HomeMy WebLinkAbout680 Old Creamery Rd - 210508303005 - 1748-97IS (2)INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1748-97 BP NO. 11657
OWNER: CREAMERY RANCH LAND COMPANY PHONE: 970-926-4506
MAILING ADDRESS: P.O. BOX 1155, EDWARDS, CO 81632
APPLICANT: ROB HANEY, P.O. BOX 1412, AVON, CO 81620 PHONE: 970-949-9232
SYSTEM LOCATION: 0680 OLD CREAMERY TRAIL, EDWARDS, CO TAX PARCEL NO. 2105-083-03-005
LICENSED INSTALLER: JOHN A. BASKINS CONSTRUCTION, JOHN BASKINS LICENSE NO. 39-97 PHONE: 970-926-3748
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-827-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK 1798 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 58 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 11/14/97. DO NOT INSTALL IN WET WEATHER, RAKE TRENCH
SURFACES TO PREVENT SMEARING OF SOILS. INSTALL INSPECTION PORTS IN EACH TRENCH. ENGINEER IS RESPONSIBLE FOR FINAL IN-
SPECTION. BUILDING TCO OR CO WILL NOT E ISSUED WITHOUT SEPTIC SYSTEM APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL: JA A DATE: DECEMBER 12, 1998
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL
THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 1798 SQUAREFEET(VIA 58 Infiltrator units )
INSTALLED concrete TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET FROM
See design dated 11/14/97 for system location.
COMMENTS: Engineer final certification recieved 7-10- 8.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN
WORK IS COMPLETED.
//�������� c / - �g
ENVIRONMENTAL HEALTH APPROVAL U.Lf/l� �DATE:
(Site Plan MUST be attached)
IS.DS Permit # `�
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH.OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: C:12E MF=
MAILING ADDRESS: PO 1 7X
CO. -PHONE: ( 70) a2 6 450&
APPLICANT/ CONTACT PERSON: R 0 8 14,kN Fv PHONE: (970 0"- 9 23 2
MAILING ADDRESS: PQ En )C j q-i 2_ ,y_0&j C.C, M G 20
LICENSED ISDS CONTRACTOR: t-41K1 ►4 . RASWWJl PHONE:
(q70) g2-6-3`746
_-TA � 12AStLl"S W"5i2e ADDRESS: PO Ux 3-Ne , kjAiL 6frss
PERMIT APPLICATION IS FOR: �) New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # _fit hJ ! ( if known)
Legal Description: Subdivision: CiZE 111( ?A(-O PilingN.JA Block. -A Lot No.
i
_
Tax Parcel Number: Z i p � - C7 � o .%� e .
— __— — $ � -Q �-� p 5 Lot Size.: _ �
Street Address: OG�30 Of--b C 1:_:R 11tC_ IL , CAA+--t °-[ il.4rJGN
***************************************************************************
BUILDING TYPE: (Check applicable category)
Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface
(x) Public Name of Supplier:
*These sv'stems
SIGNATURE:
**************
Number
Number
Type
of Bedrooms 4
of Bedrooms
sign by a Registered Professional Engineer
Date: NOV 25, (q97
TO BE COMPLETED BY THE COUNTY /y
AMOUNT PAID: �,� RECEIPT #: Q goo DATE: / f d'
CHECK #: —�< CASHIER: /�
u ( r i U1 .i »4 rJ::), c Z) 7 e U—OL I _:)U :) LKr tNUINttKINlU, 1NU HAUL U1
July 9, 1998
Mr. Rob Haney
Arden Development
P.O. Box 1412
Avon, CO 8162.0
RE: Inspection of Septic System Im taliation
Lot 17, Creamery Ranch
Eagle County, Colorado
Project No. 9711.2 - Permit No.1748-97
Dear Rob:
At ,your request, on June 30,1998, we visited the oonsbw6on site on Lot 17, Creamery Ranch, near
Edwards, Eagle County, Colorado. The purpose of our site visit was to observe the installation of the septic
system.
They installed the system in overall compliance with the septic system design, Drawing No.
97112SD.DWO, datedNoveanber 13,1997.
The system was connected to themain residonce as shown on the above nanned drawing. They
installed 1500-gallon, two compartments, a precast, concrete septic tank.
Fifty eight, Standard Infiltrator Chambers were installed. The fu-st three trenches had 15 Infiltrators
each, and the last trench had 13 Infiltrators. The infiltrators w= connected with serial distribution. In the last
infiltrator of each trench, inspection ports were installed. Hm iz*ntal distai1ce from canter to center of the
trenches, was 9 feet or more. All piping was SDR-35, 4-inch pvc.
If you have any questiow, please do not hesitate to call.
Sincerely,���"U�[i''
LKP Enginering ; i►�:p�• pt:Tr r°°s°�`" i
-v 29,5
Lutaa petrvvs a, P`6••+�+�'��
President I A IBM
cc: Ms. Laura Feucett, Eagle County Environmental Health Division, fax: 328-7185
c:�0MoBwPV1MVr8a0c01)> aost.VM
F,O. Box 1452, Avan, Colorado 81620 • (970) 82779088 Tel - (970) 827.9089 Fax
HEPWORT14-PAWLAx G.JEOTECHNICAL, INC.
