HomeMy WebLinkAbout03490------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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. • • •
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N~ 3490
109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
Phone (303) 945·8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
This does not constitute
a building or use permit.
Owner's Namellil1\QQ Co\,,)$[1""{\ ~!!~resent Addresffi.J ]fJR.Ji!t.:U) GS Phone 3 '/{5
System LocationOlo"J K r±uob \~A b A • )j QO/VU. xnd. jF'>)\µy\ ~ ~ -'l ( 't' \:)
Legal Description of Assessor's Parcel No. -------
SYSTEM DESIGN
______ Septic Tank Capacity (gallon) Other
______ Percolation Rate (minutes/inch) Number of Bedrooms (or other} ____ _
Required Absorption Area -See Attached
Special Setback Requirements:
Date __________________ Inspector-------··------·------------
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer _______ _
Septic Tank Capacity ______ ._. _________ ·-_______________ -· -·
Septic Tank Manufacturer or Trade Name _____ _
Septic Tank Access within 8" of surface ____________________ -----------·--·--··----··-----------
Absorption Area ------· ----· ----·-··-----------------
Absorption Area Type and/or Manufacturer or Trade Name-------
Adequate compliance with County and State regulations/requirements ________ _
Other __________ _
Date _ _,_/l2--'-'-'~""'f'--J,___,,2~<!XJ=~ Inspector :J~u -<JSt!!I: / Gom/,, n /tJ1'd(£1e ~
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit Is valid only for connection to structures which have fully complied with County zoning and building requirements. Con~
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause fc1r both legal action and revocation of the permit.
3. Any person who constructs, alters, or installs an individual sewage disposaj system in a manner which involves a knowing and mater( al
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine-6
months In jail or both).
White -APPLICANT Yellow -DEPARTMENT
' I INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION . '
OWNER ~ ~
ADDRESS ~tfs7 ~ ~ ~J.rr
CONTRACTOR~-----'-'---------------------
ADDRESS~----------------PHONE ________ _
PERMIT REQUEST FOR ( ~ NEW INSTALLATION ( )ALTERATION ( )REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
JJ. /) },_,. ., + Near what City of Town ~ ~ Size of Lot .,,_ ~
Legal Description or Address .:t<A-I ~ LU~ ~
WASTES TYPE: ( yDWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER-DESCRIBE _______________ ~
BUILDING OR SERVICE TYPE: _ _!5:./4.~d!::!·~J:<::t ·:::::t::~fl=:''.._ ______________ _
? Number of Bedrooms 4 Number of Persons __ · ____ _
( ) Garbage Grinder ( t.7Automatic Washer (t--Yf>ishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:--=W-"li1/X-'-__ L_.___;_~----------
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:_-'-~----------
Was an effort made to connect to the Community System? ___ /Yl.<> ____________ _
A site plan Is required to be submitted that Indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Sepdc Tank to Well: SO feet
Leach Field to Irrlgadon Ditches, Stream or Water Course: SO feet
Sepdc System to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table ______________________ _
Percent Ground Slope __________________________ _
2
TYPE OF ~IYipUAL SpWAG¥ DISPOSAL SYSTEM PROPOSED:
fl ( ) SEPTIC TANK ( ) AERATION PLANT ( "'f VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POT ABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTHER-DESCRIBE. ___________ _
FINAL DISPOSAL BY:
( ")' ABSORPTION TRENCH, BED OR PIT
( ) UNDERGROUND DISPERSAL
( ) ABOVE GROUND DISPERSAL
( ) EV APOTRANSPIRATION
( ) SANDFILTER
( ) WASTEWATER POND
( ) OTHER-DESCRIBE, _____________________ _
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? __ ~--=-----
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the
Percolation Test)
Minutes, _____ ,,er inch in hole No. 1 Minutes _____ _,,er inch in hole NO. 3
Minutes er inch in hole No. 2 Minutes er inch in hole NO.
Name, address and telephone ofRPE who made soil absorption tests:. ______________ _
Name, address and telephone ofRPE responsible for design of the system: ____________ _
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
fillsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law.
Signed _=..~:::.::...:::.=-_dJ-____ _ Date. __ 4_-_,_i_-_0 _1 ______ _
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
.
