HomeMy WebLinkAbout03223 h
i
�
1 32 ?3 `
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N_ t t
t? ---_,4. Assessor' Parcel No.
f 109 8th Street Suite 303 f. 1 �
1, ; i Glenwood Springs, Colorado 81601 ` ! °,',
s + Phone (303) 945-8212 n A
S S :'
t ; r ( This does not constitute • F
v: t INDIVIDUAL SEWAGE PERMIT
• 8 building or use permit.
PROPERTY i' " ` o
//r ,/� 4 lassvH C mi • �" olis VS -gay?
Owner's Name `�eur ng, `TaDk Pr Address 3 X Ill • n Phon
f St• 65 Co s //'
soya w. 9 (6o
System Location (
� �Q )
Legal Description of Assessor's Parcel No. \ i' l tAi'P a 7 1 g2c_ a0 r s 1' � w F
( 5 /4 0 ,3 -A*" °, lea /1 Aa
1 4\ SYSTEM DESIIG 7....°01 r �jc' �/� t ¢ ✓ / is enk CaPacltY (9 /( (63 / ' 'l ^B' ` C ` t
a, Percolation Rate (minutes /inch) Number of Bedrooms (or other) \ ± f
k `
1 r /7 /` Y 4
t I ' r j Required Absorption Area - See Attached ®/,(/P v i,
II
t ;
Special Setback Requirements: • t
p Date /// / ,.. Inspector /-." "� �
." {
ifr / f'1
1 FINAL SYSTEM INSPECTION AND APPROVAL (as installed) 1i
.- Y Cal/ for Inspection (24 hours notice) Before Covering Installation g
1 r
( 4 System Installer / ./JA( ( t r
Septic Tank Capacity 4/ A
6 „
q sf
' ;' -
. i' Septic Tank Manufacturer or Trade Name - / �/ / /
—
}
( 1 Septic Tank Access within 8" of surface of -.V / : i
i 4 .
i , Absorption A l=��� 4 i 4 • - - mot∎ }'
;i :
}
'Absorption Area Type and /or Manuf- turer or Trade ame = - % /
i C{i'11 - 1 (
i �} v e
Adequate compliance with County and State regulations/re ments L ___ /
4i
r Other
. ,
c
1/ /7 - 9f 6 1� f
rr ��
.; p Inspector _
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE '
t r *CONDITIONS: t i
: 1 All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter r
C 25 Article 10 C.R.S. 1973, Revised 1984. `
n 2 . Ttia permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- A !
„i nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a v ,
rec{4irement of the permit and cause for both legal action and revocation of the permit.
', *" 3. An /person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material 1
variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine — 8 "
months in Jail or both).
r.; 1 White - APPLICANT Yellow - DEPARTMENT ��__� ___
` • INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
CD
OWNER SY ►tt r.A. C-�i't l t � C.r
ADDRESS C /UO L✓ (4` Gw5 PHONE 0& 9
CONTRACTOR
ADDRESS PHONE 33 7g - /0
PERMIT REQUEST FOR (1 W 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 FACHH JTY; /
Near what City of Town Size of Lot
Legal Description or Address Al W y� �fz Y 0t C snv,✓ �o `t i p ( � i , e^y4 n fr,
WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE C l v v
BUILDING OR SERVICE TYPE:_
Number of Bedrooms 1 Number of Persons Z
( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher Ct/z1 y
SOI JRCE AND TYPE OF WATER SUPPLY: ( ) WELL (t PRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: ' j "it d1 S
Was an effort made to connect to the Community System? Al 0
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 to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WIT ,I, NOT BE ISSUED
WITHOUT A SITE PLAN.
GROI JND CONDITIONS,
Depth to first Ground Water Table
Percent Ground Slope
2
4
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( ) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY (-14f COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE
FINAL DISPOSAL BY:
( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER - DESCRIBE ,QhSrrphrn) /K/Ap r l y��,�
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? n/ 0
PERCOLATION TEST RF.St1I,TS: (To be completed by Registered Professional Engineer, if the Engineer does
the Percolation Test)
Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3
Minutes per inch in hole No. 2 Minutes per inch in hole NO.
Name, address and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the system: fgj f to /r ,o ce; -,.r/
/SL)S
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 legal action for perjury as provided by law.
Signed et- �'r' ° . Date S . /g _.
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
I. •
. d
° N
z
I 1
0
a� o
1
C H 0 0
N N
0
w n r ,
M A
w ti
ti
co C
7d 0 E.
O N
• Er o G ". o _.
c n
o n " d
z 0 t o r o
o c
W c C w `� �' O ri
N W 0 c , `� 0
cr
c CD w ` .
CD w y, ti ti
w o
CI
g .
O
a c 5 1
C f
0 0 ,
,a.
0
0
al w
g • oc
R
N • O
N Co
•
H P Hepworth- pawlak Gcotechnical, Inc.
GeOt ` h Glenwood County Road 154
Glenn wood Springs, Colorado 81601
phone: 970- 945 -7988
Fax: 970- 945 -8454
hpgeo @hpgeotech.com
June 23, 1999
Jack Greathouse
5140 Sleepy Hollow Road
Glenwood Springs, Colorado 81601 Job No. 199 491
Subject: Percolation Test, Proposed Cabin, 5410 West 9th Street, Garfield
County, Colorado.
