HomeMy WebLinkAbout03937• • GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
Phone (303) 945-8212
Permit N~ 3937
Assessor's Parcel No.
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
This does not constitute
a bu1ld1ng or use permit
Owner'sNamef-edr; z.-~i, GefolJf.T<tf1,.1:,ntAddress (1.Q.et>{._ t/f{') EO.j J.e ~\il~~~ntlD-3dS· l:,C,t,, I
System Location 05'4? 8" {OBest 6 (-e ~\ RJ. ltJ-f 3 fVl+rJ. spr; "fj5 RQ ricl-.
Legal Description of Asse,ssor's Parcel No. ~ 85-/ q ~ / J 'J~ •
r..-3-of ~ /U> ~ -or!) ~ ~
SYSTEM DESIGN 0
______ Septic Tank Capacity (gallon) ______ Q.ther
______ 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 regulatlons/requ1rements _____________________ _
Other ___________________ ~---~---~=o-------,-----,,--.,.-----
Ja/GJa)o6' inspector SDfJr,(S fue fJ ~ Date
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 Bu1ld1ng 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 1n the application of permit commits a Class I, Petty Offense ($500.00 fine -6
months tn 1a1I or both).
White. APPLICANT Yellow -DEPARTMENT
,, ..
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER'-"~'/I
ADDRESS·__Ji~~1-/.'.___,,----J.~~~-_=i2'._ju._p_':.....l,L
CONTRACTOR.~----'~~'--~--~-~~~~~~~~~~~
ADDRESS~---------------PHONE ~ -----
PERMIT REQUEST FOR 0fJ._ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City of Town G/l.vH'1,/ f/AtN?? Size of Lot ff #l'-f'~
Legal Description or Address 'jtt.{dtV /{;, f1 ftetttiV L /1c1e~£ If'! hRTL
WASTES TYPE: (t.{OWELL~G RJfe$+8lV'I RJ..( ) TRAN;;ENTUSE /VlfN.Sfll'f:Js
/(a. V\-(_J ...
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
()OTHER-DESCRIBE~---------------
BUILDING OR SERVICE TYPE:__,~.......,._,'!7,_,,'-"/t....,._,,dr..___._.__d~· =--------------
Nwnber of Bedrooms ~ Number of Persons Z 7 -~--~
( ) Garbage Grinder (I>') Automatic Washer ( '11'.>ishwasher
SOURCE AND TYPE OF WATER SUPPLY: CA WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: #/{1-~----+•-------
Was an effort made to connect to the Community System? ____ __,.l//~-"11 ________ _
A site plan is required to be submitted that indicates the followinu 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 ______________________ _
Percent Ground Slope __________________________ _
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
<'fl) 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:
0 ABSORPTION TRENCH, BED OR PIT ( ) EV APOTRANSPIRA TION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER-DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? #,
PERCOLATION TEST RE SUL 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 ____ _,,er inch in hole No. 2 Minutes per inch in hole No. _
Name, address and telephone ofRPE who made soil absorption tests:-------------
Name, address and telephone ofRPE 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 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.
Signol b Doto t [_; rµ 1
PLEASE DRAW~ T&YouR PROPERTY!!
' ' ,.. \u M .. QS-,91-00 S
,JrSbO'I
Chris Fedrizzi
Site Resource Management, Inc.
0189 Sawatch Road
Eagle, CO 81631
Gerald Fedrizzi
P.O. Box487
Eagle, CO 81631
December 22, 2oosl
, I j . ~.
""' RE: AS-BUILT Onsite Wastewater System (OWS) design -Lot 3, Mountain Springs Ranch, Forest Glen Road
Garfield County, CO
SE Job No. 25109.01
Dear Gentleman:
Pursuant to County regulations, this letter and attached drawing provides documentation that the new OWS system
recently installed is in compliance with the permitted design. Sopris Engineering has performed site visits to
inspect and document the as built conditions of the constructed OWS system. The system was inspected prior to
backfilling and after all installations were completed. The as-built size and relative location of the new OWS
system components is delineated on the attached drawing.
