HomeMy WebLinkAbout4 Harmony Ln - 239128102003 - 1502-95ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755 , P / 6 �
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system.
PERMIT NO. 1502
OWNER: Charles and Lisa Bontempo PHONE: (970) 963-0585
MAILINGADDRESS: 0019 Raccoon Ct. City: Carbondale State: CO zip: 81623
APPLICANT: Charles Bontempo PHONE: (970) 963-0585
SYSTEM LOCATION: 0004 Harmony Rd. , Carbondale , CO TAX PARCEL NUMBER: 2391-281-02-003
LICENSED INSTALLER: Dreager Construction/ Glen Mehan LICENSE NO: 27-95
DESIGN ENGINEER OF SYSTEM: Nelson Environmental & Wastewater Solutions, Ltd.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 863 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 24 infiltrator units as requested by owner, Install in serial distrib-
ution at 2-2 1/2 feet deep Rake trench side -walls and install inspection portalls at the
end of each trench. Cal e Count or i ction prior to back -filling
ENVIRONMENTAL HEALTH APPROVAL: DATE: August 30, 1995
CONDITIONS:
41-1
1. ALL INSTALLATIONS MUST COMPLY WITH ALL R QUIREMEflIT&e AGLE 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 AND CAUSE FOR 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: 1080 SQUAREFEET. Via 30 infiltrator units
INSTALLED SEPTIC TANK: 1250 GALLON 200' DEGREES 30'6" FEET FROM the cleanout next to the house.
SEPTIC TANK ACCESS TO WITHIN B" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY X YES NO
COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:
ENVIRONMENTAL HEALTH APPROVAL: DATE: 2 l t<
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
APPLICANT / AGENT:
PERMIT FEE PERCOLATION TEST FEE
RETAIN WITH RECEIPT RECORDS
OWNER:
RECEIPT #
CHECK #
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
I SDS Permit # I �� ✓`�
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: e1Ae ^ o
If
MAILING ADDRESS: 00/ 9 /Q� Gc 0yhC Cfrs�-�ook�u C'� PHONE:
APPLICANT/CONTACT PERSON: hu►- ZI ONE:
L G�
LICENSED SYSTEMS CONTRACTOR:- � � �,�i' sI_/� PHONE: 1?V 1I-:56151
COMPANY / DBA : i� ADDRESS: �V , l
PERMIT APPLICATION IS FOR: (V NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: /�c'w�ya", -r". rik: 1-01 3 54-.*06fe DCtiOlz4e,
Tax Parcel Number:
Z 3 9
ZCP✓ 0 2- ® C2
Lot
Size:
4e. i/ Z /9C•
Physical Address:
1900
,
Z 3
BUILDING TYPE: (Check applicable category)
(kf Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
Number
Number
Type _
of Bedrooms X--
of Bedrooms
TYPE OF WATER SUPPLY: (Check applicable category)
(vj Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:—.�%�,»onyye,kv .T"dl v,,r140 H
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date:
***************************************************************************
AMOUNT PAID: RECEIPT iI I O 1 171 DATE : 17% 7.(7r
CHECK #: 9-�;t'%-5z- CASHIER:
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
December 7, 1995
Charles and Lisa Bontempo
0019 Raccoon Ct.
Carbondale, CO 81623
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit No. 1522-95 Parcel #2391-281-02-003.
Property location: 0004 Harmony Rd., Carbondale, CO.
Dear Mr. and Mrs. Bontempo,
This letter is to inform you that the above referenced ISDS
Permit has been inspected and finalized. Enclosed is a copy to
retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also
enclosed is a brochure regarding the care of your septic system.
Be aware that later changes to your building may require
appropriate alterations of your septic system.
If you have any questions regarding this permit, please contact
the Eagle County Environmental Health Division at 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Information Brochure
Final ISDS Permit
cc: files
EAGLE COUNTY, COLORADO
Date: August 30, 1995
TO: Dreager Construction
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System
Permit No. 1502-95 Tax Parcel #2391-281-02-003
Property Location: 0004 Harmony Rd., Carbondale,
CO, Bontempo Residence.
Enclosed is your ISDS Permit No. 1502-95.It is valid for 120
days. The enclosed copy of the permit must be posted at the
installation site. Any changes in plans or specifications
invalidates the permit unless otherwise approved. Please call
our office well in advance for the final inspection.
Permit specifications -are minimum requirements only, and should
be brought to the property owner's attention.
This permit does not indicate conformance with other Eagle County
requirements.
