HomeMy WebLinkAbout1610 Spring Creek Rd - 211115200015`14-It
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0212-Cooley Mesa Gypsum �--
VBjOE,
NAME f1610 Spring Creek Rd HILL SCfAM� do �� .SOB NO. 12—
JOBB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
--_-l •z . I - �`� �,..,� �` I �� el
PERMIT # 212 /6
OWNER: Richard Hill -
LOCATION: Cooley Mesa - Gypsum l7.5 acres)
OPT Ida �� C-T f
INSTALLER: Owner
SIZE OF TANK: 1,000 gallons
DWELLING: Residential - 3 bedrooms x 200 sq.ft.
PERC RATE: one inch/10 minutes (600 sq . ft. ). I C, , 2:)
Suggest 600 sq. ft. of drainage field Ic:,,_
Final i zed: 1978 By: Erik Edeen
Mn final given on septic tank - leach field o.k. by Edeen
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 7/81
`\ \ + \ � a` ` o - () � rr / Printed in U.S.A.
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system. PERMIT NO. 1 4, 4 1
--------------
OWNER: Jim Neirzwicki
MAILING ADDRESS: P.O. BOX 3031 PHONE: 328-7366
APPLICANT: Safe city: Eagle State: CO ZIP; 81631
PHONE:
SYSTEM LrlOCATION: 1610 Spring Creek Road, -Gypsum Gypsum TAX PARCEL NUMBER: 2111-152-00-013
LICENSED INSTALLER: T. Nottingham Construction
LICENSE NO: 08-94
DESIGN ENGINEER OF SYSTEM:
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
75 0 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 22 8— 2 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install as per engineer'
ENVIRONMENTAL HEALTH APPROVAL:
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. 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: 62O .5 _ SQUARE FEET.
INSTALLED SEPTIC TANK: 1250 GALLON
DEGREES FEET FROM See as built
SEPTIC TANK ACCESS TO WITHIN 8" 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
ENVIRONMENTAL HEALTH
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
DATE:
DATE:
PPLICANT / AGENT:
OWNER:
=RMIT FEE PERCOLATION TEST FEE
RECEIPT #
CHECK#
"�r�'„r:-mplete Applications Will NOT Be Accepted
»,ite Plan MUST be attached)
.
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)
�Y4e�Fic�k�hic�k�e�k�Y*ic*�Y•k*�4c�t3e�Yir�l•4e�F4e9r�e�c4e�c4c�F�k�Y�k�k�k4e4c�k4r�k4e�k*�k�k4e4e*sHic•de*9c�r4c**9c4c•*�Ieie•ir4e�t�k�Y�Y*�c
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: i\ 1 LJ42IvtA_VM44
MAILING ADDRESS: �' �tX 1. PHONE: 2 -6 l �
APPLICANT/ CONTACT PERSON: PHONE: 4J L-L
LICENSED SYSTEMS C NTRACTOR: �'`�W1�►�� 1� HONE.:
COMPANY/DBA: ' �OA DRESS$ �4 C 3
�r�e�k4e•k�e*�kie�k4e�e�F�k�e �t _�k�t�c4c�e•*�k�e�tie4e*�e*4eie**�c�k9c9e�+c�k�F�k*�c*•***aY*�e�Y�c�F4e��e�k�c�Y�F�c�t*�c*�t�Y�k4c9c9c
jL
PERMIT APPLICATION IS FOR: (NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIIVIDDU-A/L SEWAGE DISPOSAL SYSTEM: �y
Legal Description:t
Tax Parcel Number: ,-m _ �n Lot Size:
Physical Address:
BUILDING TYPE: (Check applicable category)
('Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*'
TYPE OF YATER SUPPLY: (Check applicable category)
( Well ( ) Spring ( ) Surface
( ) Public Name of .Supplier:
*These s
SIGNATURE:
**********
AMOUNT PAID:
Number
Number
Type _
of Bedrooms G-
of Bedrooms
s re u' ,e desig by a Registered Professional Engineer
G��'� Date:
************************************************************
RECEIPT 0 DATE:
CHECK #: l�U� _ CASHIER:
NOV 181994
EAGLE COUNTY
i� C#t�RUNITY DEVELOPMENT
COMMUNFFY DEVELOPMENT
DEPARTMENT
(303)328-8730
EAGLE COUNTY, COLORADO
December 2, 1994
Jim Nierzwicki
P.O. Box 3031
Eagle, CO 81631
Dear Applicant,
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX: (303) 328-7185
The Environmental Health Division would like to notify you to
make a formal request to extend your Individual Sewage Disposal
System(ISDS) Permit #1441-94 into the 1995 construction year.
The Environmental Health Division discontinued percolation tests
on November 15, 1994 and final inspections on December 2, 1994
due to climatic conditions.
ISDS permits are active for 120 days after the date of issue if
no Building Permit has been issued for the same property. If a
Building Permit has been issued for the same property the ISDS
will expire at the same time as the building permit.
If you still plan to apply for a Building Permit this year or in
the early months of 19'95 you will need to have a percolation test
conducted before your Building Permit will be released. You will
have to -contact a Registered Professional Engineering(RPE) firm
to conduct your percolation test.
If you have had your permit issued and have not had your final
inspection completed, but plan on constructing the system in the
next few weeks, please give our office a call and we will
evaluate your permit on a case by case situation.