The double compartment, 1000-gallon concrete septic tank system has been installed with inlet/outlet baffle tees
west of the house and north of the absorption beds. A two-way clean out has been installed between the house
location and the tank. The total as-built absorption area is 3200 SF, utilizing two shallow level treatment/
absorption beds with a perforated pipe array installed in 12 inches of filter sand. The 4" perforated distribution
pipes are installed on 6-foot centers across the width of the beds and are connected on both ends by solid 4" header
pipes. Additional header pipes are installed at 1/3 and 2/3 distances along the length of the perforated distribution
pipe. The average depth of the beds is 1.5 feet as delineated on the approved plan. A distribution box has been
installed with 3 individual distribution lines to insure an equal distribution of effluent to the absorption
beds. The effluent is distributed and treated in the absorption beds sized to provide adequate dispersal and
recovery by absorption into the surrounding native soils and evaporation.
The beds have been excavated to accommodate 12" inches of sand and a minimum of 6 inches of topsoil,
The distribution pipes are placed with the invert at 8 inches above the bottom of the sand layer. The final
backfill includes 6-10 inches of graded topsoil slightly mounded over each bed placed to allow positive
drainage away from the bed surfaces. A minimum separation distance of 12 feet has been maintained
between the two beds. All slope grading to existing catch grades is approximately 3' horizontal to
1 'vertical. The OWS components have been installed in accordance with State and County ISDS Regulations; the
Sopris Engineering Report and the design drawings dated 6/6/05.
Additional observations of the soils within the field were performed during construction indicating that the
soils are consistent with the reported descriptions. No ground water was encountered in any of the
excavations on site.
I 502 Main Street • Suite A3 •Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
SOPRIS ENGINEERING• llC civil consultants
OWS Operation and Maintenance
Chris and Gerald Fedrizzi
SE Job No. 25109.01
December 22, 2005
Page 2
The engineered system 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 Lot Owner. The components
of the OWS should be inspected by the contractor within 30 days of being placed into operation and
thereafter every six months by the owner. The effluent filter shall be maintained when the tank is pumped
or as needed. Suitable risers, lids, component handles and extensions on the tank and filter assemblies will
be installed to provide easy maintenance. We recommend a periodic inspection and maintenance
procedure be performed annually or as needed depending on use. The fields need to be vegetated with
suitable cover to prevent erosion and stabilize the placed fill.
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 applicable system components should be visually inspected bi-annually for
debris, wear, 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.
If you have any question or need any additional information, please call.
Cc: Tim Holliday
\
1.
2.
3.
4.
5.
6.
7.
B.
9.
OWS SYSTEM NOTES
ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND
COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM (!SOS) REGULATIONS.
ADD A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE.
ALL SEWER LINES TO BE SDR-35 OR SCHEDULE 40 P.V.C. PIPE UNLESS
NOTED OTHERWISE.
THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANKS AND
RISERS ARE WATERTIGHT. ALL PLUMBING FIXTURES AND OWS COMPONENTS
SHALL BE INSTALLED AND MAINTAINED TO AVOID SURFACE OR GROUNDWATER
FROM ENTERING THE SYSTEM. A SANITARY BAFFLE TEE IS REQUIRED ON THE
SEPTIC TANK INLET.
THE TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL
WATERTIGHT RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS
POINTS TO THE FINISHED SURFACE GRADE. AN EFFLUENT FILTER SHALL BE
INSTALLED IN THE SECONDARY COMPARTMENT OF THE SEPTIC TANK.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL
UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO
CONSTRUCTION AND EXCAVATION.
THE ABSORPllON BED SYSTEMS SHALL BE LOCATED IN AN AREA WHERE
EXPOSURE TO SUNSHINE WILL BE MAINTAINED.
THE ABSORPTION BEDS SHALL BE CONSTRUCTED AND EXCAVATED LEVEL
FOLLOWING THE CONTOURS ON THE EXISTING SURFACE SLOPE.