If you have any questions, please feel free to contact the
Environmental Health Division at 328-8755.
cc: files
Nelson invironmenUd & Wastewater So1uii2n&Ud- --
9 1995
w Mr. Charles Bontempo
S 0019 Raccoon Court
El Jebel, CO $1628
0,
Subject: Soils Evaluation and Percolation Test for individual Sewage System Design for Lot 3,
Harmony View Subdivision, Eagle County, Colorado, located at the intersection of
Fender Lane and Harmony Drive and numbered as 0004 Harmony Road
Dear Lisa and Charles,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a preliminary
soils study and percolation tests to design a septic system for the proposed residence. We
conducted this study according to Sections 4.04 and 4.05 , Chanter Se
IV (Individual wage
Disposal Sygtemsl of the Eagle County Code on April 25,1995. We have based our
recommendations on the subsurface conditions encountered. We will furnish this letter to the
Eagle County Environmental Health Department at our earliest opportunity. Please complete the
permit application we have delivered and pay the $150.00 permit fee so that the permit to
construct this sewage system can be completed.
proposed Construction:
The planned residence is a three bedroom, two and one half bathroom, two-story house with
approximately 2000 square feet.
Sits Conditions:
The site is a lot on Missouri Heights. The property is served by a subdivision well. The lot is
approximately 4.1 acres in size.
The ground surface, which appears natural in the proposed area of the absorption field, slopes
rather gently to the Southeast at a 5% grade. There are no irrigation ditches or water courses in
the area.
The typical vegetation pattern of the area, consisting of wheatgrasses, rabbit brush, and sagebrush
was predominant on the property.
n Subsurface Conditions:
A soil profile pit was not excavated at the time of this investigation. This must be done to obtain
the-fial individual sewage disposal permit from Eagle County.
The subsurface soil conditions were evaluated with the standard percolation test procedures at the
approximate location shown on Figures 1 and 2 The test holes were hand dug in the location of
the proposed absorption field before our arrival at the site. Several inches of gravel were placed
in the bottom of each hole. The subsoil in which the percolation testing was run, consisted of
P.O. Box 6961 Snowmass Viiiage, CO.81615 Office (303) 923.3289 Home (303) 923.2766
Bontempo Property
Lot 3, Harmony View Subdivision
May 9, 1995
Page 2
loam and clay loam. This soil was well consolidated, and showed a slight tendency to shrink or
swell with moisture content.
Percolation Testing:
Percolation testing was performed in the proposed absorption area Southeast of the staked
building footprint. Three shallow holes were hand dug to a depth of thirty two -inches and were
approximately six inches in diameter. The percolation holes had been excavated earlier and were
pre-soaked the morning before testing. The water was initially added approximately eight hours
before beginning the percolation test measurements and refilled to a depth of ten inches above the
gravel once more two hours before.
The results of the percolation testing are presented in Table I. These results indicate the clay
loam soils have an average percolation rate of 17.3 minutes per inch and are considered Ik
acceptable for a conventional infiltration design for the on -site sewage system.
Minimum Eagle County Requirements:
The minimum Eagle County requirements for this installation are based on a system flow of 450
gallons per day. This flow would require a septic tank of 1000 gallons minimum volume, and a
minimum of 610 square feet of standard absorption trench, defined as follows:
A standard absorption trench is an excavation less than three -feet (3') wide and containing a
single 3 or 4-inch (3" or 4") perforated distribution pipe in the center. A minimum of six- _
inches (67) of 1/2 inch to 2 1/z inch diameter clean, graded gravel is placed under the
distribution pipe. A sufficient amount of additional gravel is placed around and over the
distribution pipe and to bed and cover the pipe with a minimum of two inches (2") of gravel
above the top of the pipe.
A minimum of two trenches of near equal length is required for any installation of this type.
Recommended On -site Wastewater Disposal Design:
We recommend that you install a septic tank with a volume of 1250 gallons to increase detention
time and to provide sufficient volume to allow for a fourth bedroom in the house, if remodeled at
some future date.
An alternative design for the absorption field would incorporate an arrangement of graveless
"Infiltrator" s or "Biodiffusefm leaching chambers. The use of the leaching chamber systems
permits a reduction of approximately 50% in absorption area required under County regulations.
This reduction is based on manufacturer's claims and on an approval of such a reduction by the
Colorado Department of Heahh, Water Quality Control Division. The absorption field could then
Bontempo Property
Lot 3, Harmony View Subdivision
May 9, 1995
Page 3
consist of two trenches, each 63 feet in length and containing 20 sections of Infiltrator. We are
enclosing some technical specifications sheets and installation guidelines to give you a clearer idea
of the construction of an absorption system using these products.
It is desirable to use a distribution box to equalize the flow to each of the trenches. The
distribution box is placed between the septic tank and the leaching trenches and connected to each
with a piece of solid PVC pipe.
