HomeMy WebLinkAbout03146 _
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. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N2 3 � A 6
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109 8th Street Suite 303 Assessor's Parcel No.
i Glenwood Springs, Colorado Stool , 1 I .
• ;, Phone (303) 945 - 8212. . '
_ $ This does not constitute
' t INDIVIDUAL SEWAGE DISPOSAL PERMIT F _ a building or use permit.
i ,
' PROPERTY 6 -1 5 -0 F its -- e, Le e Lots
Owner's Name V{ 1 & m be pO'- ,_I.'30,3 a glo r ?83"'
Present Address Phone
' 1 System Location
La+ 1 ' in � +a( A lei A Rovlc h kcQ •
U �(�Do G.S cp?(60/
r Legal Description of Assessor's Parcel No. N Ce .5L4 (ft Vi 's
, ,0 MoT /JEn L
f SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
1 , ' „ .
Percolation Rate (minutes /inch) Number of Bedrooms (or other)
i ) Required Absorption Area - See Attached ' .• •
ti f Special Setback Requirements:
Date — Inspector
* ' FINAL SYSTEM INSPECTION AND APPROVAL (as installed) a
• f Call for Inspection (24 hours notice) Before Covering Installation
i '
e . .
System Installer
Septic Tank Capacity 1 % C 0 G L. ' = $
Y \
Septic Tank Manufacturer or Trade Name
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
Other .
Date _49_,h,5.4.0_____--- Inspector S D,, S L mos. k �/ /) 1
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SIT
•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.
4
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.
I•- 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material t-
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 -To 'e- Ui 4 4 t&
ADDRESS /3K 3( (o3 G ie.-t °ooe( Sp/11c Creo- & ?' O(PHONE 283 • .5 22
CONTRACTOR T T . T Deus I c.- P e
ADDRESS S A Pvt 'C- PHONE .n qa.
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 G (o 4.0e.1190( S ?Ayr , Size of Lot / S" Acite, .
Legal Description or Address L121 1 V44 •+ koa t e S u b Lt e V' ' SP ty
WASTES TYPE: (4- DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER / - DESCRIBE
I1 e c�
BUILDING OR SERVICE TYPE: : r jd- c 1-4
Number of Bedrooms 2_ Number of Persons a
( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher
SOIJRCE AND TYPE OF WATER SUPPT,Y: (.LL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: V i vt hoot e v
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: S M ler
Was an effort made to connect to the Community System? No
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 1 4. - leek 100 feet
Septic Tank to Well: q SV 4 "-+ 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet 42kt
Septic System to Property Lines: 10 feet ■ 4e..o+
YOUR INDIVIDUAL, SEWAGE DISPOSAL, SYSTEM PERMIT WILL, NOT RE ISSUED
WITHOUJT A SITE PLAN,
GROT IND CONDITIONS
Depth to first Ground Water Table
Percent Ground Slope
2
G ,
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(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:
(✓j ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
(. -) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER - DESCRIBE , II
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? N U
pRRCOT.ATION TEST REST TITS; (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 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 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.
Signed 0 / 4 7( at Date `7 - /S 7?
PLEAS DRA W AN ACCURATE MAP TO YOUR PROPERTY!!
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May 15, 2000
Joe Vittum
Vittum Residence
PO Box 3163
Glenwood Springs CO 81602
RE: Vittum Residence ISDS — AS -BUILT DOCUMENTATION
Site Location: 0750 Forest Glen, Vahoose Subdivision, Lot 1, in Garfield County.
SE Job No. 20050
Dear Joe:
Pursuant to your request, this letter and attached drawing provides documentation that the new ISDS
system recently installed is in general compliance with the permitted design. Sopris Engineering has
performed a site visit to measure and document the as built conditions of the constructed
evapotranspiration system. The as built size and relative location of the new ISDS system is delineated on
the attached drawing.
The evapotranspiration facility was constructed in 3 separate beds due to the existing sloping topography
on site. Each bed was installed level. Adjacent beds have a vertical separation of 3 feet and a horizontal
separation of approximately 6 feet. A distribution box has been incorporated into the design to insure an
equal distribution of effluent over the beds.
The total as built bed area is 2220 sf, which is approximately 60 sf larger than the design area of 2160 sf.
The filter /treatment media, distribution pipes, and installation are in accordance with Garfield County
Regulations, the design presented in the Sopris Engineering Report dated May 18, 2000 and the design
drawing dated May17, 2000.
If you have any question or need any additional information, please call.
Sincerely,
SOPRIS ENGINEERING, LLC
Yancy Nichol, P.E.
