HomeMy WebLinkAboutApplication- PermitRFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
Permit N° 3 9 6 1
Assessor's Parcel No.
This does not constitute
a building or use permit.
PROPERTY AL1 �.\rn—��.��t U1�pDi ^1C� ( ( (� , (��1/� Q
Owner's Name 1L..c�2�x-Z�N )$ f-LY.Jua�present A e 7, {' lU 1' t �-1�(X Qe"� Phonef�— OS S
System Location
Legal Description of Assessor's Parcel No.
SYSTEM DESIGN
ddres CIV.]
5. 7
a39/ -3a1 -60-D9
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 1l� 021— 2oor Inspector Sr, /5 c'L --
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 I, Petty Offense ($500.00 fine —6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
•
INDIVIDUAL SEWAGE DISPOSL SYSTEM APPLICATION
OWNER IDUe. in—AfneS t- e- 1 V
2Js
ADDRESS t -P Ft u � �isk 5' 0/ PHO N 47o) s(,3 -a.3)-
CONTRACTOR ('�1Fh�ti(d2<5 •ia %•oQl�.3
ADDRESS &9C (n $DI 10 f CJ (Agri? i CO. 4 i1o4 -7 PHON ' l v` 4 —915?
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: �j
Near what City of Town (fr al4_ Size of Lot 5-1q4c-re s
Legal Description or Address Pill; n tisk ea, CO a r
WASTES TYPE: ( DWELL ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER—DESCRIBE
BUILDING OR SERVICE TYPE: R e -5/c/1-4-41
Number of Bedrooms y Number of Persons
( ) Garbage Grinder ('Automatic Washer ( ishwasher
SOURCE AND TYPE OF WATER SUPPLY: (WELL ( ) SPRING
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMIVIUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System? /20
( ) STREAM OR CREEK
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: 3
Depth to first Ground Water Table, Pt
Percent Ground Slope 0
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(V( 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:
( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL X SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? h 0
PERCOLATION TEST RESULTS: (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: 5e9� i npfie)A I
ba inc n 6q'eec r 67 A3 Coke rack �ed. �l (273 J
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 pennit 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 pennit granted based
upon said application and in legal action for perjury as provided by law.
Signed % �/ r�a�2-`C 1-1A—Date q/a
PLEAS -CRAW AN ACCURATE MAP TO YOUR PROPERTY!.
•
October 30, 2003
James & Kathleen Duke
17111 Highway 82
Carbondale, Colorado 81623
RE: Onsite Wastewater System Improvements Design, Duke Residence, 256 Flying Fish Road,
Garfield County, CO
SE Job No. 23124.01
Dear James & Kathleen:
Pursuant to your request, attached herewith is a letter presenting our findings in regard to the feasibility of
design and approval of an engineered Onsite Wastewater System (OWS) for the above referenced Site.
The feasibility and verbal approval by the county to proceed with design recommendations are based on
current knowledge of the existing ground water levels, observation of the site conditions and information
provided by others for use in supporting your application to Garfield County. It is our understanding that
Garfield County will allow improvements on the site and will permit a system under current accepted
guidelines. Our design reconunendations are feasible with respect to current and proposed land use,
setback issues and estimated groundwater levels. Our recommendations are in accordance with Garfield
County and the State of Colorado ISDS Regulations. We are including a detailed description of the
system in this letter and have attached a site plan and details as a part of our scope of work.
Conclusions
Based on our findings we believe that the design and installation of an improved OWS system is feasible in
accordance with Garfield County Regulations and the State of Colorado. We assume the system will serve
the needs of an equivalent 4-bedroorh single-family home. Our design recommendations for an OWS
include the installation of a 1500 -gallon concrete septic tank equipped with a duplex pump biotube vault
dosing assembly and associated piping and controls. The treated effluent will discharge to a mounded
gravel and pipe bed type soil absorption system. The soil absorption system will provide secondary
treatment of wastewater for infiltration into the ground. The system will meet all required standards and
setbacks for an absorption bed system. The mounded bed absorption system can be installed over the
native sub soils. The system will meet all required setbacks and be installed within the general boundaries
indicated on the plan. Our design is outlined below and delineated on the attached site plan.
Site Location
The subject site is located at 256 Flying Fish Road south of State Highway 82, in Garfield County,
Colorado. The site is situated in Section 32, T 8 S, R 87 W of the 6"1 P.M. The Site comprises
approximately 6 acres. The site is bounded by agricultural/riparian lands, the Roaring Fork River and
adjacent single-family acreages.
