HomeMy WebLinkAbout427 Pilgrim Dr - 210519003006 - 1192-92ISiiyc-yz - rarcei 9ZIU5-190-03-006, Lot 6,
Pilgrim Downs, 0427 Pilgrim Drive, Cummins
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JOB NO.
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE 'BILLED
7 —22
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JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
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TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278 �@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER
Printed in USA
ISDS Permit
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
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PROPERTY OWNER: �!p
MAILING ADDRESS:
PHONE:
APPLICANT/CONTACT PERSON: ai* PHONE: _52,Fj--72P_0
LICENSED SYSTEMS CONTRACTOR: ilk.(_o
ADDRESS: bx 52t '6212 iW, 6iG3i PHONE: 3a872ao,
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:.__. �()r C
Parcel Number: 19C) C�00,6_Lot size:?&-rf-
Physical Address :_Qi27 kkl�,e
BUILDING TYPE: (Check
Residential
Residential
Commercial
applicable category)
Single Family Number of Bedrooms
Multi -Family* Number of Bedrooms
Industrial* Type
I
TYPE OF WATER SUPPLY: Well(k) spring ( ) Surface
Public ( ) Name of Supplier:
*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: t1 DATE: 7&2
AMOUNT PAID:�1'51a�01 RECEIPT# DATE: SJ-12-90,
CHECK #_ CASHIER:' ri:
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway 9 Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLO W COPY OF PERMIT MUST BE POSTED A T INSTA LLA TION SITE, PERMIT NO. 1192 -92
Please call for final inspection before covering any portion of installed system.
OWNER: Skip Cummins PHONE: 926-5418
MAILING ADDRESS: 100 Kettle Creek Road, Weston, CT 06883
AGENT: PHONE:
SYSTEM LOCATION: Lot 6, Pilgrim Downs, 0427 Pilgrim Drive
LICENSED INSTALLER: John D. Seipel Construction, Co. LICENSE NO. 53-92
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
750 GALLON SEPTIC TANK OR - GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
- SQUARE FEET OF SEEPAGE BED --- 604 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: *17 Infiltrator units. Install inspection portals in each trench
Requested by installer)
ENVIRONMENTAL HEALTH OFFICER: DATE:
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, C.R,S, 1973, AS AMENDED,
2 THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HA VE 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. SECTION 1/1, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
TO BE LICENSED ACCORDING TO THE REGULATIONS.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLONS DEGREES - FEET _S� ao-4)u�&
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND ASSEMBLY JIrYES NO
COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
v
ENVIRONMENTAL HEALTH OFFICER a,'Ld A,1 &Jklll �)MK DATE: KI-2
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT: OWNER:
?�n - n C ) AMOUNT PAID:, RECEIPT#: n9 & C) - CHECK#: qCY?) CASHIER.`�,
100 Kettle Creek Road
Weston, CT 06883
December 4, 1992
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Eagle County Environmental Health Dept.
P. O. Box 179
Eagle, CO 81631
Attention: Ms. Tania Busch
Dear Tania:
This letter confirms our telephone conversation that construction
of the two-bedroom/two-bath guest house at 427 Pilgrim Drive,
Edwards has been delayed until Spring of 1993 due to inclement
weather and early snowfall.
I now anticipate that the septic system and guest house will be
completed by June 30, 1993 at the latest. You will be kept
informed of the progress once we resume construction.
Sin yo s
A -
Robert P. Cummins
Owner
RPC: cmk
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
December 10, 1992
Mr. Robert P. Cummins
100 Kettle Creek Road
Weston, CT 06883
Dear Mr. Cummins,
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO 81631
FAX (303) 328-7207
As per your request, the Individual Sewage Disposal System (ISDS)
permit for your guest house at 427 Pilgrim Drive, Edwards, (ISDS
#1192) has been extended into 1993. Please refer to this number
when calling to reactivate the Permit.
This is assuming that your Licensed Systems Contractor
successfully renews it's System's Contractors License in 1993 to
install septic systems in Eagle County.
