HomeMy WebLinkAbout614 Escalante - 239127207003 - 1296-93ISINDIVIDUAL SEWAGE DISPOSAL
SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone 328-an;
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system.
OWNER: Robert StumT)us
PERMIT NO. 1296
MAILINGADDRESS: P.O. BOX 1537
City:
92 7-43 83: Basalt s1�1a: CO zip: 81621
APPLICANT: James Richard
PHONE: 925-7608
SYSTEMLOCATION: 614 Escalante Dr./Lot 33 A TAX PARCEL NUMBER: 2391-272-07-003
LICENSED INSTALLER: Lee Rippy / Rippy Construction
LICENSE NO: 28-93
DESIGN ENGINEEROFSYSTEM: Percolation data - Nelson Enviro. Wastewater Solutions, Ltd.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1_ 050 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 28 infiltrator units in trenches, or 360 lineal ft. SB2 in trenches.
_-Install inspection portals at the end of each trench.
ENVIRONMENTAL HEALTH APPROVAL:
CONDITIONS DATE
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 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 SVSTF:u Tn oc 1 11
•-•-- - yr aTaitm: (►v 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: 16SO SQUARE FEET. VIA aS
INSTALLED SEPTIC TANK: 6_ GALLON ISO DEGREES FEET
/ FROM
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND a s� tCh OT
PROPER MATERIAL AND ASSEMBLY
YES —NO
COMPLIANCE WITH COUNTY/STATE REQUIREMENTS:
YES —NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
•�
COMMENTS: 6X Vl Pi;. s /,UQye � aCe eL
ENVIRONMENTAL HEALTH APPROVAL
ENVIRONMENTAL HEALTH APPROVAL: DATE:�al �y
i SP IF NECESSARY) DATE:
RETAIN WITH RECEIPT RECORDS
LICANT / AGENT:
OWNER:
MIT FEE PERCOLATION TEST FEE
RECEIPT # CHECK A
ISDS Permit # I o� 96,�q
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
PROPERTY OWNER: l�[--�Z1 STy M 'P U S GI -to-,
MAILING ADDRESS : 6 • I.. csy 16 S1)7_T`` C PHONE • �2 /
APPLICANT/CONTACT PERSON: �Mh ES A�( . �t cl-f i4_,2i� PHONE • ?z5 '-'7%C�C�
LICENSED SYSTEMS CONTRACTOR:
ADDRESS: CA4 , Cb i'/,� 1�7PHONE • Z3 3 e"
***************************************************************************
PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Lo7— 3.3 6"5P*3 Pt6�
Parcel Number: 2 S,7/ 27Z o 7 6n -�> Lot size:
Physical Address:�J
BUILDING TYPE: (Check applicable category)
(X) Residential / Single Family Number of Bedrooms
( ) Residential / Multi -Family* Number of Bedrooms
( ) Commercial / Industrial* Type
TYPE OF WATER SUPPLY: Well(X) Spring ( ) Surface ( )
Public ( ) Name of Supplier: E,,�, MESA• f5 i
l4-� 2r.
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE:
**********
m� Nk " �6� DATE • I l f Z R J
********************************************* ****************
AMOUNT PAID• /6 v RECEIPT# DATE: / _ �C-D,
CHECK # /2CASHIER:
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
December 16, 1993
Robert Stumpus
P.O. Box 1537
Basalt, CO 81621
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO 81631
FAX (303) 328-7207
RE: Final of ISDS Permit No.1296-93 Parcel #2391-272-07-003
Property located at: 614 Escalante Dr., El Jebel.
Dear Mr. Stumpus,
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 dwelling 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,
Tania M. Busch -Weak, R.E.H.S.
Environmental Health Specialist
ENCL: Information Brochure
Final ISDS Permit
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 32S-8730
EAGLE COUNTY, COLORADO
DATE: November 16, 1993
TO: Rippy Construction/Lee Rippy
FROM: Environmental Health Division
500 BROADWA}:
P.O. BOX 179
EAGLE. COLORADO S 1631
FAX (303) 328-7207
RE: Issuance of Individual Sewage Disposal System
Permit No.1296-93, Tax Parcel #2391-272-07-003
Property Located at: 614 Escalante Dr., El Jebel.
Enclosed is your ISDS Permit No. 1296-93 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. The
deadline for final inspections done by Eagle County Environmental
Health is December 1.
Systems designed by a Registered Professional Engineer must be
certified by the Engineer indicating that the system was
installed as specified. Eagle*County does not perform final
inspections on engineer designed systems.
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 us at
328-8755.
cc: files
Nelson Environmental & Wastewater Solutions Ltd:
E
W November 23, 1993,�c
elk
S Mr. Jamie Richards
Aspen Constructors, Inc.
210 Aspen Airport Business Center - Suite FF C(%hf �`�C�
Aspen, CO 81611 `'4li . CQ�
y �tiry
Subject: Soils Evaluation and Percolation Test for Individual l,e System
Design for a Parcel of Land, Lot 33, Aspen Mesa Estates, Filing I,ated on
0574 Escalante
aa�
Dear Jamie,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a
soils study and percolation tests to design a septic system for the proposed
residence owned by Robert and Judy Stumpus. We conducted this study according
to Section VII. of the Colorado Department of Health - Guidelines for Individual
Sewage Systems (1988) on Wednesday, November 17, 1993. We have based our
recommendations on the subsurface conditions encountered. By copy, we are
furnishing this letter to the Eagle County Environmental Health Department to
complete the permit records to construct this individual sewage system.