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
CAOR1Q ruf_'1urrR1uf: 1 1 e
i
James & Kathleen Duke
SE Job No. 23124.01
October 30, 2003
Page 2
Existing Site Conditions
The site is located on a relatively flat lower river bench sloping to the south to the Roaring Fork River.
The site has an existing house and 2 small sheds. The existing ground surface in the proposed septic
development area ranges from 1% to 2%. An irrigation ditch crosses through the property. The developed
site and undisturbed areas are covered with grasses, weeds, scattered evergreen, cottonwood and aspen
trees.
Base Flood Elevation
Review of the FEMA, FIRM map (panel 33 of 325, 0802051880 B) dated January 3, 1986 indicates that
the 100 -year base flood elevation at the site ranges between is 6320 to 6321 feet (msl). The interpolated
base flood elevation at the assumed upstream corner of the proposed house and absorption field mound is
approximately 6320.5 feet (msl).
Proposed Site Conditions
It is our understanding that you intend to remodel and construct a new addition to the existing home. The
house will have a total of 4 -bedrooms. The proposed improvements will include a new -mounded
absorption field and septic tank with a pump dosing assembly. The proposed field location, grades, soil
and site conditions will be further evaluated during construction to confirm assumptions made in the
following design recommendations. The new facilities are to be generally located as shown on the plan.
Subsurface Conditions
Based on our knowledge of the general area, observations of onsite excavations, and geotechnical
evaluations performed in the area. The subsoil encountered at the site generally consists of one to two feet
of topsoil overlying 1-2 feet of sandy silty clay and clayey sands underlain by gravel alluvium with cobbles.
Groundwater was observed at a depth of 1-2 feet below the surface.
Additional geotechnical evaluations will be performed during pre construction and during construction of
the system to provide recommendations for subsoil preparation, soil replacement as needed and placement
of imported fill materials.
The OWS is designed based on the utilization of imported sand filter material and recovery of the treated
effluent by percolation into the native soils.
James & Kathleen Duke
SE Job No. 23124.01
October 30, 2003
Page 3
Design Criteria
The remodeled residence will be a 4 -bedroom house. The design flow is calculated as follows:
The new OWS shall be based on a minimum of 4 -bedrooms
Residence unit - 4 bedrooms @ 2 person /bedroom = 8 person
From the State I. S. D. S. Regulation:
Max. Design flow (Qd) = # of people x 75(avg. flow gal/person/day) x 1.75 = gal/day
Gallons per day for the subject house = 75 gal/person/day
Qd = 8*75*1.5 =900 gaUday
Septic Tank Design
Per regulations
Qd = 900 gal/dav
Volume (V) of tank = Design Flow * 1.25
(30 hour retention time)
V = 900 gal/day * 1.25 = 1125
Use one 1500 -gallon septic tank
Use a double chamber concrete tank with a filtered dosing pump system and controls. The
tank must have appropriate access openings with watertight risers and lids. The tank shall
be installed with additional dead weight for bouncy compensation.
Mounded Absorption Field Design
A site plan is provided to detail the various components of the proposed onsite wastewater treatment
system. The location of the proposed absorption field system is outside of the floodplain however; a
mound system needs to be built high enough so the system functions during seasonal high groundwater
conditions. We have designed the mound with the top approximately 5 feet above the high ground water
observed below the existing surface grade and the theoretical maximum base flood stage. The bottom of
the distribution layer is 4 feet above the theoretical maximum base flood stage to be consistent with
regulations requiring a 4 -foot separation from seasonal high ground water. The following information
details the technical criteria utilized in design of a proposed system.
The existing surface and sub grade at the proposed location of the mound system shall be prepared to
provide an effective interface between the subsoil and the imported mound material. The topsoil shall be
scraped away and used for the final top cover over the new mound. The existing subsoil shall be scarified
and/or replaced with suitable imported material as needed to insure effective percolation of treated effluent
into the subsoil. This soil preparation will be based on additional observations and evaluations during
construction. The preparation and fill materials shall be approved by the engineer.
James & Kathleen Duke
SE Job No. 23124.01
October 30, 2003
Page 4
Proposed Absorption System
The system will utilize a mounded sand filter system with imported sand and other suitable fill material.
Area required for treatment bed in a mound system:
Long Term Acceptance Rate method (LTAR)
Using imported course sand media yields the minimum area:
LTAR maximum loading rate for sand filter = 0.95ga1/S.F./day
A=OJLTAR = 900/0.95 = 948 sq. ft.
