HomeMy WebLinkAbout04428GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Phone (970) 945-8212
Permit 4428
Assessor's Parcel No.
This does not constitute
a building or use permit.
Owner's Name Li 5{-if ) Sfejh~ Present Address (J-5 CK(~ G ·J f /<co/ Phone C)/'70-). 7rj~ <J(, /<j
System Location ___ CJZ-=-1---',,_/'-~-S __ G_-_5_._LJ> __ f_l<O_o_l _/'i_O._r/'c.::_€::_:_(_,/'--=J-.:_:__;_:~:.:;.V..=aMq~/CLc/ kc.-=~~·
Legal Description of Assessor's Parcel No. __________ /J-_3 __ °/_5 __ .~/_o_d._~_o_o_-'_f"f __ ( ___________ _
SYSTEM DESIGN
------Septic Tank Capacity (gallon) _____ __.other
------Percolation Rate (minutes/inch) Number of Bedrooms (or other) -----
Required Absorption Area ~ See Attached '
Special Setback Requirements: £vt.
Date _____________ !nspector _______ -H--------------------
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer ________________________________________ _
:::::: :::: ::::~:-tu-re_r_o_r_T_r-ad_e_N_a_m_e __ ~----~----~---_-_-co.:»--~-"~. o..·~-~---_-Jl?l}jA,:~~~~:~~~~~VY]~~~~~t::"-~'I"'~~::::~~~~~~~~~~~~~~~~~~~
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
Date _____________ lnspector __ :;J.=--·~'-~=-·-c:J_-1-----'-"-'-'il---.1£-'--"7+"'-"::>::~c:;_----
<CONO~'O,~':;.,,,.,,,, •••oo~:::,,'.:.~:,::~:::::,: .. :::::::.:.: .. ,b.~~l,
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 ($500.00 fine -6
months in jail or both).
\Ali..:~ .... 11.0Dl lf"flt..IT Voll,..,., l"\C'D/lt.t"J'Tlal"'llT
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER SrtP\'\W h\c.;\ t:l2.
ADDRESS \'2<;~"'f> 1$b, G~Setlt~ c. ~Ibo\ PHONE qb ??4---9611f.
CONTRACTORk g_ ~ .'
ADDRESS a<; ~l, Q; 14. G;&t;>roo S&i-r<:<. c ~Jw1 PHONE91o-31'j-1l/l.J-1-·
PERMIT REQUEST FOR (~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 FACILITY:
Near what City of Town GJ f;.,)\,:)W) £::~11*5
Legal Description or Address r \\<lo..::i \11-/i-L ~ t\o\ l <l\11
WASTES TYPE: (vfDWELtING
Size of Lot 36Jlro.es.
~M Ci..,\j Cot<@!)O
( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WAS TES
( ) OTHER-DESCRIBE ________________ _
BUILDING OR SERVICE TYPE:.=-'S ... ·~,~~~h~~rn""1uo-i'fe--~~t:Q'l~·""-E:~-_. --------------
Number of Bedrooms '.2.. Number of Persons_~Q_~---
( \,Y"Garbage Grinder ( ~utomatic Washer C0shwasher
SOURCE AND TYPE OF WATER SUPPLY: (~ELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water1 give name of supplier:
j
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: i-} M -'--'..u._--,~~E?-,---,0'~~~=\~:£>:::-o-~~==-~
Was an effort made to connect to the Community System? 1vi$\ . (c ' · 1 {C-
A site plan is required to be submitted that indicates the following MINIMUM distances: 8-/ w,~fl. ·
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet S
1
i{:; ~~A()
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet r f;l'l'\'\\v ·
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:
DepthtofirstGroundWaterTable G<;r"'\. effiS,.f Su:. OroCl\Ct> Wfu ... ~fu.
Percent Ground Slope /.tss .rt,;',.., ho%··-Su« f1P>vjS1s,S:sm'11B2·
2
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(y( 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:
cv( 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? No
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe 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 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 regnlations 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 i le al ction for perjury as provided by law.
Signed . Date o3loi /DK.
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! I
3
Designate North Arrow
-
Your Pl e to Fit
(No Scale)
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//_/···
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-/--------------~ -:f<Z'.1~o.J bf>C-:_ ~ =-
-~~earns, irrigation ;chs, and any water cours:-Draw in your house,
septic tank & system, detached garages, and driveway.
