HomeMy WebLinkAbout175 Sorrel Hills Rd - 193921301016INDIVIDUAL 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. 2111-01 BP NO.
OWNER: ALAN MARKOWITZ AND CATHY POLLARD PHONE: 970-524-7501
MAILING ADDRESS:
APPLICANT: STEWART HOBBS PHONE: 970-524-7447
SYSTEM LOCATION: 175 SORREL HILLS ROAD, EAGLE, CO TAX PARCEL NO. 1939-213-01-016
LICENSED INSTALLER: HOBBS EXCAVATING, STEWART HOBBS LICENSE NO. 7-01 PHONE: 970-376-0885
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE
1500 GALLON SEPTIC TANK, 1488 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 48 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED5/9/01, IN SERIAL DISTRIBUTION WITH A CLEANOUT BETWEEN THE TANK
AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. DOUBLE ENCASE PIPE OR USE STRONGER WALLED PIPE FOR THE EFFLUENT LINE
UNDER THE ROADWAY. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, RAKE ALL TRENCH SURFACES TO PREVENT THE
SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION
PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING
CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVALp,D,/',_ rX_t;N- DATE: JUNE 20, 2001
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 WILL RESULT IN 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: SQUARE FEET (VIA )
INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM
COMMENTS:
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE:
Incomplete Applications Will NOT Be Accepted
(Sitq Plan MUST be attached)
ISDS Permit # cZ-111
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823
****************************************************************************
* FEE SCHEDULE
* APPLICATION FEE $350.00
* THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FINAL INSPECTION
* ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A
* PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED
* REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
****************************************************************************
PROPERTY OWNER:
�/� f j Sy 1 C MAILING ADDRESS: �C7 q� F' C. ' � �J� / PHONE:
APPLICANT/CONTACT PERSON: Coal
' 1-����� PHONE: ��'y7
LICENSED SYSTEMS CONTRACTOR: z G X« Ila, tv` PHONE:
COMPANY/DBA: SC1�%� Cry a�n�/C� ADDRESS:
PERMIT APPLICATION IS FOR: X NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSALf SYSTEM:
Legal Description: 1�1fvC e
Tax Parcel Number: IGfS�� 'g/% �'� J Lot Size:
Physical Address: 11 Jk
BUILDING TYPE: (Check applicable category)
Residential/Single Family Number of Bedrooms
(�) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
*These systems require design by a Registered Professional Engineer
TYPE OF WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) ar ace
( ) Public Name of S rplier
/% I
APPLICANT SIGNATURE : �/ Date:
'
AMOUNT PAID: Y� RECEIPT #: t -(V U DATE: V
CHECK #: CASHIER:
Community Development Department
(970)328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
Date: June 20, 2001
EAGLE COUNTY, COLORADO
TO: Hobbs Excavating
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No.2111-01. Tax Parcel
#1939-213-01-016. Property Location: 175 Sorrel Hills Rd., Eagle, CO.,
Markowitz residence.
Enclosed is your ISDS Permit No. 2111-01 and a field copy of the engineer design stipulated on
the permit. It is valid for 120 days, or for the duration of your current building permit for this
property. 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 note any
special requirements that may have been added to the design by this department.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County Environmental Health
must also view the installation prior to back filling. Please call well in advance for your
final inspection. Your TCO will not be issued until our office receives this certification
from the engineer, and views the installation.
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. Please
notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
LKP Engineering, Luiza Petrovska
r e u ?I ZUUJ. 1U. 10 L—Kr tIVU11N=K11•tU 1NU f Aut U1
Sincerely,
LISP Engineerii
fp�7
uiza Petrc�vska,
President
�1 Engineering, Inc.
CZVWGEOTECIMCAL
July 7, 2001
Dr. Alan Markowitz
NU. Cathy Pollard
13 HuRti ng Hollow
Pepper Pike, OH 44124
Attention; Dr. Alan Markowitz & Ms, Cathy Pollard,
RE: Inspection of Septic System installation
Parcel 9, Sorrel Hills at Castle Peak ranch
T75 Sorrel Hills Road
Eagle County, Colorado
Project No. 20137 - Permit No. 211.1.-01
.At the request of Stewatt Dobbs with Hobbs Excavating and Trucking, on July 5, 2001, we
visited the, construction, site at Parcel 9, Soml Hills at Castle Peak Ranch, 175 Sorrel Hills Road„
Eagle County, Colorado. The purpose of our site visits was to observe the installation of the septic
system.
They installed the system in overall compliance with the septic system design, Drawing No.
20137SD.DNVG, dated. April 3, 2001, and as shown on the attached as -built sketch. They installed a
1.500-gallon, two compartments, a precast, concrete septic tank with risers. The foundation for the
proposed residence was not constructed, yet. The building sewer lute extended 10 feet north from the
septic tank. The cleanout between the house and the tank will be installed, after the foundation is
constructed. The effluent line was about 1.70 feet long, with three cleanouts between the septic tank and
the leachReld, as shown on the sketch. The pipe was double encased under the driveway crossing.