Proposed Construction:
The planned residence is a three bedroom, two bathroom, two-story house with
approximately 3000 square feet. The property is served by subdivision wells.
The lot is approximately 3 acres in size.
Site Conditions:
The site is a lot on Missouri Heights.
The ground surface, which appears natural in the proposed area of the absorption
field, slopes rather gently to the South or Southwest at a 10% grade. There are
no water courses or irrigation ditches in the area.
Subsurface Conditions:
A soil profile pit, within 15 feet of the proposed absorption area, was excavated
to a depth of seventy four inches. The excavation encountered no ground water.
Bedrock was not present within six feet of the surface of the ground. The top
thirteen inches was a dark loam topsoil. Larger boulders of basalt were observed
on the surface. Below that there were some loose cobbles of sandstone and basalt
to eight inches in diameter intermixed with the soil matrix. The soil texture
was a sandy loam, with some decrease in the clay content with depth. The soil
was calcareous.
The subsurface soil conditions were evaluated with the standard percolation test
procedures at the approximate location shown on Figure 1. The test holes were
dug with a backhoe in the location of the proposed absorption field before our
arrival at the site, and we completed the.excavation by placing a small twelve -
inch diameter hole in the bottom of each backhoe pit. Several inches of gravel
P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923•2766
Stumpus Residence
Soils Evaluation and
Test for Individual
November 23, 1993
Page 2
Percolation
Sewage System Design
placed on the bottom of each hole. The subsoil in which the percolation testing
was run, consisted of sandy clay loam, which extended to a depth of forty to
forty-seven inches at the bottom of the percolation test pits. This tan soil was
well consolidated, and showed little tendency to swell, although some smearing
and compaction was observed in the profile pit.
Percolation Testing:
Percolation testing was performed in the proposed absorption trench area
Southwest of the building site. Three shallow holes were hand dug to a total
depth of.forty to forty-seven inches. The water was added approximately four
hours before beginning the percolation test and the bottom of the test holes was
kept submerged during the presoaking period.
The results of the percolation testing are presented in Table I. These results
indicate the sandy clay loam soils have an average percolation rate of 35 minutes
per inch and are acceptable for a conventional infiltration design for the on -
site sewage system.
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 reevaluation of our recommendations.
If you have questions or if we may be of further assistance, please call the
office.
Sincerely,
Robert F. Nelson
President
CC: Tania Bush -Weak
Eagle County
Lee Rippy
Rippy Excavating
.ScA L.G. i '` f-
FIGURE 1
Stumpus Residence
Lot 33, Aspen Mesa Estates Subdivision, Filing I
0574 Escalante
• r�
g-r F6NC r' LINE'
IY
• t rOQ �;Oti�c•
1 t
0 PRWIt-F C)(O VA77a,-)
Nelson Environmental & Wastewater Solutions Ltd
E
w
TABLE I
S
PERCOLATION TEST RESULT FORM
Length
Depth at
Depth at
Average
Hole
Hole
of Interval
Start of
End of
Percolation
No.
Depth(in.)
(Minutes)
(Inches)
(Inches) Rate(Min./Inch)
1
47
45
6 3/4
5 5/16
10
5 5/16
4 15/16
10
4 15/16
4 5/8
10
4 518
4 5/16
32
2
40 1/2
45
2 15/16
2
10
2
1 3/4
10
1 3/4
1 1/2
10
1 1/2
1 1/4
40
3
41
45
4 5/8
3 1/2
10
3 1/2
3 1/8
10
3 1/8
2 13/16
10
2 13/16
2 1/2
32
Stumpus Property
0574 Escalante
Date of Percolation Test: 11/17/93
P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923.2766
Nelson Environmental & Wastewater Solutions Ltd:
E Property Address: 0574 Escalante
W Legal Description: Lot 33, Aspen Mesa Estates Filing 1
S Property Owner:
Name Robert and Judy Stumpus
Address
Phone
Contractor:
Name Aspen Constructors, Inc.
Address 210 AABC - Suite FF
Aspen, CO 81611
Phone 925-7608
Saturation and Swelling
o Smeared surfaces removed X Yes
o Gravel Added X Yes To a 3 or 4"Depth
o Date and Titue presoak water added
11/15/93 (c0, 10:05 a.m.
o Amount of presoak water added
8 gallons /hole
o Water remaiilill hi holes after presoak?
Hole 1: X Yes No
Hole 2: X Yes No
Hole 3: X Yes No
Percolation Rate Measurement
Hole 1: 32 minutes/inch
Hole 1: 40 minutesAnch
Hole 1: 32 minutes/inch
AVERAGE 35 minutes/inch
Excavating Contractor:
Name Lee Rippy Construction
Address P. O. Box 934
New Castle, CO 81647
Prone 984-2386
Groundwater:
o Not Encountered to 6 ft.
o Estimated depth to high seasonal
water if not encountered- 180 feet
u Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
_ Yes X No
Slope in absorption area
10% to the Southwest
Bedrock
o Not Encountered
u Estimated depth if not encountered-3011.
o Type of bedrock -
Sandstone X Claystone
Siltstone Other.
X 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, Section 4.05.01 through 4.05.08.
Robert F. Nelson
President
P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Horne (303) 923.77
1296-93 - Parcel #2391-272-07-003 T
JOB NAME 614 Escalante Dr. STUMPUS �'L�t��l1eC� IL �CrQv Fr k, JOB NO.
Lot 33 Aspen Mesa Estates
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DATE STARTED
DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
TOTAL SELLING PRICE
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TOTAL LABOR
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SALES TAX
MISC. COSTS
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JOB FOLDER Product 277 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER
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