""
Designate North Arrow
l...6lt4
Your Neighbor's
Name & Address
,
Your Plot -Shape to Fit
(No Scale)
I h -t I -• S.-~ 1 •
~I ~
v It
~
t-1-uc:oe 1AJ&ee... oic,vc
Locate well, all streams, irrigation ditchs, and any water courses. Draw in your house,
septic tank & system, detached garages, and driveway.
If a change oflocation is necessary, you must submit a corrected drawing, before a
Certificate of Occupation will be issued.
County Road (Note the Road Number and Name)
-~'tJiot..loc
/ 3AJ
' '
Lv T ft:,
Your Neighbor's
Name & Address
r----------'
... ,
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
LOT 15, FILING 4, WESTBANK MESA
,,,,,, ... ((((((
MAY 4, 2001
Prepared for
DEM CO
Pr&pared by
Dan. J. Cokley, P.E.
Schmueser Gordon Meyer, Inc.
118 West 6th Street, Suite 200
Glenwood Springs CO 81601
970.946.1004
'
. . ··---·-·s···· -··--.··--·-·-·-... '. ...... -···-·-···· ... ····· . ·. . ~---.. · _ _s~~-tv!_LJE_~E~I_ GORDON I MEYER
ENGINEERS & SURVEYORS
GLENWOOD SPRINGS
I I 8 W. 6TH, SUITE 200
GLENWOOD SPRINGS, CO 8 I 60 I
970-94!5· I 004
ASPEN
P.O. BOX 2 I 55
ASPEN, CO 81812
97C>-Q25-6727
-----------May 7,· 2001
· .. · . Mr. Gary Heisel
01137 Fairway Lane
Glenwood Springs CO 81601
FX: 970-945-5948
RE: Individual Sewage Disposal System (ISDS) Report
Proposed Residence, Lot 15, Westbank Mesa Ranch
Garfield County. Colorado
Dear Gary:
FX: 970-925-4157
Per your request, Schmueser Gordon Meyer has evaluated the design of the proposed
septic system to service the residential flows from the proposed residence located at Lot
15, Westbank Mesa Ranch in Garfield County, Colorado. Based upon review of your
drawings, we understand that the design of the individual sewage disposal system will
be designed for a four-bedroom home. H-P Geotech has conducted an on-site soils
investigation, i.e .. pare test), and we have attached the results hereto. H-P Geotech has
identified the percolation rate for this property to range from 20-60 minutes per inch. The
soils investigation did not identify the presence of groundwater or bedrock within the
upper eight feet of soil at the site of the disposal field.
A summary of the observed soil types identified that the septic system (or leach field
system) is to be installed in slightly sandy to sandy clay and silt. Based upon percolation
test results and the soil observations, it appears that a standard leach field system can
be installed on this site. This, of course, assumes that setback requirements can be met
in accordance to Colorado State Health Department regulations. Accordingly, we have
attached a table from the Colorado Department of Public Health & Environment ISDS
regulations, which identify the required setbacks for each component of the septic system
installed.
The proposal for this site as far as method of disposal considers the use of a standard
"infiltrator" system. This system, as proposed, will be installed in a trench-type fashion.
Accordingly, we have attached manufacturer's product information regarding the
infiltrator and the infiltrator system installation. To briefly describe the septic system as
a whole, it is proposed to collect the effluent from the main waste line from the house to
a 1250 gallon septic tank. Please note that this 1250 gallon concrete septic tank does
have alternative installations available. These alternative installations can be considered,
considering the fact that no evidence of high groundwater is present. The alternative
../_ --· ----s--
---=-May 7, 2001
____ Mr, Gary Heisel
Page 2
installations that can be considered with this type of septic tank is a fiberglass septic .. . ---
tank also equal to 1250 gallons. We have not provided information as to a specified
manufacturer or product line for fiberglass septic tank.
Please note that the septic tank must be located at least five feet away from the
residence. In addition, the effluent line leaving the house and going to the septic tank
must be straight in alignment and straight in grade. If it is deemed necessary that a
change in alignment and/or grade in this main line from the house to the septic tank is
required, a cleanout will be necessary to accompany the installation. This main line
coming from the house to the septic tank must be a minimum 4" diameter. The grade of
the pipe must be a minimum of % " per foot. If it becomes necessary that a main line
must cross a traveled area (i.e., vehicular access), we would then recommend that the
pipe specifications be increased in strength to no longer utilize an ASTM 2729 designation
but, rather, use a Schedule 40 PVC.