Forty-eight, Standard infiltrator Chambers were installed in three trenches. Each row of trenches
contained sixteen infiltrators. The infiltrators were connected with serial distribution. in the last
infiltrator of each, trench, inspection ports were installed (it was recommended to have inspection pout in
the first and ].art infiltrator of each trench). Horizontal distance from center to center of tlae trenches, was
10 and 15 feet, respectively. All piping was SDR-35, 4-inch PVC. The depth of the trenches was no more
than. 36 inches.
if you have stay questions, please do riot hesitate to ca11.
NtC I y
D
7. J a� _
m y
V
JUL 0 2001
cc: Ms. Laura Fawcett, Eagle County Environmental Health Division, fax.: 328-0349
C'.WVFiL. \l 1dOd WwpD C Mt37oai.wpd
P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax
P.O. Box 2837, Rdwards, CO 81632, (970) 926-9088 TeL (970) 926-9089 Fax
ISDS PERMIT # Z ( I l -0 1
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEATLH
.OWNER:
•PHSYSICAL ADDRESS: CT 1-7
LEGAL DESCRIPTION:
o t MAILING ADDRESS: VQ X 353
TYPE OF DWELLING: 5 a2_ NUMB OF BEDROOMS:
TEST HOLES PRE-SOAKED: YES NO
SOIL
TIME WATER DEPTH INCHES OF FALL RATE PROFILE
TIME TO DROP LAST INCH: PERC RATE:
MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE:
41L,� `0/1
ENVIRONMENTAL HEALTH SPECIALIST DATE
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: Dr. Alan H. Markowitz Location: Parcel 9,
13 Hunting Hollow Sorrel Hills
Pepper Pike, OH 44124 Eagle County, Colorado
Project No.: 20137
P-1
P-2
P-3
TIME/DEPTH
18"
21"
20-8/16"
10
4-8/16"
V
6-8/16"
V
4-4/16"
12/16"
10
5-4/16"
12/16"
7-8/16"
l"
5"
12/16"
10
5-12/16"
8/16"
8-4/16"
12/16"
5-8/16"
8/16"
10
6-4/16"
8/16"
9"
12/16"
5-12/16"
4/16"
10
6-12/16"
8/16"
9-8/16"
8/16"
6-4/16"
8/16"
10
7-4/16"
8/16"
10"
8/16"
6-12/16"
8/16"
10
7-12/16"
8/16"
10-8/16"
8/16"
7-4/16"
8/16"
PERC RATE
20 MIN/INCH
20 MIN/INCH
20 MIN/INCH
AVG PERC
20 MPI
Average Percolation Hole Diameter: 10 Inches
Holes Presoaked: March 27, 2001
Test Run: March 28, 2001
By: Peter Petrovski
Soil Profile: 0 to 1 foot Topsoil
1 to 6.5' -Light reddsih-brown,
sandy clay
6.5 to 7.5'-Light brown silty -
gravelly sand
7.5 to 8' -Reddish brown sandy
clay
No Ground Water, No Bedrock.
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: Dr. Alan H. Markowitz Location: Parcel 9,
13 Hunting Hollow Sorrel Hills
Pepper Pike, OH 44124 Eagle County, Colorado
Project No.: 20137
P-1
P-2
P-3
TIME/DEPTH
18"
21"
20-8/16"
10
4-8/16"
V
6-8/16"
1"
4-4/16"
12/16"
10
5-4/16"
12/16"
7-8/16"
1"
5"
12/16"
10
5-12/16"
8/16"
8-4/16"
12/16"
5-8/16"
8/16"
10
6-4/16"
8/16"
9"
12/16"
5-12/16"
4/16"
10
6-12/16"
8/16"
9-8/16"
8/16"
6-4/16"
8/16"
10
7-4/16"
8/16"
10"
8/16"
6-12/16"
8/16"
10
7-12/16"
8/16"
10-8/16"
8/16"
7-4/16"
8/16"
PERC RATE
20 MIN/INCH
20 MIN/INCH
20 MIN/INCH
AVG PERC
20 MPI
Average Percolation Hole Diameter: 10 Inches
Holes Presoaked: March 27, 2001
Test Run: March 28, 2001
By: Peter Petrovski
Soil Profile: 0 to 1 foot Topsoil
1 to 6.5' -Light reddsih-brown,
sandy clay
6.5 to 7.5'-Light brown silty -
gravelly sand
7.5 to 8' -Reddish brown sandy
clay
No Ground Water, No Bedrock.
