HomeMy WebLinkAbout03977d
1
4
61) I 7740
GA COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81801
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Namd�Jao� �tv2 V nS Present �dress S/0a0 Two RiUetS Harm �h one S I 4
e elrAI'.
Fx • f3
System Location char Scer Trak l G •C . 8i ‘0(
t ,.0
Permit Ne 3977
Assessor's Parcel No.
This does not constitute
a building or use permit.
- 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
–V -LI 44-i_MF-43Special Setback Requirements: 4 1 �'/ 5 'iei
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity t"1` Y' L-7
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
(f)c/
77–...Date ¶. / 0- Inspector[ 10t+-AIDtry A i\ (j LI( Iff'f: 0� °..mak'((i.lf�t?iv7 ? r2-
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 for both legal action and revocation of the permit.
3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine —8
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER GLE1Uwoo D CAVERNS — STEVE 13Ec-KLEy
ADDRESS 51 MD Too ELveRS RA2A 1RD16615PHONE 445- 1-1228 K13
CONTRACTOR Sar plittookicesrAFF
ADDRESS PHONE
PERMIT REQUEST FOR (X} 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:
Near what City of Town GLENWooD SPR4:146S Size of Lot ?)O 4al-5
Legal Description or Address 51 b 00 Tkla ' RrVEKS Reza Rona C WS
WASTES TYPE:
( ) DWELLING ( ) TRANSIENT USE
00 COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER -DESCRIBE
BUILDING OR SERVICE TYPE: RESrAURRAT BATARooM F t rz
Furl max usa
Number of Bedrooms AIM•Sber-of ersons IR 95 (FFD
( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: Cay or 6t uwcob S4S
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
YCS'MERE Ls Au Exzsns.6 cuatx_ftrw.77aS
Was an effort made to connect to the Community System? Sys 8e A 8ncxaP 70 mar COM✓Eersay.
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) 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 A//q
Percent Ground Slope = S570
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(X) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
O ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test
Minutes per inch in hole No. 10 Minutes '2.3 per inch in hole No. XS
Minutes Ii< 33 Lper inch in hole No$7 Minutes Ca per inch in hole No. 3_
Geo ec.0 —Soft" RbAMsoa
Name, address and telephone of RPE who made soil absorption tests: z.o IRISH . 6WS 945-1988
Name, address and telephone of RPE responsible for design of the system: 1ir4 ti lou 'gra/ ENc —
Gka:rwzx SNrtnre2 /5/7 &AK& Air,Se /D/ 6WS 94'S-604
To "ivs Oss i `r fay tiiicatft g000mmareS therrnxrcb.MC, 92 9,./c r2 t sng,oa,6WS
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
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in le C on for perjury as provided by law.
Signed Date e/i'Z8/by
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
JUN -29-2004 08:13 H—P GEOTEGH
GLtf`ech
FAX TRANSMITTAL FORM
DATE: GA 9/e
TO: ...40/1/ Is' Lisa—)
P.01/10
H9?Nr^- F: - INC.
5020 County Road
i ilenwuac springs, Colorado 2; 601
Phone: 97D -445.791E
Fax: 970-945-5454
e -marc hpgeo@hpgeatech.aom
PROJECT NO.: /0/
FAX NO: tgw_i —.2733
FROM:
Number of Pages: /Q
MESSAGE:
(including this page)
The original of this transrnittal will be sent by:
Ordinary Mail arli
Fax Only via
Overnight l
Other 'so
The information contained in this facsimile message Is confidential and intended for the sole use of the
individual named above. If you are not the intended recipient, received this communication in error, or if
problems occur with transmission, please no5fy us at 970-945-7988.
Sent By: 4Q- ,4h. ,
JUN -29-2004 08:13 H—P GEOTEGH
Gtech
November 26, 2001
Glenwood Caverns
Attn: Steve Beckley
508 Pine Street
Glenwood Springs, Colorado 81601
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado R1601
Phone: 970-945-7988
Fax: 970-945-9454
hpgeoehpgeotech.com
Job No. 101 765
Subject: Percolation Testing, Proposed Septic Disposal System, Glenwood
Caverns, Glenwood Springs, Colorado.
Dear Mr. Beckley:
As requested, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at
the subject site. The work was done in accordance with our agreement for Professional
Services to Glenwood Caverns, dated November 14, 2001.
A profile pit and five shallow backhoe pits had been excavated by the client at the
locations shown on Fig. 1. The test holes had been dug at the bottom of the backhoe
pits and soaked with water by the client prior to our testing. The subsoils exposed in
the percolation holes are similar to those exposed in the Profile Pit and consist of about
1 foot of topsoil overlying sandy clayey gravel with cobbles to the pit depth of 9 feet.
No free water was observed in the pit and the soils were slightly moist to moist.
