HomeMy WebLinkAboutSP-4275—P6
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CY0E--- GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
Permit
4275
Assessor's Parcel No.
This does not constitute
a building or use permit.
PROPERTY vj 4
Owner'sName�I Com{ (-efe~�sentAddress( 1aLa' + f- Phoneq r S 1
i
System Location cf ` +`Q- ( t
Legal Description of Assessor's Parcel No t 7[ - - l ] 10
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
CaII for Inspection (24 hours notice) Before Covering Installation
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 rn.Y2 CJl '/
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. 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).
White - APPLICANT Yellow - DEPARTMENT
OWNER
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
ADDRESS 2LC, . (..k5
CONTRACTOR
ADDRESS
PHONE s •- "sq
PHONE S- C2
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: r
Near what City of Town No I g,*r,.e - CLOS Size of Lot 1
Legal Description or Address 9 U l •AA 1 ?tom, cl
WASTES TYPE:
(v5'DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE: c,1
Number of Bedrooms Number of Persons .j
(1) Garbage Grinder (v) Automatic Washer (w') Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:). ,..--
Was an effort made to connect to the Community System?
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
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:
Depth to first Ground Water Table
Percent Ground Slope
2
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
) SEPTIC TANK
) VAULT PRIVY
) PIT PRIVY
( ) CHEMICAL TOILET( )
FINAL DISPOSAL BY:
(
(
(
(
(
(
) AERATION PLANT ( )
COMPOSTING TOILET ( )
) INCINERATION TOILET (
OTHER -DESCRIBE
ABSORPTION TRENCH, BED OR PIT
UNDERGROUND DISPERSAL
ABOVE GROUND DISPERSAL
OTHER -DESCRIBE
VAULT
RECYCLING, POTABLE USE
RECYCLING, OTHER USE
s ice
( ) EVAPOTRANSPIRATION
( ) SAND FILTER
( ) WASTEWATER POND
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? J
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes per inch in hole No. I
Minutes
Minutes per inch in hole No. 2 Minutes
per inch in hole No. 3
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 3 � � ! ' Date t 1 !=`q.:.0 ti 2-C- -C''>
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
SCHMU'ESER !GORDON ; MEYER
E SJ G 1, N E E R S 5 U R •V E Y O R 5
Andrew Bartnik
121 W. 6th Street
Glenwood Springs, CO 81601
GLENWOOD SPRINGS ASPEN CRESTED BUTTE
1.18 W. 6TH, SUITE 200 P.O. 60x 2155 P.O. BOX 3088
GLENWOOD SPRINGS, CO 81601 ASPEN, CO 8161 2 CRESTED BUTTE, CO 8 1 224
970-945-1004 970-925-8727 970-349-5355
FX: 970-945-5948 FX: 970-925-4157 rx: 970-349-5358
October 17, 2006
Re: Proposed !SDS, 943 No Name Lane, No Name, Colorado - Garfield County
Dear Andrew:
The following recommendations are offered regarding the construction of an Individual Sewage
Disposal System (ISDS) for your Project:
Design Criteria
Number of Bedrooms' 3
Percolation Rate: 30 Minutes per inch'
Reduction for Infiltrator Chambers 35%
Seasonal Groundwater <10 Feet
Results
• The above design criteria results in a septic tank size of 1,500 gallons;
• The average daily design flow is 450 gallons per day;
• The maximum daily design flow is 675 gallons per day;
• The allowable reduced absorption area using Infiltrator Quick47N' Standard Chambers in
a Bed configuration is 481 square feet;
• The minimum total number of chambers (@ 9.2 SF/Chamber) required is 52.
Recommendations
1. A 1500 -gallon, 2 -compartment septic tank shall be used.
2. The leachgeld shall consist of 4 rows of 13 infiltrators for a total of 52 infiltrator units.
3. Infiltrators shall be placed on 12" of CDOT Class 6 base course compacted to 80%.
4. Air vents shall be placed in each comer to maintain aerobic conditions..
5. Installation per attached drawings.
6. Connected with a distribution box to the septic tank outlet tee as shown on the attached
drawing.