To compensate for differential settling between the septic tank and the incoming and
outgoing piping, we would recommend that the piping coming into and leaving the septic
tank be sleeved in a 6" diameter caste iron or Schedule 40 PVC. Once the effluent line
leaves the septic tank, it will need to proceed towards the infiltrator trench system at a
y." per foot grade. Again, the minimum diameter of this pipe would need to be 4". We
would recommend that, from this point to the infiltrator system, location of the infiltrator
system and piping be coordinated such that no vehicular access is allowed over the piping
or the infiltrator system. Additionally, with this recommendation, we would then maintain
that the ASTM 2729 PVC piping be utilized.
For the disposal system itself, we would recommend that a minimum of three infiltrator
trenches be installed. We have attached our calculations which define the length of
infiltrator trench necessary, as well as the number of infiltrator units necessary per trench.
The closest spacing that the infiltrator units can be installed is 10 feet on center. The
infiltrator units must be placed in a flat trench. We have attached a sketch which
identifies the typical piping requirements to equally distribute flow to each of the infiltrator
trenches. As previously discussed, we have attached the manufacturer's literature
regarding the infiltrator system. With the manufacturer's literature, is a detailed list of
instructions regarding the septic system installation. You will note that the backfill
required over an infiltrator trench is native backfill. This native backfill is acceptable for
fill over the trenches as long as 6" and larger rock is not allowed in the backfill. The
minimum requirement of 12" of cover over the infiltrator system is also icientified. Please
note that the infiltrator must be installed in an excavated trench, not in fill. The bottom
of trench shall be into the soils 4-5 feet to take advantage of the design perc rate of 35
' . ~ 6 --~---L-
---May 7, 2001
_ __ Mr"_Gary Heisel
Page 3
mpi. "f!1e maximum final depth of the system is 42"; therefore, grading to remove
overburden must be done above the system.
-As mentioned throughout this report, a number of attachments are included with this
report. Please find the following list, which identifies specifically the attachments in
order:
1 . Calculations of leach field and septic system sizing.
2. Table of minimum horizontal setbacks.
3. Percolation test results.
4. Schematic plan view of septic system installation.
5. Sketch of the standard infiltrator chamber.
6. Infiltrator manufacturer's literature.
7. Septic system installation instructions (from Infiltrator manufacturer
literature).
Some general notes that must be mentioned regarding any septic system installation are
as follows:
1. All materials, installation practices and setback requirements shall comply
with Garfield County Individual Sewage System Regulations.
2. The infiltrator trench shall be constructed so that the bottom level of the
trench is ± 0. 1 inches. Place trench in natural ground, no portion of the
trench shall be placed in fill. Once backfilled, provide positive drainage way
from the trenches.
3. The area disturbed by construction shall be reseeded by native grasses to
prevent erosion.
4. Use risers as needed to bring septic tank access hatches within 6" of finish
grade.
5. Locate septic tank such that the access to the tanks can be accommodated
for future pumping.
6. The Contractor and Owner shall take whatever measures are necessary to
assure that (a) the septic tank and sewerlines are completely watertight to
prevent infiltration of groundwater in the system, and (b) the system is
installed to prevent freezing of the gravity sewerlines. No irrigation to be
allowed over trenches.
• --s--~c_J~--•
----------May-7,-2001 ---
____ Jo{!r.. _Gi;iry Heisel
Page 4
7. The Engineer and Garfield County Sanitation Department shall be notified
·when construction commences and kept abreast of the construction
progress so that sufficient inspections can be performed to assure
conformance with this report.
-8. It is the Contractor's responsibility to verify all locations of utilities and
setbacks that may be affected by the installation of the septic system.
Verification of all utility locations shall be made with the appropriate utility
company.
9. Substitution of materials (i.e .. pipe, tanks, etc.) is acceptable, provided
verification and acceptance by the Engineer and the Garfield County
Sanitation Department is made.
As you can gather from reading this report, we are leaving the specifics (i.e .. exact
location, grades and elevations) of the installation of the system to the Contractor and/or
yourself. It is important to note, however, that the location of the septic system must
be provided in the same general location of that identified with the boring lots of H-P
Geotech. In essence, if the septic system is located on a site different than where the
percolation test was taken, verification of the perc rates must be made by SGM prior to
final installation of the leach field. If it is determined that the information as provided is
not of sufficient detail for your Contractor and/or yourself to construct the system, please
notify us immediately and we can provide a detailed construction plan for the system.