Use: Minimum 12' x 80' mounded absorption field or dimensions to obtain 950 sq. ft. minimum.
Inspection ports shall be installed at the terminal ends of the new 4" perforated distribution pipes. The
vertical inspection ports shall be 4" SDR 35 or schedule 40 pipe extending at least 6" above the surface.
This will allow for checking the performance of the system.
In regard to the current conditions, the septic tank, risers and sewage lines must be watertight to avoid
discharge of effluent and infiltration of water into the system during high ground water or extreme flood
events. Based on evaluation of the site it is assumed that the proposed septic tank will be in place with
variable water table levels. Therefore the tank needs to have buoyancy protection by installation of
appropriate dead weight anchors with cables and/or use of an 8" concrete lid. More detailed
recommendations for buoyancy compensation will be made during final layout of the system. The mound
needs to be graded to prevent surface water runoff from collecting on or around the mound.
Effluent Dosing Distribution System
A septic tank effluent pump system will be utilized to transport effluent to the distribution manifold at the
head of the distribution lateral in the bed. We recommend the use of an Orenco Systems BioTube pump
vault system or approved equal. The pump system shall incorporate a duplex pump system to insure
continuous operation in the event that one pump fails to operate. The controls shall provide for alternate
operation of each pump. Automatic float switches including a high water float with alarm shall be
incorporated in the system. The pump assembly and dosing chamber will be installed in the secondary
compartment of the septic tank. The vault will utilize a maintainable effluent filter. The transport line
from the dosing pump to the absorption field shall be schedule 40 PVC with a maximum diameter of 1.25
inches. The transport line will be installed to allow the drain back of effluent to the dosing chamber. The
mounded bed will be pressure dosed through the distribution header pipe. The pressure will reduce to
gravity distribution through the individual 4" perforated distribution laterals running the length of the bed.
The perforated pipe will be SDR -35 pipe with the orifices oriented downward. A 4" inspection port will
be installed at the terminal end of the distribution laterals. The effluent pump shall be sized to pump at a
minimum velocity of 4 ft/sec. The dosing volume shall not exceed 150 gallons.
James & Kathleen Duke
SE Job No. 23124.01
October 30, 2003
Page 5
OWS Operation and Maintenance
All components of the engineered OWS shall be inspected on a regular basis and be properly maintained.
The system and responsibility for repair and maintenance of the system will remain with the Owner.
The OWS should require minimal maintenance. Several factors influencing the need for maintenance
include: actual wastewater flows versus design flows, the volume of kitchen/domestic waste (excluding
human waste and toilet paper), excessive household chemicals and other toxic liquids. The tank,
absorption field and other system components should be visually inspected bi-annually for debris, damage,
leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be
pumped and inspected every 2 - 4 years. The effluent filters should be cleaned every six months and at the
time of pumping. Absorption fields should be maintained with suitable cover and kept free of root
invasive plants. Positive surface drainage away from the absorption field should be maintained.
Construction and Inspections
Prior to construction of the permitted system the engineer should be contacted by the contractor and owner
well in advance to provide adequate time to discuss the system components with the contractor, answer
questions, resolve any conflict issues and schedule inspection site visits based on construction progress.
County Regulations require that the Design Engineers of record perform site inspections of the permitted
system during construction and provide "As -Built" documentation of the installed system to the County
after construction is complete.
General Notes
1) All materials and installation practices shall conform to County and the State of Colorado Individual
Sewage Disposal Regulations.
2) All sewer lines and distribution lines in the system shall be 4" Schedule 40 or SDR -35 PVC unless
specified otherwise on the plans.
3) Add a two-way clean out on the service line from the proposed house addition.
4) The contractor shall ensure that the concrete septic tank, risers and sewer lines are watertight.
5) The mounded 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.
6) A maximum 3 -foot separation distance shall be maintained between perforated distribution pipe
laterals.
7) A pressurized distribution manifold header pipe shall be installed at the head of the field to insure equal
distribution to individual 4" perforated distribution laterals.
8) The treatment and distribution media shall be 3/4' to 1 'h" clean screened rock.
9) The sand material utilized in the mounded absorption bed shall have an effective size between 0 25 mm
and 0.6mm. The uniformity coefficient shall be 4.0 or less.
10) A final cover of soil suitable for vegetation, a minimum 4" deep, shall be placed to the finished surface
grade. The mound shall be planted (sod or mulch seeding) with suitable vegetative cover.
