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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2551
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 hermit.
PROPERTY
Owner's Name Thad W Greene Present Address 12545 CR 245, New Castle Phone_ 984 -2543
•
System Location 0%80 Eck Re" £d New Castle
Legal Description of Assessor's Parcel No.
SYSTEM DESIGN W AS 00r4E 13'/ Err S. S I hnoN REG- EtirGImtcet.
f Pno-
1 O d O Septic Tank Capacity (gallon) Other
1 n 3
AI MI/I Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
• Date - Inspector
FINAL SYSTEM INSPECTION A PPROVAL (as installed)
Call for Inspection (24 hours notice) Be ore Covering Installation
System Installer 0 I S N (: ✓E
Septic Tank Capacity ( S 0
Septic Tank Manufacturer or Trade Name C O P CC- A hf ra
Septic Tank Access within 8" of surface V 6
Absorption Area S G G ltv
Absorption Area Type and /or Manufacturer or Trade Name ( N F f C. 7 eL A T 0 n f
wee
Adequate compliance with County and State regulations/requirements
Other /�...
Date ' — — 4 Inspector
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 mateyal
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).
White- APPLICANT Yellow - DEPARTMENT
INDIVIDUAL. SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER (J age NC / l2s/5 yen - 2'/5 Mel) C.,tsnic, g/keen
ADDRESS Lcrr 1 Cs& rnniic $w9. /N¢r/ C vws- PHONE e97-6) 98'/- 233CLw) — 909 29/36)
CONTRACTOR 54MC
ADDRESS PRONE
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; COUNTY aAgraL'D
Near what City or Town NEW CA4fl-C Size of Lot 22./29 Aegal
Legal Description or Addresses / agave- it—.ND.
WASTES TYPE: (X) DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE:YEArDrrvO.
Number of Bedrooms 3 Number of Persons_ 2
(X) Garbage Grinder ( ) Automatic Washer Dishwasher
SOURCE AND TYPE OF WATER SUPPLY; ( ) WELL ( ) SPRING ( ) STREAM OR CREEI1 ,
Give depth of all wells within 180 feet of system: NONE
If supplied by Community Water, give name of supplier — Test oC /t/E]u) CA6n_L
GROUND CONDITIONS;
Depth to bedrock:_
Depth to first Ground Water Table
Percent Ground Slope
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: `= 2 Mn r s
Was an effort made to connect to community system? ( ) YES (X) NO
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(X) SEPTIC TANK ( ) AERATION PLANT ( ) VAUI]I'
• ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTI -IER - DESCRIBE
FINAL DISPOSAL BY:
(X) ABSORPTION TRENCI I, BED Olt PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL. ( ) WASTEWATER POND
( ) OTHER-DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ND
2
4aa • ir.
PERCOLATION TEST RESULTS (To be completed by Registered Professional Engineer)
Minutes per inch in hole No. I 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:
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 fiunished 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 insure compliance with ndes and regulations
'adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements
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. 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 itta 7 Z Date / APRIL 9 '
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
'KJ 3 044
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3
Individual Sewage Disposal System Design
Por
Greene Residence
Prepared by
Jefferey S. Simonson, P.E.
Schmueser Gordon Meyer, Inc.
for
Thad Greene
c/o Trussfab, Inc.
6181 Co. Rd. 335
New Castle, Colorado 81647
November 11, 1996
ENGINEERS
SURVEYORS
•
(970) 915-1004 SCNMUESEA 118 West 61h, Suite 200
FAX (970) 945 -5948 GORDON MEYER Glenwood Springs, CO 81601
November 11, 1996
Mr. Thad Greene
Trussfab, Inc.
6181 Co. Rd. 335
New Castle, Colorado 81647
RE: Individual Sewage Disposal (ISDS) Report
Greene Residence, New Castle, Garfield County, CO
Dear Thad:
Per your request, Schmueser Gordon Meyer has evaluated the design of the proposed septic
system to service the residential flows from the proposed Greene Residence located northwest of
New Castle in Garfield County, Colorado. Based upon conversations with yourself, we
understand that the design of the individual sewage disposal system will be designed for a four
bedroom home. We have conducted an on -site soils investigation (ie., perc test), and have
attached the results herein. We have identified an average percolation rate for this property to be
14 minutes per inch. The soils investigation did not identify the presence of ground water or
bedrock within the upper eight feet of soil at the site of the disposal field.
Based upon the percolation test results and the soil observations, it appears that a standard (each
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 Health 1SDS 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 installations that can be considered with this type of
septic tank is that of 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 pt least five feet away from the residence. In
addition, the effluent line leaving the house and goin to the septic tank must be straight in
alignment and straight in grade. If it is deemed necessary that any 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 specification ASTM 2729 PVC pipe of minimum 4" diameter. The grade of the pipe
must he at a minimum of Y4" per foot. If it becomes necessary that the main line must cross a
traveled area (i.e. vehicular access), we would then recommend that the pipe specifications
increase 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 cast iron pipe or Schedule 40 PVC. Once the effluent line leaves the septic tank, it
will need to proceed towards the infiltrator trench system at a 3/4" per foot grade. Again, the
minimum diameter of this pipe would need to be that of 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 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 that 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 that of 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 identified. Please note that the infiltrator must be
installed in an excavated trench and not in fill.