7. Groundwater depth shall be confirmed at greater than 10 feet by Engineer prior to
adsorption field construction.
4 Percolation testing was perforrned by the owner under supervision of the Engineer.
,SincerOly,
iSchmuleser •• don Meyer, Inc.
\end
I:1200112001-1301004 ISDS\Bartnik ISDS.doc
LEACHFIELD WORKSHEET
Bartnik Addition
ADF= 450 GPD 943 No Name Lane, Garfield County
DESIGN= 675 GPD
(6.25' Long) (4' Long) BED TRENCH
PERCOLATION
RATE
(Min/Inch)
REDUCTIONS
NO REDUCTION
35% REDUCTION
40% REDUCTION
AREA
(BED)
(TRENCHL
H-10
QUICK4
H-10
QUICK4
H-10
QUICK4
(SF)
35%
40%
UNITS
UNITS i
UNITS
UNITS
_ UNITS
UNITS
5
302
196
181
19
33
13
21
12
18
6
331
215
198
21
36
14
23
13
20
7
357
232
214
23
39
15
25
14
22
8
382
248
229
25
42
16
27
15
23
9
405
263
243
26
44
17
29
16
25
10
427
277
256
28
46
18
30
17
26
11
448
291
269
29
49
19
32
17
27
12
468
304
281
30
51
20
33
18
28
_ 13
487
316
292
31
53
20
34
19
30
14
505
328
303
33
55
21
36
20
31
15
523
340
314
34
57
22
37
20
32
16
540
351
324
35
59
23
38
21
33
17
557
362
334
36
61
23
39
22
34
18
573
372
344
37
62
24
40
22
35
19
588
382
353
38
64
25
42
23
36
20
604
392
362
39
66
25
43
23
37
21
619
402
371
40
67
26
44
24
38
22
633
412
380
41
69
27
45
25
38
23
647
421
388
42
70
27
46
25
39
24
661
430
397
43
72
28
47
26
40
25
675
439
405
44
73
28
48
26
41
26
688
447
413
44
75
29
49
27
42
27
701
456
421
45
76
29
50
27
43
28
714
464
429
46
78
30
50
28
43
29
30
31
727
739
752
473
481
489
436
444
451
47
48
48
79
80
82
30
31
32
51
52
53
28
29
29
44
45
46
32
764
496
458
49
83
32
54
30
46
33
776
504
465
50
84
33
55
30
47
34
787
512
472
51
86
33
56
30
48
35
799
519
479
52
87
33
56
31
49
36
810
527
486
52
88
34
57
31
49
37
821
534
493
53
89
34
58
32
50
38
832
541
499
54
90
35
59
32
51
39 -
843
548
506
54
.92
35
60
33
51
40
854
555
512
55
93
36
60
33
52
41
864
562
519
56
94
36
61
33
53
42
875
569
525
56
95
37
62
34
53
43
885
575 _
531
57
96
37
63
34
54
44
895
582
537
58
97
38
63
35
54
45
906
589
543
58
98
38
64
35
55
46
916
595
549
59
100
38
65
35
56
47
926
602
555
60
101
39
65
36
56
48
935
608
561
60
102
39
66
36
57
49
945
614
567
61
103
40
67
37
57
50
955
620
573
62
104
40
67
37
58
51
964
627
578
62
105
40
68
37
59
52
973
633
584
63
106
41
69
38
59
53
983
639
590
63
107
41
69
38
60
54
992
645
595
64
108
42
70
38
60
55
1001
651
601
65
109
42
