HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601 Permit
Phone (970) 945-8212 Assessor's-2-1
sssessor's,2' j,j\lo.
4612
EIV.s\is Fp. --13P'› 2.131)1
IDUAL SEWAGE DISPOSAL PERMIT
This does not constitute
a building or use permit.
PROPERTY hdJJ n r� / �-, �j
Owner's Namel�ST [L N i esent Address too � IDS' I DAL1 Phone qe, 22144
System Location 1 `I -1 VIZ 10?) i C P iK DAL.k.
Legal Description of Assessor's Parcel No. - • 32-1 • 00-'570
SYSTEM DESIGN
Septic Tank Capacity (gallon)
Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached -1,-10fri4,-
Special Setback Requirements: .0 .-re- -B
Date Inspector G-ef-e---4-,..,
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer -,..eR_1-4 r4„
Septic Tank Capacity c�
Septic Tank Manufacturer or Trade Name G t -Z -W 1 S oZ.!9
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 8th Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
Www. gatfield-county.com
1
Fee:
(;\--
Parcel No: (this information is available at the assessors office 970-945-9134)
2-3 -S32_100 - -7-
2
Building Permit #:
Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description
i ! C., 9- I U $ G. P02-, cit' --i> iki-E C C
3
Issue Date:
2.13'0('
Lo ize:. - Lot No: Block No: Subd,/ Exemption:
4
Owner: (property owner)
r
Mailing Address
Ph:
2-441
Alt Ph:
5
Contractor:
5T J -t Q L k ou tI-
Mailing AddressAlt
4(& C t - (54 . ve
Ph'r; c -O /4"7
Ph:
-5--24 - S 5 Fri
6
Engineer:
Ti IAA Pl✓ 'Z
Mailing Address
Pao Zwt 4 t '5
Ph:
&t -o33
Att Ph:
7
PERMIT REQUEST FOR: ()'‘‘). New Installation ( ) Alteration ( ) Repair
8
WASTE TYPE: (>t]welling ( )Transient Use ( )Commercial or industrial ( )Non- Domestic wastes
( }Other -. Describe
9
BUILDING OR SERVICE TYPE: G t P NC - i erAirttto4 etM f o et
_
Number of bedrooms l Garbage cinder (>4)Yes ( )No
10
SOURCE & TYPE OF WATER SUPPLY: ( )WELL (.)SPRING ( )STREAM OR CREEK ( )CISTERN
If supplied by COMMUNITY WATER, give name of supplier:
11
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System?
c- ' ' ► 0 VkAt LE
N irk -
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS:
Depth to 1st Ground Water Table Percent Ground Slope
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
optic Tank ( }Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet
( Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
( }Other- Describe
I4
FINAL DISPOSAL BY:
bsorption trench, Bed or Pit ( )Underground
( Wastewater pond ( )Other-
Dispersal ( }Above Ground Dispersal ( )Evapotranspiration ( )Sand fitter
Describe
15
Will effluent be discharged directly Into waters of the state? ( }YES ( )NO
t 6
PERCOLATION TEST RESULT: (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
Na_
Minutes per inch in hole No.2 Minutes per inch in hole
Name, address & telephone of RPE who made
Name, address & telephone of RPE responsible
soil absorption test:
for design of the system:
17
Applicant acknowledges that the completeness of
the local health department to be made and furnished
issuance of the permit is subject to such terms and
reports submitted herewith and required to be submitted
and are designed to be relied on by the local department
understand that an falsification or misr-p - :- tation
•..,faction . rya .e ,. o
• ` SIGN TURF ���%I�
the application is conditional upon such further mandatory and additional test and reports as may be required by
by the applicant or by the total health department for purposed of the evaluation of the application; and the
conditions as deemed necessary to insure compliance with rules and regulations made, information and
by the applicant are or will be represented to be true and correct to the best of my knowledge and belief
of health in evaluating the same for purposes of issuing the permit applied for herein. I further
may result in the denial of the application or revocation of any per it granted based upon said application
/f� 4
D g
STAFF USE ONLY
Permit Fee.Perk
q 3Y°h
Fee:
(;\--
Total fees:
r-
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Building Permit #:
! 1729
Septic Permit #:
14 lid 2,
Issue Date:
2.13'0('
T.,itding & P tg Dept:„ e/6/61
APPROVAL DATE
PO Box 2844
Glenwood Springs,CO 81602
Ph 970-618-5033
Fax 303-216-2796
May 15th 2009 Project No. 1526
Structural Associates, at: Mike Simpson
4185 County Road 154
Glenwood Springs, CO 81601
Installation Observation, Crystal River Ranch
1441 County Road 108
Garfield County, Colorado
Mr. Simpson,
ALL SERVICE septic, LLC perfo, ned installation observation on April .28th and 29th, and May 5th
2009 for the subject property.
