook up to existing public systems if service is available."
This Department needs adequate information on the quantity and
the quality of water available. This can be done from tests of
wells present on-site by a water engineer's or well driller's
report. The applicant must ensure that the water quality is
acceptable by having it tested by a lab such as Snowmass Water
and Sanitation or Aspen Consolidated Sanitation. Water of
acceptable quality and quantity has been obtained in most lots in
this area, however some lots in the general vicinity have had a
problem, such as high sulfur. Before a septic permit can be
issued, the well must be drilled to assure that setback
requirements from the well to the septic system can be
maintained.
A condition of approval for this application is the receipt
of information documenting the location of the well(s) and
quantity/quality of the well water.
Ips
SEWAGE TREATMENT AND COLLECTION: Sections 2-18 and 3-1105: "Itis
the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing
and new developments. Public and private sewage disposal systems and connections to such systems shall
comply with the sewage disposal guidelines of Pitkin County's Individual Sewage Disposal System Regulation."
Lots in the Sopris Mountain Ranch area are served by individual
septic systems. All such systems installed within Pitkin County
require septic permits issued by the Environmental Health
Department, and must comply with the County's septic regulations.
To receive a septic permit, the applicant will need to submit a
septic permit application and appropriate fee with a completed
Soil Data Form including percolation test results and profile
hole information. It must be possible to design an adequate
septic system before a building permit can be issued.
The Aspen/Pitkin Environmental Health Department will design the
system for the applicant as part of the permit fee, unless an
engineered system is needed, which we determine based on soil
test results. An engineered system is required if any one of the
following conditions occurs: a percolation rate faster than 5 mpi
or slower than 60 mpi; maximum seasonal level of the groundwater
table or bedrock less than four feet below the bottom of the
proposed absorption system; or a slope in excess of 30%.
Based on percolation test results in the general vicinity, we are
confident that a septic system can be installed. Site specific
soil data will have to be obtained.
The applicant will need to adhere to minimum horizontal setback
requirements for placement of septic system components which
should be no problem on this lot. The leach field will need to be
located a minimum of 100 feet from the applicant's well and from
any neighboring wells.
The area for the leach field should be located in an area of no
traffic, planted with dry land grass, and should not be watered.
It is desireable to locate the system below the house so that the
system can operate by gravity. The applicant should refer to the
Pitkin County Sewage Regulations for detailed information, or
call our office to discuss this site.
A condition of approval fbr this application is the receipt
and approval of the septic permit by the Environmental
Health Department before a building permit can be issued.
WATER QUALITY IMPACTS: Sections 2-14 and 3-705 and 3-710:
"It is the policy of the County to preserve and protect its present water resources. To this end it is the
policy of the County that no land use be initiated which would adversely affect the quantity, quality, or
accessibility of the County's water resources; or which would occur at the expense of established water -
dependent agricultural activities; or which would result in increased salinization of water resources, loss
of minimum stream flows, further destruction of wildlife habitat, or major expenditures to reacquire or
redistribute major water resources. It is also the policy of the County to maintain a natural vegetative
buffer along its surface waters such that the surface and groundwaters of the area are not encroached upon
I C/
2
IS
L7
by land uses or other human activities which could cause deterioration of water quality or impair the
natural treatment processes provided by meadows and wetlands.'-
The
etlands."
The Environmental Health Department will be addressing water
quality impacts on down stream water quality. This application is
not expected to impact down stream water quality if the minimum
horizontal distances between components of the system and
physical features are in accordance with the Pitkin County Sewage
Regulations.
A condition of approval for this application is: NONE
AIR QUALITY: Sections 2-13 and 3-602:
"Only that development is permitted which will not contribute significantly to degradation of air quality in
Pitkin County. Developments may not constitute an indirect or direct air pollution source under Federal,
State or County regulations.'$
This project is not expected to contribute significantly to
degradation of air quality in Pitkin County.
The applicant must file a fireplace/woodstove permit with the
Environmental Health Department before the building permit will
be issued. The less densely populated parts of the county like
Sopris Mountain Ranch may have one wood burning fireplace and one
department certified device or two department certified devices
per building. In addition, unlimited numbers of decorative gas
appliances are allowed. Coal may not be burned in any device. No
wood burning device may be installed in barns or agricultural
buildings.
A condition of approval for this application is the receipt
and approval of the fireplace/woodstove permit by the
Environmental Health Department before the building permit
can be issued.
CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: Section 2-7:
-'It is the policy of the County to ensure that no use or development of land is permitted which is in
violation of the Laws of the County, the State of Colorado, or the United States of America.--
This
merica."
This Department is not aware of any issues of concern regarding
other environmental health laws.
... ENV:wP:LAND USE:246533201001.mclaughlin
3