71
39
61
56
1010
657
606
65
110
42
71
39
61
57
1019
662
612
66
111
43
72
39
62
58
1028
668
617
66
112
43
73
40
63
59
1037
674
622
67
113
43
73
40
63
60
1046
680
627
67
114
44
74
40
64
6 SCHMUESER I GORDON I MEYER
ENGINEERSISURVEYORS
PRO./FC:T' 4
- a•
/as'
PROD. #, ISor. (/d %
CAL CU ATF BY:
CHFCKFD BY'
DATF'
DATE'
(0/7/6,6'
SCALE: J
1
GLENWOOD SPRINGS 118 W. 6TH, SUITE 200 GLENWOOD SPRINGS, CO 81601 970-945-1004 FX: 970-945-5948
ASPEN P.O. BOX 2155 ASPEN, CO 81612 970-925-6727 FX: 970-925-4157
CRESTED BUTTE P.O. BOX 3068 CRESTED BUTTE, CO 81224 970-349-5355 FX: 970-349-5358
MEEKER 320 3RD ST. MEEKER, CO 81641 970-878-5180 FX: 970-878-4181
florea: Fram WENS CUST4=M 'printing service 1.801.1-888-(327 MEAS, in,: FoEarbccrugh, NH 03453 ItWPd as.inm
Fia+1'3'. 1; W2505.11'2
6 SCHMU,ESER'I GORDON I MEYER
ENGINEEPS 'SURVEYORS
PROJECT'
PROP #•
SHEET NO
CAI C'l!I ATFf1 BY'
CHECKED RY'
SCAT E:
OF'
DATE:
DATE'
F
e
ter
2
fa
r.-
GLENWOOD SPRINGS 118 W. 6TH, SUITE 200 GLENWOOD SPRINGS, CO 81 601 970-945-1004 FX: 970-945-5948
ASPEN P.O. BOX 2155 ASPEN, CO 81612 970-925-6727 FX: 970-925-4157
CRESTED BUTTE P.O. BOX 3088 CRESTED BUTTE, CO 81224 970-349-5355 FX: 970-349-5358
MEEKER 320 3RD ST. MEEKER, CO 81641 970-878-5180 FX: 970-878-4181
Pecod ar Elam NEBS CUST1WI.Cprinting service 1-8(0-688-G327 NEHS, Enc. Pefelbw.n.3 h, kFH 03.158 Jrun,;Win .coN:,
Rif. No: ti 102505,113
6 SCHMUESER• 1 GORDON I MEYER
ENGINEERSISURVETORS
PRO.IECT'
PROJ #'
SHFFT Nfl
CALCULATED BY'
CHECKFD BY:
OF'
DATE'
DATE'
SCALE'
fQ/7A
GLENWOOD SPRINGS 118 W. 6TH, SUITE 200 GLENWOOD SPRINGS, CO 81601 970-945-1004 FX: 970-945-5948
ASPEN P.O. BOX 2155 ASPEN, CO 81612 970-925-6727 FX: 970-925-4157
CRESTED BUTTE P.O. BOX 3088 CRESTED BUTTE, CO 81224 970-349-5355 FX: 970-349-5358
MEEKER 320 3RD ST. MEEKER, CO 81641 970-878-5180 FX: 970-878-4181
finrdar From NEOS CUST(,NrprintIng service 1-e6O{reS-6.52' NEPS,1ne, PolePtx.n.01, NH Oa -45a wwvvaebE.cnm
R' . r!o_ Ci 1O2:1475413
PERCOLATION TEST
Percolation
Location
WORKSHEET
Test For: I:{'c [',�
KYj
Date: 10717f6C::3
S 2 t uie.. r-,4`.--, .
of !SDS: gLre) MEmor-
Test Hole #1
Test Hole #2
Test Hole#3
Time
Reading Drop
Min/in
Reading
Drop
Min/in
Reading Drop Min/in
S'r [ S
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SGM
PERC_TEST.xls
Page 1
Copeland Concrete Inc.