THE ABSORPTION FIELD SURFACES MUST NOT BE SUBJECTED TO IRRIGATION
AND MUST BE CROWNED TO DIVERT SURFACE DRAINAGE AWAY FROM THE
ABSORPTION FIELDS.
10. THE ADSORPllON TRENCH/BEDS MUST BE MARKED AND PROTECTED
FROM VEHICULAR AND LIVESTOCK TRAFFIC.
11. THE ENTIRE ABSORPllON FIELD SURFACE MUST BE REVEGATATED.
12. THE DIMENSIONS SHOWN ON THE PLAN INDICATE MINIMUM AREA AND
SEPARATION DISTANCES FOR THE ABSORPllON FIELDS.
13. THE 4• PERFORATED DISTRIBUllON LATERALS SHALL BE INSTALLED LEVEL IN
THE SAND BEDS. THE MINIMUM COVER OVER THE TOP OF THE 4" PERFORATED
DISTRIBUllON LATERALS SHALL BE A MININIMUM OF 6" OF TOPSOIL. A
MINIMUM OF 8" OF SAND SHALL BE PLACED BELOW THE DISTRIBUllON PIPE
LATERALS.
14. THE SAND BED SHALL SHALL BE CONSTRUCTED WITH A MINIMUM OF 12 INCHES
OF CONCRETE SAND INSTALLED AT A MINIMUM OF 12 INCHES TO A MAXIMUM
EXCAVATION DEPTH OF 30 INCHES BELOW THE EXISllNG SURFACE GRADES. THE
BOTIOM SURFACE OF THE BEDS SHALL BE SCARIFIED A MINIMUM OF 6" AND
RACKED LEVEL.
15. EACH BED SHALL BE LEVEL AND MAINTAIN A MAXIMUM SIDE SLOPE TO
EXISllNG GRADES OF 3: 1. THE MAXIMUM DEPTH OF THE BEDS SHALL NOT
EXCEED 24 INCHES FROM FINISH GRADE.
16. THE BEDS WILL BE BACKFILLED WITH NAllVE TOPSOIL MATERIAL VOID OF LARGE
ROCKS. THE FILL MATERIAL SHALL NOT EXCEED 2 1/2 DIAMETER AND SHALL
BE PLACED TO PROVIDE 3' HORIZONA TAL TO 1' VERllCAL SIDE SLOPES. THE
SAND BED LA YER SHALL BE COVERED WITH FILTER FABRIC. A MINIMUM 6"
DEPTH OF TOPSOIL IS TO BE PLACED ABOVE THE SAND TO THE TOP SURFACE
OF THE FIELD. VERTICAL INSPECTION PORTS SHALL BE INSTALLED ON THE
ENDS OF THE DISTRIBUTION LATERALS. (TYP. ENDS OF EACH LINE)
GENERAL NOTES:
1. THE OWS SYSTEM AS SHOWN ON THE PLAN AND THE DETAILS WERE
DESIGNED BY SOPRIS ENGINEERING. THE PROPOSED HOUSE AND THE
EXISllNG/PROPOSED LOT CONDlllONS WERE PROVIDED BY OTHERS.
2.
3.
THE BASE MAPPING IS FROM A SITE PLAN BY HELIO-TECH DESIGNS,
DATED 3/17 /04.
THE CONTOUR INTERVAL ON THIS MAP IS 2 FEET.
NO. DATE REVISION
LOT 3, Mountain Springs Ranch,
Forest Glen Road
GARFIELD COUNTY, CD
FEDRIZZI PROPERTY
BY
AS-BUll.T ON-SITE WASTEWATER SYSTEM
SITE SKETCH AND SYSTEM DETAILS
, : ... . ···:,
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INSTALlEO 1000 GAL SEPTIC TA,~--....
W/ EFFLUENT ALTER. INSTALL
MINIUM~ DIAME1ER RISER OVER
SEPTIC TANK ACGESS OPENINGS FOR
ACCESS TO TANK c:R"~S. ALL
RISERS TO HA VE ACCESSIBl:E--J,JDS
AT·:·THE SURFACE. TANK, PIPE ~
CONNECTIONS AND RISERS TO BE
~I
WATERTIGHT. "-.