Limitations:
This report has been prepared according to generally accepted practices in this area for use for
sewage disposal design purposes. The conclusions and recommendations submitted in this report
are based upon data obtained from our site visits at the location indicated. There is some
possibility that the nature and extent of variations in the subsurface soils across the site may not
have been evident at the time of this investigation, and may need additional evaluation if further
excavation reveals conditions different from those described. This office should be advised of any
unusual situations as soon as possible so we may reevaluate our recommendations. If you have
questions or if we may be of further assistance, please call the office.
Sincerely,
Robert F. Nelson
President
Attachments
cc: Eagle County Environmental Health Department
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Nelson Environmental & Wastewater Solutions, Ltd
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S TABLE I
Hole
Length
Depth at
Depth at
Drop in
Average
Hole Depth
of Interval
Start of Interval
]End of Interval
Water Level
Percolation
No. (in.)
(Minutes)
(Inches)
(Inches)
(Inches)
Rate(Min./Inch)
1 34 10
2 3/4
2 1/16
11/16
10
21/16
19/16
1/2
10
19/16
13/16
3/8
10
13/16
9/16
5/8
(refill) 10
5 3/8
4 1/4
1 1/8
10
4 1/4
3 5/16
13/16 13
2 301/2 10
71/8
613/16
5/16
10
613/16
61/2
5/16
10
6 1/2
6 3/16
5/16
10
6 3/16
5 11/16
1/2
10
5 11/16
5 3/8
5/16
10
5 3/8
4 15/16
7/16 23'
3 32 1/2 10
6 3/4
6 3/16
9/16
10
6 3/16
5 9/16
5/8
10
6 9/16
5
9/16
10
5
5 3/8
5/8
10
5 3/8
4 3/4
5/8
10
4 3/4
4 1/8
5/8 16
Charles Bontempo Property
Lot 3, Harmony View Subdivision
0004 Harmony Drive
Date of Percolation Test: 04/25/95
P.O. Box 6%1 Snowman Village, CO.81615 Office (303) 923.3289 Home (303) 923.2766
Nelson Ewdronmental & Wastewater Solutions; UA
E Property Address: 0004 Harmony Drive
s Legal Description: Lot 3. Harmony, View Subdivision, Eagle County, CO
Property Owner:
Name Charles and Lisa Sontemoo
Address 0019 Raccoon Couri, El Jebel, CO 81628
Phone (970) 963-0585
Contractor:
Name Owner
Address
Phone
Sawratioo amd Swelling
o Smeared surfaces removed X Yes
o Gravel Added X Yes To a 4" Depth
o Date and Time presoak water added
04/25/95 Q 9:05 a.m.
o Amount of presoak water added
approximately 12 gallons /hole
o Water remaining in holes after presoak?
Hole I: X Yes No
Hole 2: Yes X No
Hole 3: X No
Percolation Rate Measurement
Hole 1: 13 minutestinch
Me 2: 23 minutestinch
Hole 3: 16 minutes/inch
AVERAGE 17.3 minutestinch
Excavating Contractor:
Name: Unknown
Address
Phone
No Profile Hole Prep r
Groundwater:
a Not Encountered to 3 ft.
o Estimated depth to high seasonal
water if not encountered- 30 feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
_ Yes X No
Slope in absorption area
>S% to the SE
Bedrock
o Not Encountered
o Estimated depth if not encountered-120 ft.
o Type of bedrock:
Sandstone Claystone
Siltstone X Other:
(Basalt)
Fractured _Weathered
o Is bedrock believed to be permeable?
X Yes No
I certify that the above information is correct and
complete to the best of my knowledge and that all tests were performed in accordance
with the provisions of Eagle County Individual Sewage Disposal System Regulations,
Secfion 4.05.01 through 4.05.08.
Robert F. Nelson
President
P.O. Box 6%1 Snowmass MaSe, CO.81615 Office (303) 923.3289 Home (303) 923.2766
U f f ill 1 77:1 11 . UU JUJ 7LJL f 00 DUD NGLSUN, 11ItWZ30 L I ll I-'Aut Ud
r_ r.-17.- r r
.E Properly Address: QM HMMony Drive
W
Legal Description, Lot 3. Harmony View Subdivision, Eggle Coun_V
Property Owner_
Name Charles and Lisa BonteMpg
Address 0019 Raczoon CouCL El Jebel, CO 81628
Phone (970) 963-0595
Contractor: Excavating Contractor.