• 6 Hole distribution box
•
28803 Hwy 6
Rifle CO 81650
Phone: (970) 625-1112 Fax: (970) 625-1110
15-1/2"
4" gaskets are designed for 4" pipe or smaller
10-1/2"
11"
6 hole distribution box, has 1 inlet and 5 outlets, plastic gaskets and is reilnforced
with 6-6 10-10 wire mesh. page 3
SCHMUESER GORDON MEYER
ENGINEERS SURVEYORS
December 3, 2007
Garfield County Building and Planning
Andy Schwaller — Chief Building Official
108 8th Street, Suite 201
Glenwood Springs, Colorado 81601
I 18 W, 6TH, SUITE 200
GLENWOOD SPRINGS, co 81601
970-945- 1004
FX: 970-945-5948
RE: 943 No Name Lane (BARTNIK RESIDENCE ISDS)
Dear Mr. Schwaller:
�. �.CRE TET[, BUTTE
P.O. BOX 2155 P.O. BOX 3088
ASPEN, CO 8 1 6 1 2 CRESTED BUTTE, CO 8 1224
970-925-6727 970-349-5355
FX: 970-925-4 157 FX: 970-349-5358
LEL 042007
SGM visited the site on 12/03/07 to evaluate the completion and construction of the septic
system for Bartnik Residence ISDS. The septic system appeared to be complete and in
reasonable conformity to the approved plans.
If you have any questions please contact me directly at (970) 945-1004.
CC: Andrew Bartnik
121 W. 6th Street
Glenwood Springs, Colorado 81601
52001-130.0041Bartnik ISDS acceptance letter
Wed, 18 Oct 2006 8:40om Ploned: Wed, 18 Oct 2006 8:41om cpoulson
0200112001- T30 004 rS0S 6or&Mk ISOS dwg So
4- PVC Yen! /Coosneck
(Ti'p. a/ 4)
Proposed LreedieW
InN7II70!or Oeck4 Standard Units
r 52 Total (4 x IJJ
/ 1 4-0- r
O
O
O
UP, irP 24" D[4 ACCESS
AWN GRADE
‘,1,,
�5 EOM
7YP
4" PA: NYE, !.
7TP 5'-3
52' 0"
OPLAN VIEW — Leachfield
N0 SCALE
COPELAND CONCRf7F. 7NC
1500 GALLON SEPTIC TANK :.
i OWN AvTEA1WlC SAME)
4.
.-1 Y.. :.
-
0
5.-.
72. 2"
5' MM: SEflEEN
OtaLON A TAMC
20" DA ACCESS
6 CLASS 6 ACCREGATE 645E
COMPACTED 70 95.E VDD. PROCTOR
GSEPTIC TANK LAYOUT DETAILS
Not to Scale
4" SDA J5 SEWER PIPE
TO LEACM]ELD AREA
(MIAS SLOE
OUTLET TEE
nl
6 SCHMUESER 1 GORDON 1 MEYER
ENGINEERS S SURVEYORS
1 18 W. arm STREET. SurrE 200
GLENWOOD SPRINGS. COLORADO 8 t 801
10701 940-1 004 FAX 19701 940-5048
A5 ".004.04.00 10 701 025-0727
4" PVC Vent Pipe. Install (1) at each corner
7 for a total of (4).
Min. Height to bottom of gooseneck = 36:
±4.5 FT
Finish Ground. Provide positive drainage
over and away from Field
Infiltrator Chamber Systems Ouick4 Standard Units
Bed Shall be 4 Units Wide x 13 Units Long
for a Total of 52 Units
Backfill with Excavated Soils f Stub 4" SDR -35 Sewer Pipe
r 12" into Infiltrator Unit.
(See Infiltrator installation instructions)
letChillitienCt
+.'t:-0: 0xt .-%�i.r. S Ci'' iii " 'r 4,4_ `'e'�..",vi " ,'�. /�\\��\\//
Scarify Excavated Leaching Surface (Keep Heavy
Equipment Out of Excavated Area). Entire Leaching
Bed Surface to be Levet Within 0.1 feet.
20 ft. typical of area (verify <10 ft.)
72" Class 6 Aggregate Base
Compacted to 80Z
i
OSECTION VIEW - Leachfield
Not to Scale
411
eke. a
Edi -
4.04
501L PROFILE
18" Grovel £iW Material
< 8 f1. Native Course
Grovels and Cobbles
6 SCHMUESER GORDON MEYER
ENGINEERS E. SURVEYORS
1 a W. em S*REE7, Suite PRO
GLENW000 SPRINGS. COLORADO 01 003
1070) 945-1004 FAX 10701 045.5046
ASPEN, COLORADO .V701025-0727