: ; SOULD 4" EFFLUENT~-'-·::< --...___ DISCHARGE LINE TO
, 'OISJRIBUTION BOX
8016
,,
\. ;· ~
DISTRIBUTION BOX
W/ BAFFLE AT THE INLET W/ PIPE
MARKER TO~E SURFACE
INSTAUED LEVEL ON COMPACTED BASE.
. '
;,f """' .-~· ...
INSTAUED SHALLOW SAND BED ABSORPTION SYS'~"
AELDS ORIENTED PARALLEL TO THE EXISTING
CONTOURS. TWO BEDS APPROXIMATELY 12' X 83'
AND 24' X 83' FOR A TOTAL OF 3200 SQ. FT. OF
TREAlMENT/ABSORPTION SURFACE. LOCATION OF
BEDS ARE WITHIN THE GENERAL LOCATION SHOWN
AND MEET ALL COUNTY SElBACK REQUIREMENTs. THE
SYSTEM IS PLUMBED FOR EQUAL DISTRIBUTION. THE
DISTRIBUTION PIPES AND SAND MEDIA IN EACH BED
SHALL IS INSTALLED AT LE'oe. GRADE. THE TOP OF
THE BEDS ARE BACKAUED WITH A SLIGHT CENTER
MOUND TD PROVIDE POSTIVE DRAINAGE TO THE
PERIMmR. PROPOSED AU SLOPES ARE GRADED TO
THE CATCH POINT EXISTING GRADE AT A 3: 1 SLOPE.
~
3' (TYP I
4°DIA. PERFORATED DISTRIBUTION LATE I
INSTAUED OVER MINllo!UM 6" OF SAND. I
6' CENTERS AND 3' FROM PERIMETER ( I
BED. MIDPOINT AND ENDS OF DISTRIBUI I
TO BE CONNECTED WITH SOLID HEADER I
ORIENTED PERFORATIONS DOWNWARD I!. I
O'CLOCK. (TYP.)
PROPOSED HOUSE
SEPTIC TANK
EFFLUENT FILTER
OUTLET TEE
EFFLUENT DRAIN Uh I
AT 1%-2% SLOPE
TWO WAY CLEAN I
ROPOSI.,
"
CROSS SECTION S i
N.T.' I
12' OVERALL WIDTH
EXISTING GROUND -..........
SURFACE ~
DRAINAGE SWALE MIN. 8"
DEPTH TO KEEP RUNOFF
FROM THE FIELD
FILTER FABRIC
MIRAFI N-140
3'
(OR APPROVED EQUAL)
FILTER SAND LA YER
" DIAM. PERF. PVC
SCHEDULE 40 (TYP.)
BOTTOM OF BED
TO BE LEVEL
12 MIN. SEP,
" TOPSOIL Cl
2" SAND BE
USE CLEAN COARSE CONCRETE SAND
HYDRO OR MECHANICAL COMPACTION REQUIRED
UNDISTURBED TOPSOIL OVER
NATIVE SANDY CLAY W/ GR
COBBLES BOULDERS
CROSS SECTION
N. T. S.
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1" -200'
25109 Q! 25109-0IYS
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INSTALL ON
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PIPES.
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OIS1RIBU110N BOX W/
BAFFLE. MARK WITH PIPE
AND REBAR
( IN FEET )
1 inch ~ 20 ft.
LEFFWENT DISCHARGE LINE
AT MINIMUM 23 SLOPE
~LOPE DETATT.
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ARATION
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DETAIL
3'
DIS1RIBU110N LINES
AT MINIMUM 2% SLOPE
TO INDIVIDUAL BED
HEADER PIPES
24' OVERALL WIDlH
" DIAM. PERF. PVC
SCHEDULE 40 (TYP.)
IL TER FABRIC
MIRAFI N-140
(OR APPROVED EQUAL)
OD OR VEGETATED
PROPOSED GRADE
3 ::::i,
QUAL)