If you have further questions, don't hesitate calling me at (303)
328-8755.
Sincerely,
�d P. Merry, RE
Ei onmental Healt fficer
cc: Tania Busch, E.C. Env. Health
ISDS File #1192
,:0Y111L1%M L)EV'ELOPMENT
DEPARTMENT
EAGLE COUNTY, COLORADO
June 23, 1993
Skip Cummins
100 Kettle Creek Road
Weston, CT 06883
=00 BROAPWAY
P.O. BOY 179
EAGLE. �: 01 PO S 163 I
RE: Final of ISDS Permit No. 1192-92 Parcel #2105-190-03-006
Property located at: 0427 Pilgrim Drive, Lot 6, Pilgrim
Downs Subdivision
Dear Mr. Cummins,
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,
Brenda Henderson
Administrative Technician
Environmental Health
/bh/ca
ENCL: Information Brochure
Final ISDS Permit
cc: Files BP# 5488
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PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
OWNER:
,'A
!,F(SAL DESCRIPTION: o
�2
MAILING ADDRESS:
TYPE OF DWELLING: L_G�,Cs I'L se- -NUMBER OF BEDROOMS
TEST HOLES PRE-SOAKED: YES X NO
TIME whr"rn nVnMTff __ ____ I-
gulf 0 a
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Time to drop last inch "'Z- 3y ,20'
PERC RATE:
MINIMUM SEPTIC TANK SIZE:
MINIMUM LEACH FIELD SIZE: jd
17
COMMENTS: de-o",
7-R,C
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rev. 6/90ks
DATE:
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IN
LISP < Engineering, Inc.
- CIVILIGEOTECHNICAL
June 15, 2011
Mr. Jim Errant
RE: Engineering Consultation -Locate Septic - As -Built
427 Pilgrim Drive
Lot 6, Pilgrim Downs
Edwards, CO 81632
427 Pilgrim Drive
Eagle County, Colorado
E-mail: jskie(a),,aol.com
Project No. 11024
Dear Jim:
Following is a summary of our findings from the site visit yesterday, June 14, 2011 at your
property on Lot 6, Pilgrim Downs, 427 Pilgrim Drive, Eagle County, Colorado. The purpose of our site
visits was to establish the location of the part of the septic system that was added to the existing septic
system.
The septic permit regnirernents for the addition called for a 1000-gallons septic tank and an
absorption area of 1103 square feet with 36Infiltrator Chambers in a serial distribution.
On site we met with yourself, Scott Cliver and his helper Sergio. During the site visit they were
able to uncover and locate the 1000-gallon septic tank. The tank was located on the south side of the
Guest House. The west opening to the septic tank was16'6" from the SW building corner and 19' from the
SE corner. The east opening was 21'9" from the SW building corner and 187' from the southeast corner.
The locations are approximate. They were done with a tape measure, and are not based on a locate by a
registered surveyor. There were "T"s in both openings. The tank was precast concrete. It had 12-inch riser
on each of the openings and concrete covers with a small metal loop for lifting. The covers were about 4-
inches below the existing ground surface.
A clenout was located at 6'8" east from the SW building corner and about 5 inches south, on the
south side of the building.
The leachfield for the addition was located about 400 feet northeast from the southeast comer of
the main house. We found three inspection ports, one at the end of each of three rows of infiltrators. They
excavated close to the beginning of the last trench. It appeared that they used Standard Infiltrator
Chambers, about 6-feet long each. There were approximately 17 infiltrators installed. Five in the last
trench and six in each of the other two trenches. In the last trench the infiltrators were covered with about
16-inches of soil on the west end and about 2 feet on the east end.
This report has been prepared according to locally accepted professional engineering standards
for similar conditions at this time. There is no other warranty either expressed or implied.
Sincerely,
LKP Engineering, Inc.
Luiza Petrovska, PE ,
a;
President
J:'"•_WP X4-LKP\201 1\1 1024septidocation.wpd
LKP Engineering, Inc.
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