HomeMy WebLinkAbout04651GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 401 4 6 51
Glenwood Springs, Colorado 81601 Permit
Phone (970) 945-8212 Assessor's Parcel No.
�j$7 52L 09' 3 SVS
INDIVIDUAL SEWAGE DISPOSAL PERMIT
)1311
This does not constitute
a building or use permit.
PROPERTY `I C I�XN
Owner's Name? 'IV 1eL\E Present Address OSC S -r Phone/"I-3, tl-c-
System Location -7D ST, C, ent_E
Legal Description of Assessor's Parcel No. Z 3 74:74-•C9 - DI co
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedroomsr(or other)
Required Absorption Area - See Attached Q ��t1
2 )
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation �f 70
3 �l
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 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. Connection 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 1, Petty Offense ($500.00 fine - 6 months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY SEPTIC PERMIT APPLICATION
108 8'h Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
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1
Perk Fee:
Parcel No: (thi a i vailable at e sors o1 l�O-945. 134
-
2
#: 1
Job Address: (If a ress h not 1? I lea Nde Cr,
0 a_i �S A ✓yor Street Na &City, or legal description
—7-0
3
Issue Date:. •
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Lot Size:i' �6 O S. Lot No: ( 0 7
Block No: Subd.l Exempt<etr61011_91.
5'1'ro. , ` ,te(/
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4
Owner: (property owner)
c) eictit P611
Mailing Address
W C S--
Ph:
go - oif7
Ph:
5
Contractor:
Mailing Address
Ph:
Alt Ph:
6
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PERF t' REQUEST FO (t4- New Installation ( ) Alteration ( ) Repair
S
WASTE TYPE: (41(nielling
( )Other - Describe
( )Transient Use ( }Commercial or industrial ( )Non- Domestic wastes
-
9
BUILDING OR SERVICE
TYPE: �5 I/i�Qte, /#) 1reIC Ler C 2
Number of bedrodals Garbage Grinder ( )Yes (4-)1C
10
SOURCE & TYPE OF WATER SUPPLY: (j14(ELL �_ ()jSPRIN )STREF,IgIQ .0 EEK` _ / • ( )CISTERN
If supplied by COMMUNITY WATER, give name of supplier: J (fit R�11,(,t �� C kA'�
11
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System?
, / /n
/V �1
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS: / ��J
Depth to 1s' Ground Water Table l9 'fr Percent Ground Slope 2 -(a
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
(1.)8eptic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
( )Other- Describe
14
FINAL DISPOSAL BY:
( )Absorption trench, Bed or Pit ( )Underground
( )Wastewater pond ( )Other-Describef/af-t/
Dispersg 4 Above Ground Dispersal
IeiA(LJ('
/ ()Ev potransgiratiglr A (4nd filter /
�Q�P J U,K� (%a/re,t. AtO/ GLC,
15
Will effluent be discharged directly into waters of the state? ( )YES (6)1415
16
PERCOLATION TEST RESULT: (to be
Minutes
Minutes
Name, address & telephone of RPE who
Name, address & telephone of RPE responsible
completed by rstered Professional Engineer, if the Engineer does the PercolaG n Test)
per inch in hole No.1 Minutes i per inch in hole
No.3
No._
Sf" ?Dv. o3r1
per inch in h 1 No.2 Minutes per inch in hole
made soil
absorption test: �{ ,j'1 /U i'*`, $ 0V / {aA,:
,
for design of the system: v t c.� . 5 G <-02_ ,,(/t A.w. /- ?d -i • o3f1
17
Applicant acknowledges
the local health department
issuance of the permit is
reports submitted herewith
and are designed to be relied
understand that any falsification
and legal action for perju
that the completeness of
to be made and fumished
subject to such terms and
and required to be submitted
on by the local department
or misrepresentation
as provided by law.