To accommodate such a detailed construction plan, SGM would have to coordinate with
you, collection of detailed topography in the area of the proposed septic system. Aside
from the comments just made, I hope this information is of sufficient detail to
accommodate your needs in installing this septic system. If you have any questions or
comments, please call.
Sincerely,
Dan Cokley, P.E.
DC:lc/01-171a
File: 2001-171.001
Enclosures
• · • lNDJVIDUAL•SEWAGE DISPOSAL CALCULATIONS FOR PROPOSED
HEISEL RESIDENCE, LOT 15, WESTBANK MESA RANCH
GARFIELD COUNTY, COLORADO
1. Determine flows:
· 4-bedroom in proposed residence
· 2 persons/bedroom/day
76 gpd/day
Total average daily flow = (5)(2)(75) = 750 gpd
2. From H-P Geotech report: Percolation rate for design 35.0 mpi
3. Required septic capacity:
For a 4-bedroom home = 1250 gallons
4. Determine field area:
For absorption:
Where A = field area
a = flow rate
T = percolation
A = [(Q)SqRt(T)) + 5
A = [(750)SqRt(35.0)) + 5
A= 709.9 SF
5. Peak flow at 150% per Colorado Department of Public Health & Environment
Regulations and adjust field size accordingly.
1.5 x 709.9 SF = 1064.9 SF
6. Areal adjustment to bed size for use of infiltrator.
Decrease area by a factor of 50%
A = 1064.9 x 0.5 = 532.5 SF
7. Areal adjustment to bed size for washer.
(Factor by 1 .4)
A = 532.5 x 1.4 = 745.5 SF
8. Determine number of infiltrator units.
745.5 SF + 15.5 SF/unit = 48 units
Install 48 standard infiltrator units in trench configuration.
• • •
~tech
April 25, 2001
DEM CO
Attn: Gary Heisel
0187 Fairway Lane
Glenwood Springs, Colorado 81601
~ Hepworth-Pawlak Geotechnlcal, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945· 7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
Job No. 101 120
Subject: Percolation Testing, Proposed Septic Disposal System, Lot 15, Filing 4,
Westbank Mesa, Garfield County, Colorado.
Dear Mr. Heisel:
As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. conducted
percolation testing at the subject site to evaluate the feasibility of an infiltration septic
disposal system. The results of our work are presented in this report. We previously
conducted a subsoil study at the subject site and presented our findings in a report dated
January 23, 2001.
Three percolation test holes had been dug in the bottom of the backhoe pits and soaked
by the client prior to our testing. The location of the percolation test holes .is shown on
Fig. 1. The soils exposed in the percolation holes are similar to those exposed in the
pits excavated for the prior subsoil study and consist of slightly sandy to sandy clay and
silt. Groundwater was not observed in the test holes.
Percolation tests were performed on April 19, 2001 by a representative of Hepworth-
Pawlak Geotechnical, Inc. The percolation test results are presented on Table I. The
percolation test results indicate an infiltration rate of between 20 and 60 minutes per
inch. The tested area should be suitable for an infiltration septic disposal system .
. ,.
If there are any questions or if we may be of further assistance, please let us know.
Sincerely,
Rev. by: SLP
JZA/ksw
attachments
PITS EXCAVATED
FOR PREVIOUS
STUDY -.::----
---
----HtJE:-=B:.I~GSR -DRIVE
PROPERTY/
t-1--BOUNDARIES
1 -----
--6220
,,..--6230
-
APPROXIMATE SCALE:
1"=60'
I
I
101 120
LOT 16
--------
LOT 15
------
-----
I
-1----
------
-6240
6250
6260
-6270
6280
- - - ----l__ 6290 --------I - - - --6300 ------------6320 -
I/
A
-.
-6330' ---63.40. --- --6350 --/ -- --6360
/
/ . ---6370 / / .
./ / --6380
~ ,,......... -6390
-
I
I / / ~--/ ----~ _ -6400 I -----/
OPEN SPACE - -------_j
6310
LOT 14
HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
LOCATION OF PERCOLATION TEST HOLES Fig. 1
•
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RES UL TS JOBNO. 101 120
HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE
(INCHES) INTERVAL AT START OF ATEND OF WATER PERCOLATION
(MINI INTERVAL INTERVAL LEVEL RATE
(INCHES) ·(INCHES) (INCHES) (MIN./INCH)
P-1 48 16 6% 6 %
6 6% %
6% 6% %
6% 6 %
6 4 '!4 %
4 '14 4% %
4% 4%. %
4% 4 . % 60
P-2 60 16 6% 6 %
6 6% %
6% 6 %
.5 4% % .