Percolation testing was conducted on November 20, 2001, by a representative of'
Hepworth - Pawlak Geotechnical, Inc. The percolation test results are summarized on
Table I. The percolation test results indicate an infiltration rate of 30 minutes per inch.
Based on the subsurface conditions encountered and the percolation test results, the
tested area should be suitable for a convectional infiltration septic disposal system.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Jordy Z. Adamson, Jr., P.E.
Rev. By: DEH
JZA/ksw
attachments
cc: High Country Engineering - Attn: Deric Walter
P.02/10
JUN -29-2004 08:14
H-P,GEOTEGH
P.03/10
7050
7050
{
1 7075
/
/ I
/ 1
P 3 P 5 /
LI I
P 4
/
PROFILE
PIT •
/
7075
P 1
P 2
EXISTING
OFFICE
BUILDING
7100
/
EXISTING
SHAFT
EXISTING GRAVEL DRIVEWAY
APPROXIMATE SCALE
1" = 40'
101 765
HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
LOCATION OF PERCOLATION TEST HOLES
Fig. 1
JUN -29-2004 0:14
H-P,GEOTEGH
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS
P.04/10
JOB NO. 101 765
Pane 1 of 2
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
;MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
P-1
48
15
81/2
8
1/2
30
8
7
1
7
6 1/2
1/2
6 1/2
8
1/2
6
5 1/2
1/2
5 1/2
5
1/2
5
4 1/2
1/2
41/2
4
1/2
P-2
50
15
71/2
7
1/2
30
7
6 1/2
1/2
6 1/2
6
1/2
6
51/2
1/2
5 1/2
5
1/2
5
4 112
1/2
4 1/2
4
1/2
4
31/2
1/2
P•3
60
15
11
10
1
30
10
91/2
1/2
9 1/2
8 1/2
1
8 1/2
8
1/2
8
7 1/2
1/2
7 1/2
7
1/2
7
6 1/2
1/2
61/2
6
1/2
Note: Percolation test holes were dug in the bottom of backhoe pits and soaked by the client.
Percolation tests were conducted on November 20, 2001. The average percolation rates
were based on the last three readings of each test.
JUN -29-2004 09:14
H -P GEUTEGH
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS
P.05/10
JOB NO. 101 765
Pace 2 of 2
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
)INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
IMINJINCH)
P-4
45
15
71/2
7
1/2
30
7
61/2
1/2
6 1/2
6
1/2
6
5 1/2
1/2
5 1/2
5
1/2
5
4 1/2
112
4 1/2
4
1/2
4
3 1/2
1/2
P-5
68.
15
8
7 1/2
1/2
30
7 1/2
7
1/2
7
6
1
6
5 1/2
112
5 1/2
5
1/2
5
41/2
1/2
4 1/2
4
1/2
4
3 1/2
1/2
Note: Percolation test holes were dug in the bottom of backhoe pits and soaked by the client.
Percolation tests were conducted on November 20, 2001. The average percolation rates
were based an the last three readings of each test.
JUN -29-2004 08:14
H -P GEOTEGH P.06/10
GeHcPtech
May 21, 2002
Glenwood Caverns
Attn: Steve Beckley
508 Pine Street
Glenwood Springs, Colorado 81601
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springa, Colorado 81601
Phone. 974945.7988
Fax: 970-945-8454
hpgeo@hpgeotch.com
Job No. 101 765
Subject: Percolation Testing, Proposed Septic Disposal Systems, Glenwood
Caverns, Glenwood Springs, Colorado.
Dear Mr. Beckley:
As requested, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing for
Systems B and C at the subject site. We previously conducted percolation testing for
System A and presented our findings in a letter dated November 26, 2001, Job No. 101
765.
Two profile pits and four shallow backhoe pits were excavated by the client in the area
of System C and one profile pit and three shallow backhoe pits in the area of System B.
The test boles had been dug at the bottom of the backhoe pits and soaked with water by
the client prior to our testing. The subsoils exposed in the percolation holes are similar
to those exposed in the Profile Pits but varied between system areas. In general, the
subsoils consist of about 1 to 11/2 feet of topsoil overlying sandy clayey gravel with
cobbles. About 2 feet of sandy silty clay with scattered gravel was encountered
between the topsoil and gravels in Profile Pit 3 (System C). Limestone was
encountered in Profile Pit 4 (System B) ata depth of 21/2 feet to the excavated depth of
5 feet. Weathered siltstone/saudstone bedrock was encountered beneath the gravels in
Profile Pits 2 and 3 at depths of 5 feet to the pit depths of 7 to 71 feet. No free water
was observed in the pit and the soils and bedrock materials were slightly moist to moist.