•
James & Kathleen Duke
SE Job No. 23124.01
October 30, 2003
Page 6
11) Fill utilized in constructing the mound must be clean suitable fill consistent with local material and
allow for percolation rates between 10 to 20 minutes per inch. Fill materials to be approved by the
engineer.
12) The Septic tank needs to be anchored to prevent movement during extreme flood events when
groundwater may be present.
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 presented 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 question or need any additional information, please call.
Sincerely,
SOPRIS ENGINEERING, LLC
Paul E. Rutledge
March 21, 2005
James & Kathleen Duke
17111 Highway 82
Carbondale, Colorado 81623
RE: AS -BUILT OWS - Duke Property House Addition — Duke Residence, 256 Flying Fish Road,
Garfield County, CO
SE Job No. 23124.01
Dear James & Kathleen:
Pursuant to requirements, this letter provides documentation that a new Onsite Wastewater System (OWS)
was recently installed at the above referenced site. Sopris Engineering inspected the new -mounded sand
filter/absorption bed at various times during construction prior to final backfill. The new -mounded sand
filter/absorption bed was constructed in general compliance with the permitted design. The system constructed
on site was designed and built to serve the needs of the 4 -bedroom house. Sopris Engineering performed visits to
inspect and verify the material specifications and the distribution components associated with the treatment and
absorption system. The new OWS components also include a 1500 -gallon concrete septic tank, and 36" diameter
concrete dosing basin manhole structure and a duplex pump system.
The mounded sand filter/absorption System and a 1500 -gallon dual compartment concrete septic tank was installed
in accordance with Garfield County Regulations; the design specifications presented in the Sopris Engineering
design drawing dated October 29, 2003 and the report dated October 30, 2003. The mound absorption field was
constructed in an alternate location parallel with the north lot line. The 990 sq. ft Sand Filter/absorption field was
constructed as a mounded gravel and pipe bed type sand filter absorption system. The pipe and gravel distribution
layer was installed over 24" of filter sand. Suitable pit run type material fill was placed as needed below the sand
filter to raise the level of the mounded bed to an appropriate height above the seasonal high ground water and the
100 -year flood plain. The Sand filter/absorption bed was installed level. Inspection ports were installed on each
corner of the bed. The average depth at the top of the sand from existing ground is approximately 4 feet. The
exposed soils after grubbing were suitable and consistent across the field. The distribution gravel was covered with
filter fabric and a minimum of 12 inches of backfill was placed to the finish grades that have been shaped to provide
drainage off the bed. Appropriate grading around the mound is complete with approximate side slopes at 3:1 The
effluent is pumped from the dosing tank through a pressurized 1.25" transport pipe that splits to 4 individual
distribution lines installed in the mounded field. The minimum setback distances have been maintained. The
average 100 -year flood water level has been estimated to be at site elevation of 6320. The top of the sand layer and
bottom of the distribution layer, in the mounded bed is at an approximate elevation of 6324.5 approximately 4.5
above the average flood elevation.
A 36" diameter concrete dosing basin manhole structure was installed with a duplex pump vault dosing system
with automatic controls.
OWS Operation and Maintenance
All components of the engineered OWS shall be inspected on a regular basis and be properly maintained.
The re establishment of vegetative cover over the field and responsibility for operation, inspection and
maintenance of the system will remain with the Lot Owner or the owners representative. The owner shall
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
SOPRIS ENGINEEHING LLC
civil consultants
James & Kathleen Duke
SE Job No. 23124.01
March 21, 2005
Page 2
periodically inspect the OWS and perform all maintenance and repairs as necessary to ensure that the
system is in good operating condition and performing as designed.
The OWS should require minimal maintenance. Several factors influencing the need for maintenance
include: actual wastewater flows versus design flows, the volume of kitchen/domestic waste (excluding
human waste and toilet paper), excessive household chemicals and other toxic liquids. The tank, sanitary
tees and effluent filter should be visually inspected bi-annually for clogging debris, damage, leaks, or other
potential problems. In general, for a properly utilized system, septic tanks should be pumped and inspected
every 2 - 4 years. The effluent filter should be cleaned every six months and at the time of pumping.
Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants.
Positive surface drainage away from the absorption field should be maintained.
If you have any question or need any additional information, please call.
Sincerely,
SOPRIS ENGINEERING, LLC
Paul E. Rutledge
Design Engineer
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