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: Dr. Alan H. Markowitz
13 Hunting Hollow
Pepper Pike, OH 44124
Project No.: 20137
Location: Parcel9,
Sorrel Hills
Eagle County, Colorado
P-1
P-2
P-3
TIME/DEPTH
18"
21"
20-8/16"
10
4-8/16"
1"
6-8/16"
1"
4-4/16"
12/16"
10
5-4/16"
12/16"
7-8/16"
1"
5"
12/16"
10
5-12/16"
8/16"
8-4/16"
12/16"
5-8/16"
8/16"
10
6-4/16"
8/16"
9"
12/16"
5-12/16"
4/16"
10
6-12/16"
8/16"
9-8/16"
8/16"
6-4/16"
8/16"
10
7-4/16"
8/16"
10"
8/16"
6-12/16"
8/16"
10
7-12/16"
8/16"
10-8/16"
8/16"
7-4/16"
8/16"
PERC RATE
20 MIN/INCH
20 MIN/INCH
20 MIN/INCH
AVG PERC
20 MPI
Average Percolation Hole Diameter: 10 Inches
Holes Presoaked: March 27, 2001
Test Run: March 28, 2001
By: Peter Petrovski
Soil Profile: 0 to 1 foot Topsoil
1 to 6.5' -Light reddsih-brown,
sandy clay
6.5 to 7.5'-Light brown silty -
gravelly sand
7.5 to 8' -Reddish brown sandy
clay
No Ground Water, No Bedrock.
LKP ENGINEERING, INC:
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: Dr. Alan H. Markowitz Location: Parcel 9,
13 Hunting Hollow Sorrel Hills
Pepper Pike, OH 44124 Eagle County, Colorado
Project No.: 20137
P-1
P-2
P-3
TIME/DEPTH
18"
21 "
20-8/16"
10
4-8/16"
1"
6-8/16"
1"
4-4/16"
12/16"
10
5-4/16"
12/16"
7-8/16"
P,
5"
12/16"
10
5-12/16"
8/16"
8-4/16"
12/16"
5-8/16"
8/16"
10
6-4/16"
8/16"
9"
12/16"
5-12/16"
4/16"
10
6-12/16"
8/16"
9-8/16"
8/16"
6-4/16"
8/16"
10
7-4/16"
8/16"
10"
8/16"
6-12/16"
8/16"
10
7-12/16"
8/16"
10-8/16"
8/16"
7-4/16"
8/16"
PERC RATE
20 MIN/NCH
20 MIN/INCH
20 MIN/INCH
AVG PERC
20 MPI
Average Percolation Hole Diameter: 10 Inches
Holes Presoaked: March 27, 2001
Test Run: March 28, 2001
By: Peter Petrovski
Soil Profile: 0 to 1 foot Topsoil
1 to 6.5' -Light reddsih-brown,
sandy clay
6.5 to 7.5'-Light brown silty -
gravelly sand
7.5 to 8' -Reddish brown sandy
clay
No Ground Water, No Bedrock.
ISDS Permit # g I l-0 ) Date �� I
ISDS Final InBpection
QaMleteness Form
Tank is 100 gal. Tank Material
Tank is located ft. and degrees from
Wersment lendvrkl
Tank is located ft. and degrees from
(perwanMt londserk)
Tank set level. Tank lids within 8" of finished grade.
V/ Size of field (� � 1 units lineal ft.
Technology !�
OCleanout is installed in between tank and house(+ 1/l0oft).
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.
k has two _ ncstnpartments with the.yeger-.::cQtpartment closest to the
house.
Measure. distance and relative dirept..am to:;;e.14i;21L� 11.rrU`_:?�
. Depth of field. 3 ft.
K)0 -soil interface raked.
Inspection portals at the.end of each trench..
Proper distance to setbacks. apf-v 5 S�p
Chambers properly installed as per manufacturer$ specifications.
(Chambers latched, end plates properly installed, rocks 'removed from
trenches, etc.)
Type of pipe used for building sewer line , leach field 5
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
Fie d 100. 25 20 10 50 25 10 10
�. 50 10 5 10 50 10 * 10
2111-01 Tax #1939-213-01-016
JOB NAMrz_ Parcel #9, Sorrel Hills
175 Sorrel Hills Dr, MARKOWITZ
Highlan Meadows @ Castle Peak
JOB NO.
LOCATION
BILL TO
DATE ST RTED
DATE COMPLETED
DATE BILLED
14,
h
T
La11--,)
JOB COST SUMMARY
TOTAL SELLING PRICE
�12
W01-5 L)
TOTAL MATERIAL
TOTAL LABOR
( I
Vr
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278
2111-01 19sa-21;-o1-olM Isla 0
Pami 4 Sorrel Wlls Merko wi+z
l75 So rre) W Us Dr.
(40kl,tKd Irlrtr A*v2s 9014
JOB FOLDER
\10
�,I ll-o�
la3a-213 -of-o��
polrGt
So r reA 1•}i 115
175 Sorrel Will$ Or. KarkowifA
P*4&,La MmAaws 6A.,te
Printed In U.S.A.
r
STANDARD