Percolation testing was conducted on May 16, 2002, by a representative of Hepworth -
Pawlak Geotechnical, Inc. The percolation test results are summarized on Table I. The
percolation test results indicate an infiltration rate between 23 and 69 minutes per inch
with an average of 39 minutes per inch for System C and between 25 and 60 minutes
per inch with an average of 39 minutes per inch for System B. Based on the shallow
bedrock conditions, we recommend the system be designed by a professional civil
engineer.
JUN -29-2004 08 15
H-PGEOTEGH P.07/10
Glenwood Caverns
May 21, 2002
Page 2
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Jordy Z. Adamson, Jr., P.E.
Rev. Ey: DEH
JZA/djb
attachments
cc: high Country Engineering - Atm: Deric Walter
JUN -29-2004 08:15
H -P GEOTEGH
P. 08/10
APPROXIMATE SCALE
1' = 120'
717"
/ /
/ /
6925/ /
7
7050
7075
00
695
ZONE
INFLUENCE
(TYPICAL)
6950 -----
.•+•+•••••
r
7150
7125
DISTING
—
EXISTING
BUILDING
7100
7075
----- 7050
r.-- 7025
_.� 7000
B975
6950
712E
7150
101 765
HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
LOCATION OF EXPLORATORY PITS
AND PERCOLATION HOLES
Fig. 1
SUN -29-2004 08:15 H-P,GEGTECH
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE!
PERCOLATION TEST RESULTS
P.09/10
Page 1 of 2
JOB NO. 101 765
HOLE NO.
HOLE DEPTH
INCHES)
LENGTH OF
INTERVAL
(MN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP N
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MN./INCH)
P-6
60
60
30
30
30
91/4
61/4
3
6 1/4
5
1 114
6
3 7/8
1 1/8
3 718
3
718
P-7
54
60
30
30
30
9 5/8
7 114
2 3/8
34
71/4
61/2
3/4
61/2
51/2
1
5 1/2
4 3/4
3/4
P-8
54
60
30
30
30
9 3/4
55/8
41/8
55/5
4 1/4
1 3/8
4 1/4
. 2 718
1 3/8
2 7/8
1 5/8
1 1/4
P.9
60
60
30
30
30
8 7/8
7 114
1 3(8
69
71/4
7
1/4
7
6 3(8
5/8
6 318
61(8
114
Note: Percolation test holes were dug in the bottom of backhoe pits and soaked by the client.
Percolation tests were conducted on May 16, 2002. The average percolation rates were
based on the last two readings of each teat.
JUN -29-2004 08:15 H -P GEOTECH
HEPWORTN-PAWLAK GEOTECHNICAL, INC.
TABLE 1
PERCOLATION TEST RESULTS
P.10/10
Page 2 of 2
JOB NO. 101 760
HOLE N0.
HOLE
DEPTH
(INCHES)
LENGTH OF
INTERVAL (MINI
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES/
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MINJINCH)
P-10
48
60
30
30
30
7 3/8
4
3 3/8
25
4
21/2
11/2
21/2
1
1112
1
1/8
7/8
P-11
64
60
30
30
30
81/4
61/8
21/8
32
61/8
5
11/8
8
4
1
4
3 1 /8
7/8
P-12
48
60
30
water added, 30
30
3 1/8
2 6/8
1/2
60
2 518
2 114
318
3 314
3 3/8
3/8
3 3/8
2 3/4
5/8
Note: Percolation test holes were dug in limestone at the bottom of backhoe pits and soaked by
the client. Percolation tests were conducted on May 16, 2002. The average percolation
rates were based ort the last two readings of each test.
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BOUNDARIES
UNLIMITED INC.
Consulting Engineers
August 10, 2004
REL o v ED
AUG 1 6 2004
GPRF1EL3 nc..� I T
Garfield County Building & Plannitan
108 8th Street, Ste. 201
Glenwood Springs, CO 81601
Re: ISDS for Glenwood Caverns: 51000 Two Rivers Road, Glenwood Springs, CO
BUI Project: Caverns
To Whom It May Concern:
On July 16, 2004 and August 10, 2004, Boundaries Unlimited Inc. personnel observed the
construction of the ISDS for the Glenwood Cavems Backup Sewage Disposal System located
near the top of the tramway on Iron Mountain. An Orenco distributing valve and a total of
112 EQ -36 Infiltrator units had been installed in a 3 -way stepped trench system configuration
similar to the design. No backfilling had taken place at the time of the first inspection and
installer was advised to install a 20 -mil PVC liner between the trench steps to maintain even
subsurface flow within each individual trench. The system appeared to be installed in
conformance with the intent of the design. If you have any questions, or need additional
information, please feel free to contact me at 945-5252.
Sincerely,
BOUNDARIES UNLIMIT D INC.
Deric J. Walter, P.E.
Project Manager
Cc: Steve Beckley
923 Cooper Avenue I Suite 102 1 Glenwood Springs 1 Colorado 81601 1 Ph 970.945.5252 1 Fax 970.384.2833