June 15, 1994
Post-it°//Fax Note 767'1
Date / l- j -�
p* 01 ]1.t o
T4 4. �!/L��i
From �U/2 /•�
CcdDapt.
Co. L. 9P E A) G . (.IC
Phone # _ 7
PI a #
Fax #
Fax #
Creamery Gulch Land Company
Attn, Bill McGuckin
P.O. Box 1155
Edwards, Colorado 81632 Job No. 194.280
Subject: Feasibility Study for Infiltration Septic Disposal Systems, Imts 1-3, 5, 6,
8-20, Creamery Ranch Subdivision, Edwards, Colorado.
Dear Mr. McGuckin:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a feasibility study for
determining the feasibility of infiltration septic disposal systems at the subject site. The
study was conducted in accordance with our proposal for geotechnical engineering
services to the Creamery Gulch Land Company dated April 15. 1994. The data
obtained and our recommendations based on the proposed construction and subsurface
conditions encountered are presented in this report.
Proposed Construction: The proposed construction will consist of single family
houses located within the building envelopes as shown on Fig. 1. At this time all lots
included in the study are vacant.
Site Conditions: In general, the subject site consists of rolling hills with vegetation
consisting of grasses and weeds, Aspens trees and low lying shrubs are found along the
perimeter on the south and east sides of th'e subdivision. Slopes range from. slight to
steep across the subdivision. Numerous irrigation ditches cross the area.
Subsurface Conditions. The subsurface conditions at the site were evaluated by
excavating 18 exploratory pits to a depth of 8 feet at the approximate locations shown
on Fig. 1. The logs of the pits are presented on Fig. 2.- The pits were located downhill
of the building envelope. The subsoils encountered, below about 1 to 2 feet of topsoil,
consist mainly of silty days with varying amounts of sand, gravel and cobble rock.
Ground water was found at a depth of 7 feet at Pit 10, Lot 10, on June 4, 1994, The
soils ranged from dry to moist.
Percolation Testing: Percolation tests were conducted in a pit between 3 1/2 to 4 1/2
feet deep next to each of the profile pits. Approximately the last 1 foot of the pit depth
was dug by hand with a post hole digger.
The percolation test results are presented in Table L Percolation rates varied from 20
minutes per inch to 60 minutes per inch. used on our exploration and testing, each lot
should be suitable for conventional infiltration septic disposal systems. The systems
should be based in the upper soils encountered to about a 4 foot depth. Lot 10 may
require a mounded system. Additional testing should be conducted for the actual design
and location.
�r.r CI Yt711`ICC�ii'Y47, 11VV
rAUL UZ
Creamery Gulch Land Company
June 15, 1994
Page 2
Limitations: This report has been prepared in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
other warranty either expressed or implied, The conclusions and recommendations
submitted in this report are erased upon the data obtained from the exploratory pits
excavated at the locations indicated on Fig. 1, the proposed type of construction and our
experience in the area. Our findings include interpolation and extrapolation of the
subsurface conditions identified at the exploratory pits and variations in the subsurface
conditions may not become evident until excavation is perfortned. If conditions
encountered during construction appear different From those described in this report, we
should be notified at once so re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technical interpretations by others of our information. As
the project evolves, we should provide continued consultation as needed. Significant
design changes may require additional analysis or modifications to the recommendations
presented herein.
If you have any questions or if we may be of further assistance, please call our office.
Sincerely,
HEPW'oRT1I - PAW°L,AK GEOTECITNICAL, INC.
Steven L. Pativlal:, P
SLP/ro
Attachments
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LEGEND:
TOPSOIL; organic sandy silt and clay.
CLAY ICL); silty, sandy, scattered gravel, some cobbles, low to medium
plasticity, slightly moist to moist, stiff, mixed brown.
CLAY AND GRAVEL (CL-GQ sandy, cobbles, occasional boulders,
stiff/medium dense, slightly moist to moist, mixed brown.
._, 0isturbed bulk sample.
t
Seepage Level
NOTES:
1. The exploratory pits were dug on June 4, 1994 with a backhoe. The profile
pits were backfilled and the percolation pits were soaked.
2. Locations of the exploratory pits were measured approximately by pacing
from the features shown on the site plan provided.
3. Elevations of the exploratory pits were not measured and the pits are drawn
to depth.
4. The exploratory pit locations should be considered accurate only to the degree
implied by the method used.
5, Water level readings shown on the log of Pit 10 was made at the time and under
the conditions indicated. No free water was encountered in the other pits at the
time of excavation. Fluctuations in water level may occur with time.
194 290 HEP'I ORTH-PAWLAK Lepnd and Notes Fig. 3
010TECHNICAL. Ina.
-- - - -1. - arc.-u r -DvoD LKt' CNUiNLLk1NU, 1NC
PACE 06
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
PERCOLATION TEST RESULTS
TABLE I
PAGE 1 OF 5
HOLE NO.