Dear Jack:
As requested, we performed percolation testing at the subject site on June 22, 1999.
The work was performed in accordance with our agreement for professional services
with you dated June 21, 1999.
Three percolation pits had been dug and soaked prior to our site visit. The pits exposed
about 4 feet of black clay above very stiff clay and gravel with scattered cobbles and
small boulders. There was no groundwater seepage to the pit depths of about 8 Y2 feet.
Two of the percolation holes in the bottom of the pits still had standing water from the
pre- soaking.
The results of the percolation testing are summarized in Table I. The average
percolation rate for all of the readings was 240 to 480 minutes per inch and slower.
Based on the test results, a conventional infiltration septic disposal system does not
appear feasible. A civil engineer should be contacted for possible septic disposal design
alternatives.
If you have any questions or require further assistance, please call our office.
Sincerely,
HEPWORTH - PAWL • - HNICAL, INC.
tikk
•i pS • t
•
i a
Ste n L. Pawla :F, 1 5 2 2 2 ;Al
( gyp/ /� . : f
f 1 ••0 .r t i t •
SLP /sd /rso �d>'
E OF LOR_r
•
• t
• HEPWORTH- PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO. 199 491
HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE
(INCHES) INTERVAL AT START OF AT END OF WATER PERCOLATION
(MIN) INTERVAL INTERVAL LEVEL RATE
(INCHES) (INCHES) (INCHES) (MIN. /INCH)
P -1 96 15 10 9 7/8 1/8
(Northwest)
9 7/8 9 7/8 0
9 7/8 9 3/4 1/8
9 3/4 9 3/4 0 240
P -2 84 15 7 6 7/8 1/8
(South) 6 7/8 6 7/8 0
6 7/8 6 7/8 0
6 7/8 6 7/8 0
6 7/8 6 7/8 0 480
P -3 90 15 8 8 0
(Northeast) 8 8 0
8 8 0
8 8 0 no perc.
•
August 17, 1999
Jack Greathouse
5140 Sleepy Hollow Road
Glenwood Springs, CO 81601
RE: Cabin Site, Individual Sewage Disposal System (ISDS)
SE Job No. 99084.01
Dear Jack:
Attached herewith is a report of our findings and includes a design for the subject site improvement. We
have reviewed the site, soils profiles in the field and percolation test from Hepworth - Pawlak Geotechnical,
Inc.
The site has an existing cabin, which we have assumed two bedrooms for design criteria. The existing
ground surface near the area for the proposed septic system slopes from the cabin at 5% to 10% grade.
Scattered boulders are visibly exposed on the ground surface.
Attached herewith are the results of the subsurface investigation and percolation tests conducted by
Hepworth- Pawlak Geotechnical, Inc. dated June 23, 1999. The subsoil encountered at the site consists of
about 4 feet of black clay above very stiff clay and gravel with scattered cobble and small boulders. The
absorption rate of the soils onsite were 240 to 480 minute per inch and slower.
Due to the wide variation in absorption rates, and rates longer than 60 minutes per inch a conventional
leach field system will not be acceptable. As an alternative solution, an absorption system in combination
with a Evapotranspiration System (ET) is recommended. The ET System is not lined and will act as an
absorption combined with an Evapotranspiration System.
]design Criteria:
Proposed 2 bedroom house
2 persons per bedroom
75 gallons per person
Q Ave. = 2 * 2 * 75 = 300 gallons
Q Design = Q Ave. * 1.5 = 450 gallons
Septic Tank;
30 hour retention
Volume = Q Design * 1.25 = 450 * 1.25 = 562.5 Gallons
Use 750 gallon septic tank
Absorption Field/ET Designs
A (S.F.) = O *217 where A = area Q = design flow
50 " /yr.
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704 -0311 • Fax (970) 704 -0313
SOPRIS ENGINEERING • LLC civil consultants
Jack Greathouse
SE Job No. 99084.01
•
Aug. 17, 1999
Page 2
This design will give a recommended minimum absorption area.
A =450'"237 = 2,133 -S.F.
50
General Notes;
1) All materials and installation practices shall conform to the Garfield County Individual Sewage
Disposal Regulation.
2) All sewer lines in the system shall be Schedule 40 or SDR -35 PVC unless specified otherwise on the
plans.
3) The bed area must be protected to prevent damage from vehicular or livestock traffic and must be
crowned to divert drainage runoff away from the bed.
4) Add a two -way cleanout on service line from the house.
5) Livestock. should not be confined in the field area.
Our design and recommendations are based upon data supplied to us by others. If subsurface or site
conditions are found to be different from those decided in this report, we should be notified to evaluate the
effect it may have on the proposed ISDS. If the County . Environmental Health Department requests
changes or modifications to this design, we should be contacted to evaluate the effect on the ISDS.
If you have any questions or need any additional information, please call.
Sincerely,
SOPRIS ENGINEERING, LLC
`�autitoBN�p
44
yy ' f prNAi N
Yancy Nichol, P.E.
Project Engineer