HomeMy WebLinkAbout02507 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit t"--
109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
Phone (303) 945 -8212
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit.
PROPERTY
Valley Inveetment c/o Rick Neiley
Owner's Name Pro Partnership p res e nt Address 201 N Hill 4102 Aspen phone 925 -9393
System Location 6818 -6824 Highway 82, Carbondale (Hue Mart Property)
Legal Description of Assessor's Parcel No.
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other) See Attached Report
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 DIT/+P
F 4F. Ew.nv/r /NG " 9l 7 - 3V3/ 7 72an?
Septic Tank Capacity • �. • fi L' � _ L'- _ i / �.._ 6e
— - 0 - »a d.o.. 1A1 -
�• e�Septic Tank Manufacturer or Trade Name
^� /
it Septic Tank Access within 8" of surface
Absorption Area - 11/ -' /4/674r ?ulnae / - :fi -
Absorption Area Type and /or Manufacturer or Trade Name /N6/6T/2/P772Q ht // / c
Adequate compliance with County and State regulations/requirements
Other yid /.,P 7.94 /1w.r TelAm O /N )704".5 -6 iNveS 7FW 774A )704".5 )704".5 — OK /0 V gr a et ' Q/ � 1
itp
Date /rte -'..2 S Inspector amfS_ •• it . �--"
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. \ \ - i
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 off ice 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 I, Petty Offense ($5000 fine — 8
months in jail or both). • r
{ /
White - APPLICANT Yelbw - DEPARTMENT.
•
Fax
Of: 0a 4,0010475610
Fax: aP���
Phone: (9O) (,I,
Pages: /9 , including this cover sheet.
Date: H/
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From the desk of...
Garfield County Planning Department
109 8" St. Suite 303
Glenwood Springs, Colorado 81601
970 -945 -8212
Fax: 970 - 945 -7785
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1NDiYIDUALSEWAQfi.I?1SPQSA1. SY_STS.MAPPTJCATION
OWNER OUP/ / iE v /5 eigrAIE45/i /f
ADDRESS t i . •1 E L o . -' i J • 4. I ; ./(PHONE 9.25'93?3
CONTRACTOR /2TM' • MV/B7/16
ADDRESS o. x,oAD 13A5/0, ( 8110 12-- PI - IONE 9.
PERMIT REQUEST FOR ( ) NE INSTALLATION ( ) ALTERATION ki 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). n
LOCAI'IQN_O1L PItOPQS ACILIZY: COUNTY l � bef/EGD
Near what City or Town lr4Ea/u't7ox, Spf.Ma'S i,ot
Legal Description A PArge . /N for' 3 , I �/on! 1 r %/, /P 7 SouTH Att."
of 6T R M.
WASTESIYPE: ( ) Dwelling ( ) Transient Use
(X Commercial or Industrial ( ) Non - domestic Wastes
( ) Other - Describe
BUILDING OR SERVIC»� TYPE: .4 9rAt /of4 - &7AWas%4t0Co,ef /1/11/4c �E Jetsr/iueAA,r
A
Number of bedrooms: t" Number of person
(Zt) Garbage Grinder ( ) Automatic Washer (V) Dishwasher
SQLRC1LAN[ xpaoE YATEIRSuPPLY: WELL () SPRING () STREAM OR CREEK
Give depth of all wells within I HO feet of system: .6 `T.
If supplied by communiiy water, give name of supplier:
GROUND CONDITIONS:
Depth to bedrock:
Depth to first Ground Wat r Table:
Percent Ground Slope:_'0
DISTANCE TO NEAREST COMMUNI'T'Y SEWER SYSTEM: 6 M /DES
Was an effort made to connect to community system? Aly
TYPE OF INDIVIDIJAI. SEWAGE DISPOSAL SYSTEM PROPOSED:
O' 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:
k) Absorption Trench, lied or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) Above Ground Dispersal ( ) Wastewater Pond
( ) Other - Describe:
WILL EFFLUENT BE DISCI IARGED D112 EC'TLY INTO WATERS OF THE STATE? NO
.
