HomeMy WebLinkAbout03489r - - - -,----- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- ------,--~ ...
... . -Y""'f'
... r ..
... i '
. ..
, GARFIElD COUNTY BUILDING AND SANITATION DEPARTMENT
·1 109 8th Street Suite 303
Glen~ood Sprlii11.~. cOlorado 81601
Ph_one (30~) 945·8212
' : ~ INDIVIDUAL SEWAGE DISPOSAL PERMIT
: ~ PROPERTY
Permit ~ 3 4 8 9
AeeeBBor'a ·¥areal No.
This does not oonstllute
a building or uso permit.
~:·
\ ~ ~er's Name '.dl1nD:\i:t-/LC B .. )11L1\:0J: ~ t S~em Location l/ 33 X c' 1-$ 312 I
Present Address '2.~1_10 S\A,~Dbie, Asitk.I P.Mnii~-§2.':, · 2 .. .GZ..0
U...w Ce SIL t: '·,
• ~ y ~· E L~aal Description of Assessor's Parcel No. --------------
} ~ ; ;... ,.
j 1 ••
~ " S~~TEM DESIGN
' t. ' I ~ ·· · 12 $'0 i'I 1 ~1 Septic Tank Capacity (gallon)
_( 1 0 ~; '; f 0 Percolation Rate (minutes/Inch) Number of Bedrooms (or other)
j ·~ Required Absorption Area • See Attached lR '-IJ(,-11 -4 3G. .S, ·FT.
______ •Other
\
~. j Special Setback Requirements: jjw i ~'NS,, F'1 -"\8 (.(Ho<Tl '3 'Y/, f
1 ; Doto 6 · 2-0 I Inspector -~l:!-"'-<~,.+·....;W)i§!""'IJ.L~--·~~-j--Ltp,,.-JJ.1-7 _~ __
2_'_,_~_1
__ _
: ~ 0.Ut+'f12. M4'.'.!-J)~ ~M. s;~,~ ~ ~ \:· FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) tJi IC. /"I ~ '°)\ T-
•
1
j
1
'-<(..T tc-'°'4,1~ 75 ...µ~)l'O#. ~ ~ C~l•~or Inspection (24 hours notice) Before Covering Installation
r S-' System Installer ____________________ _
\ '1 . ' ~ I
' H ! .:
l ~
) t
f. '
I (
Ii
; 1
I ~
! ~
I !
' ' ~ ,' .
i ! ' t ~ ~
I,,
" ~ ~~
~ i
~ t
' ' ~; ~
1 •)
d.
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 /:17· 01 Inspector "&,,,, f£gj;.{J \.JT'£(?/ ).
~~L~K~T 5s'LJ~~)RE_JAIN WITH RE.QEIPT RECORDS AT CONSTRUCTION SITE
.,_~,1~..,....,l'O '{"r''h 2,/J119J(l J>J qp•.-" ''<".u 7, .J t
•CONDITIONS: "~ N....,,, 0 ,.no.,,,,_, h~-b·.,l.7-0L.
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 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 flne-6
months In jail or both). .. · "
White· APPLICANT Yellow -DEPARTMENT
~~~~~~~~~~~~~~~~~~~~-
. '
( •,
. ' ; { . . : ~
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
)WNER ~ Lt \ ; ~t _5 h ~ ~ ) ~ -To..~Jor--
/ ADDRESS 4f ..33 8 ~o i&~ 3) !2...