Name _ Name: UnEagW
Address Address
(Phone Phone
sawntieM and sweming
a. Smeared surPaocs remved X Yes
o Gavel Added -A-Yes To a 4" Deo
o Date and Tirne ptmmk water added
00203 Q 9.05 a.nL
o Amount of presoak water added
appnroxiuoddy 12 gallons /holye
o 'rater remaining in holes alter presoak?
Bole 1: JX Yes No
Hole2:
Hale 3: _ Y X - I+10
Percola im Kate Mannment
Hole.): 13 miautes/inch
Hole 2: 23 minuteslinch
Tole 3, lb ndotueslinch
AVERAGE 17.3 nun tiWinch
Gs erster:
o Not Enowntesad to 8 ft.
o Estimated depth to high seasonal
wider if not tacountered- 30 feet
a Is am bdkvcd to be sut od to
seasanal moons which canld
result is a seamnat waver tab e?
_ Yes X No
Slope in ahsorptloe Ares
>5% to the SE
Bedr k
o Not Ettomkrcd to a depth of B ft.
o Estimated depth if not encountered-120 ft.
o Type of bedrock,
Sewstone clay"M c
Siltst w -X-Other:
(Basalt)
PtalcUnd Weathered
o Is bedrock believed to be permeable?
X Yes --No
I certify tIM the above information is correct and ` --
complete to the best of my knotwledge and ffM all tests were performed in accordance
with the provisions of Eagle County Individual Sewage Disposal System Regulations,
Seen 4.05.01 through 4.05.08.
Robert F. Nelson
'J
Prelsklent
--F-D —,2, v '� C?-) —
P.O.o'M4
Box 6961 Srto" allege, ;l' . 81615 Office (303) 925.3289 Home (303) 923.2766
NeLwn Entdronmmtal & Was waW S'oru �ts�
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S July 31, 1995
Eagle County Environmental Health Department
P. O. Box 179
Eagle, Colorado 81631
Subject: Soils Evaluation for Individual Sewage System Design for the Bontempo Residence, Lot
3, Harmony View Subdivision
On June 30, 1995, we evaluated the soil profile hole excavated on the referenced property. The
subsoil to a depth of eight feet consisted of loam and clay loam. The top four feet was a darker
brown soil with a subangular blocky structure, and the soils in the lower four feet were lighter in
color and somewhat calcareous. 'There was some loose basalt rock in the bottom foot of the
profile pit. The soil was dry, well consolidated, and showed a slight tendency to shrink or swell
with moisture content and to compact under the pressure of the excavating equipment.
We have attached an updated soil evaluation sheet to reflect the profile excavation.
If you have questions or if we may be of further assistance, please call the office.
Sincerely,
Robert F. Nelson
President
Attachment
cc- Charles Bontempo
P.O. Box 6%1 Snowmtatss' MaM CO.81615 Office (303) 923.3299 Home (303) 923.2766
i
DATE • •, 1995
Charles Bontempo
0019 Raccoon Ct.
E1 Jebel, CO 81628
RE: Property Located at 0004 Harmony Rd., Missouri Heights
Dear I.S.D.S. Applicant:
Your percolation tests results for an Individual Sewage
Disposal System have been received.
Issuance of your ISDS and building permits are on hold until
the following materials or fee(s) are submitted.
X Payment of $150.00 Application Fee
X Completed application for an ISDS permit.
Site Plan
X Licensed System Contractor (See attached list)
Please keep in mind that an incomplete ISDS permit application
will result in delaying issuance of any corresponding building
permits.
Enclosed is an application and a list of licensed installers.
If you have any questions please contact us at 328-8755.
Please submit information to:
Eagle County
Environmental.Health Division
P.O. Box 179
500 Broadway
Eagle, CO 81631
ISDS Final Inspection_
Co pleteness Form
Tank is IZ2 gal. Tank Material^16.
Tank is located O ft. and �&-) degrees from 1
(permanent landmark)
Tank is located ft. and degrees from
(permanent landmark)
Tank set level. Tank lids within 8" of finished grade.
Size of field U19-1—ft2 units lineal ft.
Technology �� .� I-ho 5�
11 Cleanout is installed in between tank and house(+ 1/100ft).
---Z'There is a "T".that goes down 14 inches in the inlet and
outlet of the tank.
Inlet and outlet is sealed with tar tape, rubber gasket
etc.
Tank has two compartments with the larger compartment
closest to the house.
L� Measure distance and relative direction to field..
Depth of field ft.
Soil interface raked. 'Byt
Inspection portals at the end of each trench. ,--;,
` Proper distance to setbacks . C14i�-G ate;
Other
Inspection meets requirements.
Copy form to installer's file if recommendations for
improvement were suggested.
ACTION TAKEN:
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field
100
25
20
10
50
25
10
10
Tank
50
10
5
10
50
10
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