.Phlt OLAT1QI1_f13ST RI3SI ji1TS: (To be completed by Registered Professional Engineer)
Minutes /0 per inch in hole No. 1 Minutes per inch in 1 No. 3
Minutes /0 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 It PE responsible for design of the system:
�EFF SRonu MFVc,c�e oe ao ✓ MEYEe-11 Zs 16� 71 /t v
Applicant acknowledges that the completeness of the a ppliction 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 purposes of the evaluation of the application; and the
issuance of the permit is subject to such terms and conditions as deemed necessary to inusre compliance with
rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby
certifies that all statements make, information and reports submitted herewith and required to be submitted
by the applicant are or will he represented to he true and correct to the best of my knowledge and belief and
are designed to hre relied on by the local department of health in evluating the same fro purposes of issuing
the permit applied for herein. 1 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 #1111Alleret— — i)ale 0-9-9i
PLEASEDRAW ANACCLRATE_MAP_Tn YQLILP_ROPERTY.
SEE /I TTACHEp
Nelson Environmental & Wastewater SoW D
E August 1,1995 THIS r COVERS CONSTRUCTION ON PRIVATE PROPERTY
W Valley Investment Properties Partnership ONLY SUBJECT TO EXCEPTIONS AND FIELD INSPECTION$.
S c/o Mr. Rick Neiley MAKE NO UNAUTHORIZED CHANGES
Neiley & Alder, Attorneys KEEP THESE PLANS ON THE JOB
201 North Mill St. - Suite 102 CALL FO IN - S _
Aspen, CO 81611 _ _
BUIL ING IrdSPECYuit
Subject: Soils Evaluation, Percolation Tests and Design Recommendations for
Individual Sewage System Design for the Hue Mart Building located on a Parcel of
Land in Lot 36 Section 1, Township 7 South, Range 89 West of the 6th P.M., numbered
as 6818 - 6824 Highway 82 , Garfield County, CO
Dear Rick,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils
study and percolation tests to recommend a design for a replacement septic system for
the referenced building. We conducted this study according to Section VII. of the
Colorado Department of Health - Guidelines for Individual Sewaae Systems
(1994). We have based our recommendations on the subsurface conditions
encountered.
Existino Construction. Use. and Site Conditions:
The site is a parcel in the Highway 82 corridor approximately six miles South of
Glenwood Springs. It is a part of a commercial strip in the area used by construction
firms, a lumber yard, a mental health facility and several other businesses. The
property served by a well.
Currently, the building contains a gas station-convenience store, a liquor store and a
32 -seat dinner restaurant.
The ground surface, which appears natural or of older, native fill material in the
proposed area of the absorption field, slopes to the West at a 5% grade. There are no
irrigation ditches in the area of the proposed absorption system.
Subsurface Conditions:
A soil profile, within the proposed absorption area, was excavated to as depth of ten
feet where an abandoned gas line was encountered. This excavation revealed that no
groundwater or bedrock was present. The subsoil consisted of a uniform, gray, cobbly
loamy sand. Cobbles are three to thirty inches in diameter, from a depth of 6 inches to
the bottom of the profile excavation at 10 feet. Some of the soil may have been moved
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
Valley Investment Properties Partnership
Hue Mart Building
Septic System Site Evaluation and Design Recommendations
August 1, 1995
Page 2
around and disturbed by the excavation and installation of numerous utilities in the
area.
The subsurface soil conditions were evaluated with the standard percolation test
procedures at the approximate location shown on Figure 1. The test holes were initially
excavated by backhoe, and this company completed the percolation test hole
preparation by digging a small twelve -inch diameter hole in the bottom of each
excavation with hand tools.
Percolation Testing:
Percolation testing was performed in the proposed absorption bed area to the South of
the existing building and across the concrete driveway. This area is uphill of the
drywell or seepage pit for the existing sewage absorption system. This testing was
performed in the two holes excavated to a depth of approximately seven feet. Gravel
was placed into the bottom of each small percolation test hole to protect the bottom of
the hole from scouring when water was added. The percolation holes were pre- soaked
before our testing by adding water approximately every hour for eight hours before
beginning the percolation test measurements to keep the bottom six inches of the test
hole continuously submerged.
The results of the percolation testing are presented in Table I. These results indicate
the cobbly loam sands have an average percolation rate of 10 minutes per inch, a
satisfactory percolation rate under County criteria.
Minimum County Requirements:
The percolation rates in the loam and clay loam subsoils were measured at an average
of 10 minutes per inch.
The minimum Garfield County requirements for this installation are based on a system
flow of 1200 gallons per day. This flow would break down to the following average
daily water use estimates:
1) The convenience store /gas station - 500 gallons per day
2) The liquor store - >200 gallons per day
Valley Investment Properties Partnership
Hue Mart Building
Septic System Site Evaluation and Design Recommendations
August 1, 1995
Page 3
3) The restaurant - 500 gallons per day
For effective detention time and pretreatment, a total septic tank volume of 2700
gallons, minimum, is required. A standard absorption bed with a minimum of 1140
square feet would also need to be provided.