CONTRACTOR ;?r Ii= E L ,__ "' .._.t ,' 0 ~
ADDREss .£ex J j 5 !J Baa &(. J--r
PHONE Cf )O 9 Q.S 1_()~ D
PHONE ________ _
PERMIT REQUEST FOR ~) 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 ofTown f{~ ,y c_q .!> tJ 'S
Legal Description or Address '7 3 3 9' Co R CJ\ 3 } !t_
Size ofLot
WASTES TYPE: ( >9 DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER-DESCRIBE ____ -::----,-----------
BUILDING OR SERVICE TYPE: __ 5_,_'~"l-:&~·~/s~-f'~e~""~''~)""'6..---D~w-e...~~//~,' ..... h ..... ~..,._------
Number of Bedrooms __ ~-----------Number of Persons _____ _
"') Garbage Grinder (•) Automatic Washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ~) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Commwrity Water, give name of supplier: _______________ _
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:___:S""'--.Lll...L--------
Was an effort made to connect to the Commwrity System?_--''->-"""------------
A site plan ls required to be submitted that Indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: SO feet
Leach Field to Irrigation Ditches, Stream or Water Course: SO feet
Septic System to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GRQUND CONDITIONS:
Depth to first Ground Water Table __ l"_c'----='3:;....::~,_____,d::..:...;-;.,,._..f,,.e,_"'"'r'--'-'"'°"'-'-}.:..Ja'-'e..._.S('"""' ________ _
"' Percent Ground Slope.---='21.........,2,..._..o....._t"~o __ .2........,-P ..... h.._ ________________ _
2
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
i'YPE OF INDIVIDUAL SEWAGE
0
DISPOSAL SYSTEM PROPOSED:
i> SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
V< ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PITPRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTHER· DESCRIBE
FINAL DISPOSAL BY:
( ) ABSORPTION TRENCH, BED OR PIT ( ) EV APOTRANSPIRATION
~ UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER· DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?__,,0.._0""'------
rERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes ____ _,.er inch in hole No. 1 Minutes _____ _,..er inch in hole NO. 3
Minutes er inch in hole No. 2 Minutes er 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.
Signed ______________ _ Date. ____________ _
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPER TYi!
3
Designate North Arrow
Your Neighbor's
Name & Address
Your Plot -Shape to Fi
(No Scale)
~q.~
\ f ()\~flt\\
~r~ --~
.i.---~ 0 D ±.
streams, irrigation ditchs, and any
0
0
-+
'tic tank & syst garages,
' . '-
~.t,
~\\ti~~
,_--y--r---\.. e~: \ ~
x_ j JU
(
t!
~ r/f(
P.,..~1~;i
-_,
~~
• 1,V-c:..l I
Your Neighbor's
Name & Address
· I I ~Occupation will be issued. :=:---:--. ~ I I
County Road (Note the Road Number and Name)
ail:~ ... _ /3A)
--------------------------------------------------------- - - - - - - - - - - - - - - - - - - - -
August 7, 2001
Garfield County Building & Planning
109 Eighth Street, Third Floor
Glenwood Springs, CO 81601
RECEIVED AUG 1 D 2001
Re: lSDS for Shield-Taylor Residence at 4338 County Road 312, New Castle, Colorado
HCE Project No. 2011072.59
To Whom It May Concern:
This letter is regarding the Individual Sewage Disposal System and dosing arrangement for the proposed
Shield-Taylor Residence. We understand that this ISDS will serve a single-family residence with up to five
(5) bedrooms (future build-out). Using a minimum design of two (2) people per bedroom and a rate of 75
gallons per day per person, the estimated average wastewater flow would be 750 gallons per day. The design
flow, per regulation, is 1.5 times the average, or 1125 gallons per day. Garfield County personnel perfonned
percolation testing on August 2, 2001. The average percolation rate was measured at 8 mpi, which requires a
minimum absorption area should be 63 7 sf.
The proposed absorption area is located uphill from the proposed residence and will require a mechanical
dosing arrangement. The contractor has indicated that the residence will be initially used as a secondary two
(2)-bedroom residence, which may become a primary five (5)-bedroom residence within the next few years.
The dosing demand for both of these scenarios may be met by installing an arrangement utilizing multiple
doses per day. High Country Engineering, Inc. (HCE) recommends that the contractor install a submersible
wastewater pump and float switch arrangement that will dose up to four (4) times per day at approximately
280 gallons per dose. It has been proposed that this arrangement be installed in the second chamber of a
secondary I 000-gallon concrete septic tank. A Dosing Tank Arrangement Detail has been enclosed with this
letter.