Project Engineer
VINUS \PO\a,huili -I SDS. WC
502 Main Street • Suite A3 • Carbondale, CO 51623 • (970) 704 -03 1 1 • Fax
(970) 704 -03 13
Soais ENGINEERING • LLC civil consultants
I
NTS 1
\
EXISTING \
2 BEDROOM
HOUSE
400'
EXISTING SERVICE LINE -
EXISTING 1500 GAL. -
SEPTIC TANK I _.- _ _ ._ -
DISTRIBUTION BOX -
AS BUILT EVAPOTRANSPIRATION L EXISTING DRIVEWAY
FIELDS. 3 LEVEL BEDS SEPARATED - - -' "- -
BY 3 FOOT VERTICAL DROPS WITH _ - - -----
6 FOOT HORIZONTAL SEPARATION. - _
yy 4 DIA. PERF. PVC
I� SCHEDULE 40 (TYP.)
LIMITS AND SELECT BAe CK OF EXCAVA70N
1 FIL
• � ° O L EXISTING SOLAR PANELS
100' RADIUS
!v� `�i
A. 4" DIA. PER ^. P': /C
SCHEDULE 40 (TYP.)
`�O• � �: : i 'A ,ION FIE_D _MONITORING WELL (TYP.)
-- -- 9C' -- ► 1 A LIMITS OF EXCAVATON
I AND SELECT BACKFILL
10' mire. '
WIDTH AND LENGTH OF BED MAY BE DISTRIBUTION PIPE TO BE A MINIMUM
ADJUSTED AS LONG AS A TOTAL OF 6' BETWEEN PIPE AND A MINIMUM 3'
2133 SQ. FT. OF AREA IS PROVIDED TO THE OUTSIDE EDGE OF BED.
24' OVERALL WIDTH
3' 3' , 6 6' 6' 3'
SOD OF VEGETATED
COVER AS REQUIRED
-- "'D sukrAct SLOPE TO DRAIN _ SLOPE TO DRAIN
-all ■ll. ■II. AID All, III, dli/ %IlS, dth fif, ,)111 ■ij(L did j tli
ll _... o,
KEEP T.
DRNNRfRUNOFF M'MU TO ... ..•.
FROM
IE FEID
T
4" DIAM. PERF. PVC 12" SAND D
BED - _ -
SCHEDULE 40 (TYP.) 6 TOPSOIL COVER -
BOTTOM OF BED
TO BE LEVEL
CROSS SECTION DETAIL
N. T. S.
1
\ GENERAL NOTES:
� \ 1. ADD TWO WAY CLEAN OUT ON THE SERVICE
v \ LINE FROM THE HOUSE.
o
\ 2. ALL MATERIALS AND INSTALLATION SHALL
\ - c.- \ CONFORM TO GARFIELD COUNTY INDIVIDUAL
\
zo \ SEWAGE DISPOSAL SYSTEM REGULATIONS.
\ o \
—X-- ALL SEWER LINES TO BE SDR -35 OR SCHEDULE
_ _ _1 40 P.V.C. PIPE UNLESS NOTED OTHERWISE.
4. THE CONTRACTOR SHALL ENSURE ALL SEWER
— LINES AND SEPTIC TANKS ARE COMPLETELY
WATERTIGHT.
EXISTING WELL
5. THE SAND MATERIAL UTILIZED WITHIN THE BED
SHALL HAVE AN EFFECTIVE SIZE BETWEEN
0.25 mm AND 1.00 mm.
6. THE EVAPOTRANSPORATION BED MUST BE MARKED
AND PROTECTED TO PREVENT DAMAGE FROM TRAFFIC,
i. e., VEHICAL, PEDESTRIAN, CATTLE OR WILDLIFE.
WELL HOUSE
- 7. THE EVAPOTRANSPORATION SYSTEM SHALL BE
El LOCATED IN AN AREA WHERE EXPOSURE TO THE
SUN CAN BE MAINTAINED.
8. THE ENTIRE EVAPOTRANSPORATION BED MUST BE
SODDED OR COVERED WITH VEGETATIVE GROWTH
/ I WITHOUT IRRIGATION ASSISTANCE.
PROPERTY LINE I 9. THE EVAPOTRANSPORATION BED MUST NOT BE
SUBJECTED TO IRRIGATION AND MUST DIVERT
SURFACE DRAINAGE AWAY FROM THE FIELD.
10. THE DIMENSIONS SHOWN ON THE PLAN INDICATE
MINIMUM DISTANCES FOR INFORMATION ONLY.
11. THE TOPSOIL COVER SHALL BE MOUNDED ON
THE FIELD TO DIVERT DRAINAGE RUNOFF AND
KEEP IT FROM ACCUMULATING IN THE FIELD.
JOE VITTUM ISDS
AS -BUILT DRAWING
8/8/00
ss .::0.vst } i.
502 WIN . SLATE N
20050.01 VITTUM 5/17/00 20050—iSDS.DWG clitrit4=623