Recommended On -site Wastewater Disposal Design:
We recommend that the sewage system consist of an additional two 1250 - gallon
concrete septic tanks, a pumping chamber of 1500 gallons, a duplex effluent pump
system, a surge tank, and several laterals of leaching chamber units placed in an
absorption bed configuration.
We have suggested that you plan the construction of the absorption bed to use one of
the graveless leaching chamber system designs incorporating all of the manufacturer's
installation recommendations. These chambered systems, such as °Infiltrator w or
"Biodiffuser nA, provide the required absorption area without the need to haul gravel to
the site, and are much easier to place in the subsurface excavation. The use of
leaching chambers also permits a 40% reduction in absorption area size under State
Guidelines and Policies. An absorption bed of leaching chambers fits better on the
available area of the site. The reduction in absorption area size is based on
manufacturer's claims and on an approval of such a reduction by the Colorado
Department of Health, Water Quality Control Division.
We have recommend that the replacement septic system consist of two additional
septic tanks located in the area of the existing drywell and a pumping chamber
downstream of the tanks. The new septic tanks and pumping chamber would then
receive a gravity flow of the wastewater from the building and existing septic tank. The
septic tank effluent collected in the pumping chamber would be lifted to a surge tank
and gravity flow to the absorption bed as shown in the details. Two effluent pumps
sized to provide a flow of 60 gallons per minute against a head of 28 feet are
considered necessary. These pumps are the equivalent of the Zoeller Model 161 High
Head effluent pump or equal, as specified by the pump supplier and system installer.
Because of the space limitations, utility line easements, and the required horizontt
separations in the regulations, it is considered necessary to install the dosing chy
and pump to a bed located in the best possible area for the soil absorption system '
Distribution to the runs of leaching chamber in the bed is by a surge tank that receives
• • Melson 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) Rate(Min. /Inch)
1 85 10 2 3/16 7/8 1 5/16
(refill) 10 2 7/8 1 5/8 1 1/4
10 1 5/8 1/4 1 3/8
(refill) 10 2 1/8 1 3/16 15/16
10 1 3/16 1/4 15/16 10
2 86 10 71/16 61/16 1
10 6 1/16 5 1/8 15/16
10 5 1/8 4 1 1/8
10 4 3 1
10 3 2 1 10
Valley Investment Properties Partnership
Hue Mart Property
Date of Percolation Test: 06/05/95
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
• Nelson Environmental & Wastewater Solutions Ltd
Legal Description: A Parcel of Land in Lot 36,.Section 1, Township 7 South,
W Range 86 West of the Sixth Principal Meridian, Garfield
County, CO
Property Owner:
Name Valley Investment Properties Partnership
Address c/o Richard Y. Neilev, Jr. 201 North Mill St. - Suite 102
Aspen, CO 81611
Phone: 925 -9393
Contractor: Excavating Contractor:
Name: N/A Name: Dreaaer Excavating
Address:P. 0. Box 1000
Basalt, CO 81621
Phone: 927 -3431
Saturation and Swelling Groundwater:
o Smeared surfaces removed X Yes o Not Encountered to 10 ft.
o Gravel Added X Yes o Estimated depth to high seasonal
o Date and Time presoak water added water if not encountered- 180 feet
06/05/95 (tD 9:30 a.m. o Is area believed to be subject to
o Amount of presoak water added seasonal fluctuations which could
24 gallons /hole result in a seasonal water table?
o Water remaining in holes after presoak? _ Yes X No
Hole 1: X Yes No Slope in absorption area
Hole 2: X Yes No 5% to the West
Hole 3: X Yes No Bedrock
Percolation Rate Measurement o Not Encountered
Hole 1: 10 minutes/inch o Estimated depth if not encountered -50 ft.
Hole 1: 10 minutes/inch o Type of bedrock:
X Sandstone Claystone
AVERAGE 10 minutes/inch Siltstone Other:
X Fractured Weathered
o Is bedrock believed to be permeable?
Yes X 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 Garfield County
Individual Sewage Disposal System Regulations and Sections VII a -g of the Colorado
Department of Health Guidelines for Individual Sewage Disposal Systems (Revised
1994).