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. Calculation of leach field and septic system sizing.
2. Table of minimum horizontal setbacks.
3. Percolation test results.
5. Schematic plan view of septic system installation.
6. Sketch of the standard infiltrator chamber.
SCHMUESER O6RDON MEYER, INC.
7. Infiltrator manufacturer's literature.
8. 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 Disposal 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 water -tight to prevent
infiltration of groundwater into the system, and (b) the system is installed to
prevent freezing of the gravity sewerlines.
7. The engineer and Garfield County 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 Building Department is
made.
As you can gather from reading this report, we are leaving the specifics, (i.e., exact location,
grades and elevation) 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 where the percolation tests have been performed. In essence, if the septic
SCHMUESER OORDON MEYER, INC.
system is located on a site different site than where the percolation test was taken, verification of
the pert 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 yourself 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 don't hesitate to call.
Sincerely,
\
vpounoauanui
SCH UESER G I RDON MEYER, INC. ``" p� . .. R...EQi.p''4;
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Enclosure
SCHMUESER GORDON MEYER, INC._ — - --
NOTE: SETBACK FROM HOUSE TO TANK = 5 FT. MIN.
PROPOSED RESIDENCE SETBACK FROM HOUSE TO TRENCH= 25 FT. MIN.
• 4" DIA. ASTM 2729 PVC PIPE
AT 1 /4 " /FT. SLOPE
4" DIA. ASTM 2729 PVC PIPE
1250 GALLON SEPTIC TANK AT 1 /4 " /FT. SLOPE
HEADER PIPE
4" DIA. ASTM 2729
PVC AT 0% SLOPE
(IE., FLAT)
(NOTE: INSTEAD
OF INSTALLING THE — — —
HEADER PIPE, THE
CONTRACTOR MAY
OPT TO PLUMB EACH
PIPE TO INF. TRENCH • \ USE 10 INFILTRATOR
DIRECTLY FROM THE �---- UNITS PER TRENCH
SEPTIC TANK)
• (TRENCHES TO BE
INSTALL 4" DIA. LAID FLAT, PARALLEL
VENTS (1 PER TO SLOPE AND AT
TRENCH AT THE — — — A DEPTH OF AT
END OF INFILTRATOR LEAST 5' FROM EXIST
RUN(S) 1 10' MIN. + 10' MIN. el GRADE.)
CENTER OF CENTER OF CENTER OF
TRENCH TRENCH TRENCH
GREENE RESIDENCE
SCHEMATIC PLAN VIEW OF
SEPTIC SYSTEM INSTALLATION
INDIVIDUAL SEWAGE DISPOSAL CALCULATIONS FOR
GREENE RESIDENCE. NEW CASTLE. GARFIELD COUNTY
1. DETERMINE FLOWS:
4 BEDROOM IN PROPOSED RESIDENCE
2 PERSONS/BEDROOM/DAY
75 GALLONS PER PERSON PER DAY
TOTAL AVERAGE DAILY FLOW = (4)(2)(75)= 600 GPD
2. FROM SGM PERCOLATION TESTING: PERCOLATION RATE
FOR DESIGN 14.0 MINUTES PER INCH.
3. REQUIRED SEPTIC CAPACITY:
FOR A 4 BEDROOM HOME= 1250 GALLONS
4. DETERMINE FIELD AREA:
FOR ABSORPTION: WHERE:
A= ((Q)SQRT(T)) /5 A =FIELD AREA
A= ((600)SQRT(14.0))/5 Q =FLOW RATE
A= 449.00 SQUARE FEET T= PERCOLATION RATE
5. PEAK FLOW AT 150% PER COLORADO DEPARTMENT OF HEALTH
REGULATIONS AND ADJUST FIELD SIZE ACCORDINGLY.
A= 1.5x449.00= 673.50 SQUARE FEET
6. AREAL ADJUSTMENT TO BED SIZE FOR USE OF INFILTRATOR.
DECREASE AREA BY A FACTOR OF 50%
A= 873.50x0.5 =338.75 SQUARE FEET
7. AREAL ADJUSTMENT TO BED SIZE FOR WASHER AND DISPOSAL.
(FACTOR BY 1.4 AND 1.2)
A= 336.75x1.4x1.2= 565.74 SQUARE FEET
8. DETERMINE AREA OF EACH INFILTRATOR TRENCH. (ASSUME 3 TRENCHES)
A= 565.74/3= 188.58 SQUARE FEET/TRENCH
9. DETERMINE NUMBER OF INFILTRATOR UNITS PER TRENCH.
(USING STANDARD INFILTRATOR CHAMBER WITH 18.75 SQUARE FEET PER UNIT)
NO. OF UNITS= 188.58/18.75 = 10.0 UNITS/TRENCH (USE 10 UNITS/TRENCH)
10. TOTAL UNITS IN INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
10x3= 30 INFILTRATOR UNITS (STANDARD INFILTRATOR
CHAMBERS)