HOLE DEPTH
(INCHES]
LENGTH OF
INTERVAL
IMIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
]WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(1Y1INANCH)
P-1
42
15
refill
7 1 /4
6 3/4
112
30
B 3/4
6 114
112
8 1 /2
I)<
112
8
7 112
112
P•2
47
1s
9 314
8
314
30
9
8 1/2
1/2
8 112
8
Ira
8
7 112
1/2
P•3
50
16
refill
10 9 /8
9 3/4
318
30
9 314
S 1/4
112
10112
10
112
10
9 1 /2
1/2
P-5
51
15
10 314
10 1 /8
5/8
10 118
9 6/8
1/2
9 6/8
9 1/0
1/2
9 1/8
8 518
112
821.1
Iota: Psrcosation Hales were waked art Jams 4 and the taets run on June 5, 1994.
Percolation test on Lot 4 (P-4) not performed.
--- --. - - -. __. - L-r..r CIYl11JNr-r-K11Ni7, INN PAGE 07
HEPWORTH+PAWLAK GEOTECHNICAL, INC.
PERCOLATION TEST RESULTS PAGE 2 OF 5
TABLE I (Continued)
HOLE NO.
P-6
P-8
HOLE DEPTH
{INCHES)
52
48
LENGTH OF
INTERVAL
(MIN)
15
15
WATER DEPTH
AT START OF
INTERVAL
IINCHESI
11 3/4
WATER DEPTH
AT END OF
INTERVAL
IINCHEW
11 1 /4
DROP IN
WATER
LEVEL
(INCHES)
112
AVERAGE
PERCOLATION
RATE
(MIN.IINCH)
30
30
11 114
10 314
119
10 3/4
10 114
1/2
10 1 /4
9 114
9 314
8 314
119
112
8 314
$114
112
8 1 A
7 3/4
112
7 3/4
7 114
112
P-9
P-10
53
57
15
rstlll
15
10
9 114
314
20
30
9 114
8 112
314
10 114
9 112
314
9 112
12 1 /2
$ 314
12
3/4
112
12
11 1/2
112
11 112
11
112
Note: Percolation test on Lot 7 (P-7) not performed.
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
PERCOLATION TEST RESULTS
TABLE I (Continued)
HOLF NO. HOLE DEPTH LENGTH OF
(INCHES) INTERVAL
(MIN)
P-11 50 is
P-12 1 49 1 16
P-13 ! 62 1 15
P-14 1 56 1 16
WATER DEPTH
AT START OF
INTERVAL
(FICHES)
11 314
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
11 5/8
DROP IN
WATER
LIE:VEL
(INCHES)
1/8
11 519
11 318
114
11 3/8
11 1 /8
1/4
11 118
10 114
10 718
8 112
114
314
9 1/2
6 314
314
8 314
8
3/4
$
11 1/4
7 114
11
3/4
114
11
10 314
114
10 3/4
10 112
1/4
10 112
11 114
10 114
10 314
1/4
112
10 314
10 114
-1/2
10 114
9 314
112 .
PAGE 3 OF 6
AVERAGE
PERCOLATION
RATE
so
20
60
30
flEPWORTH-P,AWLAK GEOTECHNICAL, INC.
PERCOLATION TEST RESULTS PAGE 4 OF 5
TABLE I (Continued)
HOLE NO.
HOLE DEPTH
IINCHES)
LENGTH OF
INTERVAL
MIN)
WATER DEPTH
AT START OF
INTERVAL
IINCHES)
WATER DEPTH
AT END OF
INTERVAL
IINCHEW
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIINANCH)
P-15
P-16
P-17
49
50
52
16
r,sfill
15
5 1/4
4 314
112
60
30
30
6 114
5 3/4
112
5 314
5 1/2
114
5 112
E 114
114
5 i 14
9 1/2
5e
9
1 /4
112
9
8 1l2
112
B 112
8
112
B
11
7 112
101/2
1/2
'ill
10 112
10
1/2
10
9 112
1/2
1/2
-- - - - - - - -- • ---- L-f..1 _i !11 INL.L.M.LF147 r' 1141 F'AUL 1 F7
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
PERCOLATION TEST RESULTS PAGE 5 OF 5
TABLE 1 (Continued)
HOLE NO.
HOE DEPTH
(INCHES)
LEN41TM OF
INTERVAL
(MINE
WATER DEPTH
AT START OF
INTERVAL
ONCHIES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
IINCHES)
AVERAGE
PERCOLATION
RATE
IMINJINICHI
P-18
50
16
11 112
10 314
314
30
10 314
10 1/4
112
10 I M
9 314
112
9314
9 114
112
P•1a
53
15
121/4
111/2
314
20
11 1/2
10 3/4
314
10 3/4
10
3/4
10
9 114
314
P-20
48
15
8
7112
1/2
30
7 112
7
1/2
7
8 112
112
1748-97 Tax # 2105-083-03-005
JOB NAME Lot# 17, CREAMERY RANCH
Creamery Ranch LAND CO.
O.h.Rf]__f11_d__.C_r_eamer_v _Tr_- i 1 -_
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