Robert F. Nelson
President
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
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Valley Investment Properties Partnership
Hue Mart Building
Septic System Site Evaluation and Design Recommendations
August 1, 1995
Page 4
the pumped effluent discharge and connects with SDR 35 solid wall PVC pipe to each
lateral run in the bed. The absorption bed should be somewhat oversized to
accommodate future changes in use. We are recommending a bed using ±1600
square feet of leaching chambers (approxim-.. - •0 units) that provides an effective
absorption area and gravel bed equivalent • 2667 -quare feet.
We recommend that the water usage of each of the commercial units be metered.
Careful record keeping on water usage will allow the system to be evaluated if the
occupancy or use of the system changes. The restaurant should be provided with an
effective grease trap and maintenance should be done weekly.
We also recommend the use of low water use toilets, flushing on 1.6 gallons or less.
This will further reduce the wastewater flow to the system (from an estimated 1200
gallons per day to an actual flow approximating 1080 gallons per day). However,
although beneficial to the septic system operation, no further reductions in absorption
area size are considered for purposes of this report.
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 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 we may reevaluate our recommendations.
If you have questions or if we may be of further � assista m amase call the office.
RE( • Sincere) , = 4
47/2 air
Robert F. Nelson sen,
President Sc etaser GOrdoin Meyer, Engineers
.84-15
Attachments
cc: Art Hogland, Chief Building Official, Garfield County Building Department
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- Nelson Environmental & Wastewater Solutions, Ltd
E General Design Calculations and Notes
$ On -site Wastewater System
Hue Mart Building
Parcel of Land in Lot 36 Section 1, Township 7 South, Range 89 West of the 6th P.M.
6818 - 6824 Highway 82 , Garfield County, CO
General Notes:
1) All sewer and effluent lines in the system, including the discharge from the pump to the
elevated surge tank are to be Schedule 40 PVC. Other lines in the system, from the surge
tank to the bed are to be SDR 35 PVC
2) Bed, tanks, and other appurtenances may be field adjusted to best fit the site, provided
that minimum setback requirements are met and Garfield County Building and Sanitation
Department is notified.
3) Tanks and sewer lines are to be water tight. Use risers as needed to bring septic tank
lids to finished grade.
4) The sewage effluent pump is to be a 1/2 Hp Zoeller pump, or equivalent, capable of
delivering a flow of 60 gallons per minute against a head of 28 feet.
5) Mercury control floats and a quality alarm system with a mercury float should be used
to turn the pump on and off and trigger an audible alarm in the house.
6) The dose volume, set by the spacing of the mercury float switches in the dosing
chamber is to be ±300 gallons.
7) The following operations and preventative maintenance schedule is recommended to
prolong the life of the system.
A) Pump all septic tanks once per year
B) Grease traps for the food service establishments should be cleaned weekly
C) Check plumbing fixtures on a regular basis and repair all leaks that can add
substantial amounts of water to the system. It is also recommended that all toilets
be replaced with fixtures flushing with 1.6 gallons of water.
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
•
D) Meter water usage to all units and keep accurate written accounts of readings
and all other maintenance records.
8) It is the contractors responsibility to verify all locations of utilities that may affect the
location of facilities as depicted. Verification is to be made with the owner and the
affected utility company.
Design Calculations:
A. Determination of Design Flow
1) The convenience store/gas station - 500 gallons per day
2) The liquor store - >200 gallons per day
3) The restaurant - 500 gallons per day
Total Average Daily Flow = 1200 gallons per day
Peak Daily Flow (Q) = (1.5)(1200) = 1800 gallons per day
B. Determination of Area of Field
Percolation rate = 10 minutes per inch
Required absorption area for gravel absorption bed
Area = Peak flow (, percolation rate ) / 5 = 1140 square feet
Reduce area by 40% for graveless leaching chamber construction
Area = (1140) (.6) = 684
Depth of seepage bed = 6 to 7 feet
Length required = 60 feet.
Width Required = 12 feet
Use bed with dimensions of 18' by 90' for area of bottom excavation
y "
B. Determination of Septic Tank and Pump Chamber Sizes
A) Septic Tank
Volume = 30 hour detention time at peak flow= (30 hour / 24 hour) (1800 gallons)
= 2700 gallons
Use existing septic tank of 1000 gallons and provide two tanks of 1250 gallons in
series to provide a three chambered tank with a total volume of 3500 gallons
B) Pump Chamber
Volume = Average Daily Flow + Dosed Volume to Surge Tank = 1500 gallons
2
PUMP S YS TEM
PUMP TANK STANDARD DETAIL AND SPECIFICATION SHEET
INSIDE DIMENSIONS - INCHES
GALLONS LENGTH • WIDE DEPTH GAUIN MANUFACTURER
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