If you have any questions or need additional infonnation, please feel free to contact us.
Sincerely,
HIGH COUNTRY ENGINEERING, INC. ,/7 :A-<(
Roger D. Neal, P.E.
Principal Engineer
RDN/djw
Cc: Juliet Shield-Taylor
923 Cooper Avenue,
Glenoood Springs, CO 81601
Telephone (970) 945-8676 -Fax (970) 945-2555
14 Inverness Drive East Suite S.144
Englcoood, CO 80112
Telephone (303) 925-0544 -Fax (303) 925-0547
. .
~
~
4" x 4''...--2" AIR VENT TREATED ELEC. JCT. BOX (OUTSIDE ROAD) "'\i POST
RISER(S) TO
GROUND SURF ACE
• 2" FEEDER LINE TO CAULK/SEAL WELL < FIELD, SLOPED AT
~
L
1 /8" PER FT. MIN.
1; ~ • --SHALL DRAIN BACK .. • • TO TANK AFTER
L I EACH PUMP CYCLE. ----BAFFLE~~ ~~ I J ' -
INLET "ALARM'\ co I ~ • 'N • -'-(') ..____
QUICK DISCONNECT
" 7) I OR UNION .
"ON" ~ • ~ COIL AND TIE AN • ( .
"' I _, J ADDITIONAL 10' OF •N
WEIGHT •• WIRE FOR PUMP
4 REMOVAL •
SUBMERSIBLE
• "OFF"
__..u WASTEWATER PUMP
• ' ' • "' 001 SET PUMP APPROX . ,, 8" OFF FLOOR
• ~ • • . .. . -M • . •
NOTES:
1. SWITCHES TO BE MERCURY FLOAT TYPE.
2. FLOAT SWITCH DIMENSIONS ARE BASED SECOND CHAMBER OF A COPELAND
1000-GALLON SEPTIC TANK FOR 280-GALLONS PER DOSE.
3. SEPTIC TANK SHALL BE OF WATERTIGHT CONSTRUCTION.
4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN
THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP.
5. PUMP SHALL BE CAPABLE OF AT LEAST 20 GPM @ 20 FT. OF HEAD.
(ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY
CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.)
DOSING TANK ARRANGEMENT
N.T.S.
~ JULIET SHIELD-TAYLOR
HK»-1 COUNTRY ENOINEERING, INC. NEW CASTLE, CO
923 COOPER AVENUE .m&CR312 GLENWOOD SPRINGS, CO 81601 DES. DJW I CK. RDN FILE NO. SHEET 1 ISllS ; ' (970) 945-8676
~ 72TAYLOR OOSNQTANK DR. DJW JDATE 8/7/01 2011072.59 OF 1
June 27, 2002
Garfield County Building & Planning
I 09 Eighth Street, Third Floor
Glenwood Springs, CO 81601
Re: ISDS for Shield-Taylor Residence: 4338 County Road 312
HCE Job No. 201II72.59A
To Whom It May Concern:
On June 24, 2002, High Country Engineering personnel observed the construction of the
ISDS for the Shield-Taylor Residence located at 4338 County Road 312 in Garfield County,
Colorado. One 1000-gallon septic tank, one 1000-gallon dosing tank and a 764+ s.f. gravel
absorption field had been installed. No backfilling had taken place and the installation of the
system was in conformance with the intent of the design. If you have any questions, or need
additional information, please contact us.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Roger D. eal, P.E.
Project Manager
RDN/djw
Cc: Juliet Shield-Taylor
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 8160 I
Telephone (970) 945-8676 ·Fax (970) 945-2555
14 Inverness Drive East Suite D-136
Englewood, CO 80 I 12
Telephone (303) 925-0544 -Fax (303) 925-0547