The installation included two 1000 -gallon, two-compartment septic tanks with effluent fillers on the
outlets. One tank serves the Warming House and the other 1000 -gallon tank serves the barn. One
gravelless chamber bed was installed as indicated, using `Quick -4' chambers. The bed had 6 rows of
chambers, and a total of 80 chambers, equaling 790 SF of infiltrative area. Effluent is distributed with
a concrete distribution box. All setback distances were maintained between drain field and irrigation
ditches.
The OWS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS.
LIMITS:
The observations were based on information submitted. If conditions are different from conditions
described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS
construction must be according to the county regulations. The installer should have documented and
demonstrated knowledge of the requirements and regulations of the county in which they are
working.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz
3 copies sent
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Observation pipes at end of drain field.
Pro No 1526
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ALL SERVICE Septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
1441 COUNTY ROAD 108
CRYSTAL RIVER RANCH
GARFIELD COUNTY, COLO
PRO NO. 1526
4/06/09
FIGURE 1
08SERVATI0N PIPES
PLAN VIEW CHAMBER TRENCHES- N.T.S.
15 CHAMBERS
6a
4
6'n 5ofunes
rbed sol INFILTRATOR CHAMBERS,
15 CHAMBERS DUICK-4'
ENO PLATES
INLET FROM
- SEPTIC
TANK
INFILTRATOR(R) OUICK4(TM) CUT SHEET
52'
46'
(EFFECTIVE LENGTH)
CROSS SECTION OF TYPICAL CHAMBER -TRENCHES
4" SDR 35 PVC
OBSERVATION PIPE
WITH CAP.
0B5 PIPE MAY BE
PLACED BELOW
GRADE IN A 8'
ROUND SRPINKLER
BOX
PVC LINES TO ENTER AND
EXIT FROM
TOP PORT IN END PLATE
BACKFILL
SLOPE FOR
DRAINAGE
4' MAX
6' MIN.
UNDISTURBED
SOIL
EXTENT OF
EXCAVATION
2' MIN
INFILTRATOR (Im)
QUICK -4 CHAMBERS
TRENCHES MUST BE LEVEL
x--1.2
TO ADDITIONAL TRENCHES
DSTRIBUIION BOX OR
FLOW SPLITTER BASIN WITH
ACCESS AT GRADE
CONCRETE DISTRIBUTION BOX
BOX AND COVER BROUGHT TO GRADE -7
F INSILeDGRAOc.
CONCRETE LID
0000
OUTLETS
DISTRIBUTION B X
�INCE'
AFFLE
,--SCARIFY SURFACE
NOTE: INSTALL CHAMBERS IN SANDY
MATERIAL ENCOUNTERED AT 4 FEET
BENEATH EXISTING GRADE
SWEEP / 2 WAY CLEANOUT
DETAILS (N.T.S) TYPICAL
PVC CAP
FINISHED GRADE DO NOT GLUE
SEWER
LINE
SCHEDUL
40 P.V.C.
4' MIN
EFFLUENT LINE -4"
SCHEDULE 40 OR 4"
SDR 35 P.V.C.
•'PER
TRACER WIRE
MAY BE
INSTALLED
LOADING
WARMING HOUSE - 2 BEDROOMS
PERSONS PER BEDROOM = 2
GALLONS PER PERSON =75
LOADING = (2 beds x 2 persons x 75 gpd) = 300 GPD
BARN - 2 BATHROOMS AND ONE WASHER
HALF BATH = 25 GPD
FULL BATH = 50 GPO
WASHER = (35 GALSIL0AD X 2 LOADS/DAY). 70 GPD
TOTAL LOADING = q =445 GALLONS PER DAY
DESIGN CALCULATIONS
TOTAL AVERAGE LOADING =q =445 GPD
PERCOLATION RATE =1=36 MINUTES PER INCH
CALCULATED AREA = ((1,5 X q) X sgrt t),( 0) = 801 SF
REDUCTION OF 40% FOR GRAVELLESS TRENCHES
TOTAL AREA = 801 X40% REDUCTION = 481 SE REQUIRED
PROPOSED DRAIN FIELD
WIDTH OF TRENCHES = 3 FEET =1 CHAMBER
LENGTH OF TRENCHES = 60 FEET = 15 CHAMBERS
TOTAL NUMBER OF CHAMBERS=60
PROPOSED NEW INFILTRATIVE AREA = 493 SF PROPOSED
NOTES:
TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO
MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R)
QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT
POINTS FOR 14115 PURPOSE.
LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH
LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON
INFORMATION SUBMITTED. tF SOIL CONDITIONS ENCOUNTERED ARE
DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE
SEPTIC L.L.G. SHOULD BE NOTIFIED. ALL DWS CONSTRUCTION MUST BE
ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE
DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS
OF THE COUNTY 1N WHICH THEY ARE WORKING. THE COUNTY AND ALL
SERVICE SEPTIC L.LC,MUST VIEW INSTALLATION
rAll Service Septic, LLC
Po Box 2844
Glenwood Springs, c0 81802
970-618-5033
1441 COUNTY ROAD 108
CRYSTAL RIVER RANCH
GARFIELD COUNTY.COLORADO
ONSITE WASTEWATER SYSTEM DETAILS
FIGURE 2
PRO NO. 1526
4/06i09
SE
PO Box 2844
Glenwood Springs, CO 81602
Ph 970-618-5033
Fax 303-216-2796
April 6th 2009 Project No. 1526
Structural Associates, Attn: Mike Simpson
4185 County Road 154
Glenwood Springs, CO 81601
Subsurface Investigation and Onsite Wastewater Treatment System Design, Proposed Barn and
Warming House, Crystal River Ranch
1441 County Road 108, Thompson Creek Road
Garfield County, Colorado
Mike,
ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system
(OWS) design for the subject residence. The property is located outside of Carbondale, in an area
where OWS are necessary.
SITE CONDITIONS
Multiple structures are being constructed at the subject property. Structures are served by individual
OWS. The proposed warming house will have 2 total bedrooms, and the proposed barn will have 2
bathrooms and .a clothes washer. There is a culverted irrigation ditch flowing to the northeast of the
proposed drain field. The proposed drain field area is relatively flat, and vegetation consists of a
moderate cover of grasses. Water is provided by a spring located greater than 100 feet from proposed
drain field area.
SUBSURFACE
The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The
materials encountered in the profile pit consisted of 2 feet of sandy clay with gravel, underlain by stiff
clay to 4 feet, underlain by clayey sand with gravel to the maximum depth explored of 8 feet.
Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the
proposed drain field, as indicated. Percolation rates ranged from 27 to 40 minutes per inch (MPI). A
36 MPI rate will be used to design the OWS.
DESIGN SPECIFICATIONS
The OWS design is based on 2 -bedrooms for the warming house and two bathrooms and a clothes
washer for the barn. This requires a total loading of 445 GPD. The installation must include two
1000 -gallon (min), two-compartment, precast concrete septic tanks with an effluent filter on the
OWS Design
March 21't 2009
Project No. 1526
Page 2
outlet, to be followed by four gravelless chamber trenches, using `Quick -4' InfiltratorTM chambers.
Each trench must have 1 row of 15 chambers, for a total of 60 chambers and 593 square feet (SF) of
infiltrative area.
Construction must be according to the Garfield County Environmental Health Department regulations,
the Construction Permit provided by the county, and this design. This design for the subject property,
noted above, is valid only in conjunction with the approved Garfield County Environmental Health
Department permit
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo -
fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or
materials should be placed on backfilled drain field. Livestock should not graze on the drain field.
Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS.
For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and
harm a drain field.
The homeowner should pump the septic tank every two years and clean the effluent filter as needed.
Garbage disposal use should be minimized, and non -biodegradable materials should not be placed
into the OWS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWS. No hazardous wastes should be directed into the OWS.
Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic
waste only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain
field due to the potential to compact soil. Extensions should be placed on all septic tank components
to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be
used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices
is optimal.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS
observation should be performed before backfill, after placement of chambers and distribution pipes.
Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must
also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the
installation.
OWS Design.
March 21st 2009
Project No. 1526
Page 3
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from
conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction
must be according to the county regulations. Requirements not specified in this report must follow
county regulations. The installer should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz
3 copies
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