the application is conditional upon such fu er mandatory
by the applicant or by the local health department
conditions as deemed necessary to insure compliance
by the applicant are or will be represented to
of health in evaluating the same for purposes
may result in the denial of the application or revocation
and additional test and reports as may be required by
for purposed of the evaluation of the application; and the
with rules and regulations made, information and
be true and correct to the best of my knowledge and belief
of issuing the permit applied for herein. 1 further
of any permit granted based upon said application
-/ 2t)/ o 7
s
OWNERS SIGNATUR
DATE
STAFF USE ONLY
Permit Fee:
Perk Fee:
Total fees: r
Buildin g Permik
1J
#: 1
Septic Permit #:
Issue Date:. •
C)
Buil ing & Planni g De
\ ./1-6/01
a
APPROVAL DATE
October 6, 2010
Jean Perry and Clint Wilfley
88 Cedar bane 5 _-
Carbondale, CO 81623
RE: As -Built, Onsite Wastewater System 3 -bedroom SingkyAsily Home, Perry Property, Lots
6.7,8, and 9. Block 9, Cooperton Townsite 88 Cedararfield County. CO
SE Job No. 27173.01 Garfield County Permit No. //3// Parcel No. 2393-284-09-016
Dear Jean and Clint:
Pursuant to County requirements, this letter provides documentation that the new Onsite Wastewater System
(OWS) recently installed at the above referenced site is in general compliance with the permitted design. Sopris
Engineering inspected the excavations, fill materials and the installation of system components at various times
during construction prior to and after final backfill. It is our understanding that Startup procedures were performed
by Valley Precast. The system constructed on site was designed and built to serve the needs of a new 4 -bedroom
residence at 88 Cedar Lane, Carbondale. Garfield County, CO. situated in Section 28, T 7 S. R 88 W of the
6th P.M. Sopris Engineering performed several visits to inspect and document the as built conditions of the
constructed system. We have coordinated our efforts with the contractor. Duane Piffer that constructed the system.
The as built conditions and installation of the new OV+'S components is in compliance with the permitted design
specifications for the system.
The System was installed in accordance with State and County Regulations: the design presented in the
Sopris Engineering design drawing. dated May 13. 2009. New 4" SDR -35 sewer pipe and cleanout was
installed from the internal waste line to the septic tank. A 1250 -gallon two compartment concrete septic
tank was installed with appropriate inletloutlet sanitary tees and an Orenco Systems Inc.. simplex bio -tube
vault dosing assembly and associated piping and controls. The effluent from the septic tank pressure
discharges from the pump basin in the second chamber to the 16' by 38' mounded sand filter/soil
absorption bed system. The pump discharges effluent through a single 125 -inch schedule 40 PVC
transport line to a 1.25"' manifold pipe connected to each custom perforated distribution pipes that extend
across the length of the treatment bed from the manifold pipes. The piping and controls provide for equal
pressure dosing across the field on demand. Automatic float switches including a high water float with
alarm is incorporated in the system. The transport line is installed to allow the drain back of effluent to the
dosing chamber. The mounded bed is equally pressure dosed through the 1.25" custom perforated
distribution laterals installed with 3/16 inch orifices drilled every 3 feet oriented downward over a snap in
orifice shield. Flush laterals were installed on the terminal ends of each distribution pipe and are housed in
individual valve boxes.
The system meets required setbacks and is installed within the general locations indicated on the plans.
The exposed soils after grubbing were suitable and consistent across the field. Additional observations of
the soils within the field were performed during construction indicating that the soils are consistent with
the descriptions in the geotechnical Report and design narrative. The soils consist of 1 foot of topsoil
underlain by 2.5 feet of sandy silty clay underlain by silty sandy gravel and cobbles with small boulders to
the pit depth of 5 1/2 feet. No shallow ground water, fractured bedrock. or clay hard pan was encountered.
The mounded sand filter absorption field was installed at level grade in the shallow excavation with the top
of the sand layer approximately 1.75 feet above the average surface grade. An average 6 -inch layer of
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
SOPRIS ENGINEERING • LLC
civil consultants
Jean Perry and Clint Wilfley
AB-OWS
SE Job No. 27183.01
October 6, 2010
Page 2
sandy pit run fill material was placed in the excavation below the sand layer. A minimum 24 -inch Layer of
concrete sand was placed from approximately 6 -inches below the existing surface grades. The perforated
distribution pipes were installed over a 6 -inch layer of 1 1/4 -inch screened rock placed over the sand. An
additional 4 -inches of gravel was placed over the pipe. The gravel and pipe distribution layer was covered
with filter fabric and backfilled with 12 to 18 inches of soil. The top center of the field is graded slightly
above the perimeter finish grades to allow positive drainage off the finished surface. The field has been re
vegetated and will be worked as needed to re establish appropriate vegetative cover.
OWS Operation and Maintenance
The re establishment of vegetative cover over the field and responsibility for inspection and maintenance of the
system will remain with the Lot Owner or the owners representative. 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 OVA'S should require minimal maintenance. Several factors influencing the need for -maintenance include:
actual wastewater flows versus design flov s- the volume of kitchemdomestic 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
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-
Desi
utledgeDesi j ngine
Yan } lchArt
Project Engineer