4% 4 %
4 3% %
3% 3% %
3% 3 % 46
P-3 72 16 7% 6 1 %
6 4 '14 1%
4 '14 3 '14 1
3 '14 2 '14 1
refill 6 6 1
6 4% l4
4% 3% l4
3% 2 l4 l4 20
Note: Percolation test holes were dug in the bottom of backhoe pits and soaked by the client
prior to our testing. Percolation tests were conducted on April 19, 2001. The average
percolation rates were based on the last three readings of each test.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------
' .
NOTE: SETBACK FROM HOUSE TO TANK" 5 FT. MIN.
PROPOSED RESIDENCE SETBACK FROM HOUSE TO TRENCH= 25 FT. MIN.
1+---4• DIA. ASTM 2729 PVC PIPE
AT 1/4"1FT. SLOPE DISTRIBUTION LATERALS
~ 4• DIA. ASTM 2729 PVC PIPE
~I AT 1/4.IFT. SLOPE
--14_1---SEPTIC TANK
-
HEADER PIPE~
4• DIA. ASTM 2729
PVC AT 0% SLOPE
(IE., FLAT)
NOTE: INSTEAD
OF INSTALLING THE ~
'
NOTE: AL THOUGH NOT
REQUIRED, INSTALLATION
OF INSPECTION PORTS
AT THE BEGINNING OF
EACH DISTRIBUTION
LATERAL IS RECOMM-
ENDED.
HEADER PIPE, THE
CONTRACTOR MAY
OPT TO PLUMB EACH
PIPE TO INF. TRENCH
DIRECTLY FROM THE
SEPTIC TANK.) J,-----1+====1-r' USE EQUAL# OF INFILT. UNITS PER TRENCH
INSTALL 4• DIA. "'"~tt:::::::::::JH------+ VENTS (1 PER ~ •
TRENCH AT THE '-'-...
(TRENCHES TO BE
LAID FLAT AND PARALLEL
TO SLOPE.)
END OF INFILTRATOR
RUN(S) I· 10' MIN. ~1-10'MIN.
CENTER OF CENTER OF
TRENCH TRENCH
CENTER OF
TRENCH
SCHEMATIC PLAN VIEW OF
SEPTIC SYSTEM INSTALLATION
03/12103 WED 10: 14 FAX 1 970 945 5948
' e ' SCHMUEf;E;R
' r:NC!Nli:l:.RS
I G()RDON 'i MEYER
& ~URVC't'ORS
Hr. Gary Heisel
0161 Fairway lane
Glenwood Springs, CO 61601
FAX: cpzo> 945-fi4:H
RE: Westb1nk Men, Lot 15, ISDS
SCHMllESER GORDON MEYER
CL£oiwooo SAAi"'(;.~
I 1 S w, {)TH. SUITt' 200
OLE'. .. wooo SPP.1 .. r:.t,, C.C> b I a.al
270·P4!>-I 004
"'lt. 970-0<l~·SP_..O
......
"'-0-eox i 1 ss
"'?!"'~""'· CQ e1a1z
V70-Cll6-6,2'7
Fl< Q70-Gt:,·4 I t.7
CR£ST~o bl/TTI:
"'o eox 30&8
970-349-~3.:t:I
lit!OOl
n: Q70·.:'.l.o!D-~J6e
RECEIVED
MM~ I ~' 7003
GAkf-IE:LD COUNTY
BUILDING & PLANNING
rhe purpose of this letter i• to provide to you a r•cord that the ISDS for tho 1bove refertnced lot was
inslallod per the lethr Report d1ted Hay 7, 2001 by SGM. On Hay 8, 2001, I observed the completed ISOS
and found it to bo constructed in accordance with the letter report I have copied the Garfield County
Building Department with this letter and the attached ••-built of the !SOS prepared by you.
Sincerely,
Dan (okley, P.E.
(athy, FAX 364-34 70
I •,,, I .'I : ~ .
- - -------------------------------------------------~----- - - -03112103 WED 10:15 FAX 1 970 9f5 59t8 SCllMllESER GORDON MEYER lo1!002
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