Please give the Environmental Health office a call at 328-8755,
if you have any questions regarding your permit extension
process.
cc: ISDS Permit #1441-94 File
&oUntain
er-iVl
Engineering Ltd.
August 24, 1994
Mr. James C. Cason
P.O. Box 156
Edwards, CO 81632
Re: Septic System Investigation
Lot A, Tract 85, TSS, R85W of 6th P.M.
Eagle County, Colorado
Project No. 93885G
Dear Jimbo:
At your request on August 21 and 22, 1994 we visited the site
of Lot A, Tract 85, TSS, R85W, of the 6th P.M., Eagle County,
Colorado, for an on -site absorption area evaluation.
1"0 � Two possible sites were observed and tested. The first site
.��j -(Jim Nierzwicki residence) was located near the NE corner of the
J44 ` lot. Six percolation holes were dug and tested. The firs 3 were
just east of the foundation excavation. The average percolation
rate in this area was less than 5 minutes per inch. An additional
3 holes were excavated approximately 45 feet south and 35 feet east
from the SE excavation corner. The average percolation rate was 15
minutes per inch. A profile hole was also excavated just east of
the 3 percolation holes. The soil consisted of 1 foot of sandy
Topsoil with fine roots, over 7.5 feet of reddish -brown, slightly
clayey sandy SILT.
The second site (James Cason residence) was locate near the SE
corner of the lot. Three percolation holes were dug and tested.
The average percolation rate was 9 minutes per inch. The profile
,> hole, dug south from the percolation holes, consisted of very
little topsoil over tan gypsiferous SILT with fine roots, over
light brown clayey SILT to the maximum depth explored of eight
L'e feet.
Due to the relatively fast percolation rate an application
rate was also used for the sizing of the leachfields and it was
found to be more conservative.
DESIGN CRITERIA
I
"-J',s For Jim Nierzwicki residence the maximum daily flow, based on
�eJgq 2 bedroom residence is 450 gallons per day. For an application
rate of 0.8 and a 50 percent reduction for trench configuration the
required absorption area is 282 sq. ft. .This will require 15
Lk' Infiltrator Chambers laid in two trenches six feet apart. Eight
Infiltrators should be placed in one trench and seven in the other.
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
lei
Mr. James C. Cason
Page No. 2
August 24, 1994
A 750 gallon, two compartment Septic Tank is required.
;."�
For James Cason's residence the
maximum daily flow, based on
4 bedroom residence is 900 gallons
per day.
For an application
:> rate of 0.8 and a 50 percent reduction
for
trench configuration,
the required absorption area is 563
sq. ft.
This will require 30
Infiltrator Chambers. Two trenches
with 8
Infiltrators in each,
and two trenches with 7 Infiltrators
in each
are recommended. One
1250 gallon, two compartment Septic
Tank is
required.
The installation of the Septic System should be according to
the Eagle County Environmental Health Division requirements and the
manufacturers recommendations.
Please call if you have any questions.
Sincerely, ���```�Q,QO HEGj�
t .,0ppETRp`
Luiza Petrovsk$ �,V. A9526
Project EngineW0,,•.9 6-24-1%g
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KrA InrA Inter -Mountain
Engineering Ltd.
December 6, 1994
Mr. James (Jimbo) C. Cason
Cason Masonry
P.O. Box 156
Edwards, CO 81632
Re: Inspection of Septic System Installation
Lot A, Tract 85, TSS, R85W of 6th PM
(Jim Nierzwicki Residence) t
Eagle County, Colorado
Project No. 93855G
Dear Jimbo:
At your request on November 22 and December 5, 1994 we visited
the construction site for the Jim Nierzwicki Residence on Lot A,
Tract 85, TSS, R85W of the 6th PM, Eagle County, Colorado, for an
inspection of the septic system installation.
The system was installed in general compliance with the Septic
System Investigation letter dated, August 24, 1994, (approximate
sketch and copies of the pictures of the installed system are
included) .
A concrete septic tank, with 2 compartments and 1250 gallon
capacity was installed. There were two trenches to the southeast
of the tank. The east trench had 8 Infiltrator Chambers, while the
west trench had 9. The depth of the trenches was 3 feet.
The horizontal distance between the trench walls was about 7
feet. The soils exposed in the trenches were as anticipated in the
septic investigation, consisting of clayey SILT.
Where was a cleanout port installed in the last Infiltrator of
each trench.
The sewer line from the foundation excavation to the septic
tank, and from the septic tank to the Infiltrator trenches, was a
4 inch solid PVC pipe.
It you have any questions, please do not hesitate to call.
Sincerely, �aa�w++u+urrni
P R
z°jo: 4Y,
s J
Luiza Petrovska, PiEE.;� 29526
Project Engineer
,,��FsseoN, ``
A
77 Metcalf Road, #200 • Box 978 • Avon, Colorado 81620 • Phone: 949-5072 • From Denver Direct: 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
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APPROXIMATE SKETCH OF SEPTIC SYSTEM
L 0 T A, TRA CT 85, T5S, 11?85W, 6 TH P. M.
EAGLE COUNTY, COLORADO
(JlM NIERZWICKI RESIDENCE) .
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PROJECT NO.: 93855G
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JOB 1610 Spring Creek Road, Gypsum
2111-152-00-013
JOB NO. ,.
BILL TO
DATE STARTED
DATE COMPLETED
DATE, BILLED
47
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