If a change of location is necessary, you must submit a corrected drawing, before a
Certificate of Occupation will be issued.
County Road (Note the Road Number and Name)
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Your Neighbor's
Name & Address
Steve Lister
125 County Road 356
Glenwood Springs, CO 81601
February 18, 20091
RE: AS-BUILT Onsite Wastewater System (OWS) pressured dosed absorption system at
Faranhyll Ranch Lot 12, Garfield County Colorado, SE Job No. 27131.01
Dear Mr. Lister:
Pursuant to your request and Garfield County requirements, this letter provides documentation that the new
Onsite Wastewater System (OWS) recently installed is in general compliance with the permitted design.
Sopris Engineering has performed numerous site visits to inspect, and document the as built conditions of
the constructed OWS. The as-built size and configuration of the completed systems components were
installed in accordance with the design plan drawings. The OWS components have been installed, utilizing
specified materials, in accordance with State Regulations, the design presented in the Sopris Engineering
design drawings; dated September 12, 2007, revised l 0/31/08. The improvements include the
construction of an individual OWS to serve the constructed Residence on the Faranhyll Ranch lot 12
property.
As-Built Conditions
The pressure dosed system handles the domestic wastewater from the Residence. This system includes a
1250-gallon dual compartment concrete septic tank. The duplex dosing pump/filter assembly discharges
effluent to a pressure dosed chamber absorption field enhanced with a layer of filter sand. The chamber
with filter sand treatment/absorption system is installed over natural soils and is pressure dosed over 2
zones. The system also was installed with designed full pressure perforated distribution laterals installed in
the chambers to disperse wastewater evenly across field.
A 4" gravity sewer line has been installed from the building to the tank with a minimum slope of2%. Two
individual 1 Yi'' pressure transport pipes were installed from the pump to transpo1t effluent from the septic
tank to two separate treatment beds zones. Each absorption field is installed with two chamber rows each
with a 1 W' custom perforated distribution late.ral extended the length of the row. These lines have 3/16"
orifices every 2' to evenly distribute effluent across the absorptive filter surface. The ends of each
distribution lateral are capped with ball valves near the end of the chamber rows below the inspection
ports. Additional 3/16" holes are installed, facing downward over a splash plate, to allow drainage of the
pipe. The distribution laterals are approximately 40' long and each bed is has a total constructed
absorption area 42 feet by 6 feet wide with 6" of placed sand medium. The laterals are anchored with
staples to prevent movement and rotation. The beds and chambers are installed level. The total treatment
area of the treatment infiltration beds is 504 sq-ft. The two separate beds finished surface is graded to
prevent ponding of water.
The tank has a 24" and 30" in diameter access risers approximately 3' tall with lids at the surface. The
distribution lines from the tank to the beds have a minimum depth of cover of 2' and a minimum slope of
2% to provide positive drainage back into the pump basin.
/ 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 I
SOPRIS ENGINEERING • llC civil consultants
Steve Lister
SE Job No. 27131.01
February 18, 2009
Page2
Sopris Engineering LLC. perfo1med a perc test on October 22, 2008 which indicated an average
percolation rate of 21 min/in. This perc rate was nsed to calculate the size of the absorption fields.
Percolation test holes were dug by client, inspected and pre soaked by Sopris Engineering 16 hours prior to
testing. The average percolation rates in each hole were based on the last three readings of each test. The
average percolation rate for the field is based on the combined average of the average percolation rate of
each hole. Our design was based on a 26 min/in percolation rate to ensure an appropriate factor of safety.
ISDS Operation and Maintenance
The system shall be inspected on a regular basis and be properly maintained. The systems and
responsibility for repair and maintenance of the systems will remain with the owner. The onsite systems
should require minimal maintenance. Several factors influencing the need for maintenance include: actual
wastewater flows versus design flows, the volume of domestic waste (excluding human waste and toilet
paper), harsh cleaning supply detergents and other toxic liquids that may be introduced into the system.
The tank, absorption fields and effluent filters and pump assembly 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 filter 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 smface drainage away from the absorption fields should be
maintained.
We recommend that Sopris Engineering conduct follow up inspection and performance checks this spring
or late next fall to insure the mechanical systems and other components are operating and fm1ctioning as
designed in accordance with the design specifications.
If you have any question or need any additional information please call.
Sincerely,
SOPIRS ENGINEERING, LLC