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HomeMy WebLinkAbout6657 Bellyache Ridge Rd - 194133301004INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P 100
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1482
Please call for final inspection before covering any portion of installed system.
OWNER: Terry Ekl PHONE: (708) 654-0045
MAILINGADDRESS: 115 W. 55th St. , Suite 400 city: Clarendon Hillsstata: IL ZIP: 60514.
APPLICANT: Phillip Curtois PHONE: 476-8233
SYSTEMLOCATION: 5804 Bellyache Rd., Wolcott TAX PARCEL NUMBER: 1941-333-01-004
LICENSED INSTALLER: Strait Excavation/Robert Strait LICENSENO: 31-95
DESIGN ENGINEER OF SYSTEM:
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1368 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 38 infiltrators as per owners request. Install inspection portals at
at the end of each trench. Rake trench side walls whereever there is smearing of clays.
Call county for final insp to backfilling. J
ENVIRONMENTAL HEALTH APPROVAL: .^ 6 r DATE: L
CONDITIONS:
i. 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: 1368 SQUAREFEET. via 38 infiltrator units
INSTALLED SEPTIC TANK: 1000 GALLON 260ON DEGREES 46T511 FEETFROM house
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: Cleanout to be installed between tank and house.
ENVIRONMENTAL HEALTH APPROVAL: % a �.v-_-+ DATE: August 2. 1995
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGENT:
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK#
' 4
(Site Plan MUST be attached)
ISDS Permit # ! U
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: ;2!X�7-7f �[o PHONE:
MAILING ADDRESS: eo
APPLICANT/CONTACT PERSON. ��`/�'/>�� . �c�2c'✓ PHONE:
MAILING ADDRESS: Aox i 3/'.y 019-11--. C®.
LICENSED ISDS
COMPANY/DBA:
CONTRACTOR: ���/�>� `S G,�(//i�7-d4�/ PHONE: ( e17-) 2- 74VO
ADDRESS:
***************************************************************************
PERMIT APPLICATION IS FOR: (-j New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit #
( if known)
Legal Description:
Subdivision: Af-U- i�eZ107:r-Filing•_Block•
Lot No.
Tax Parcel Number:
/ �{ - aj- p /
- Q ®
Lot Size:
Street Address:
BUILDING TYPE: (Check applicable category)
(,gResidential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF W TER SUPPLY:
(Well ( )
( ) Public Name
(Check applicable category)
Spring ( ) Surface
of Supplier:
Number
Number
Type _
of Bedrooms
of Bedrooms
*These systequ'r Z_aRegistered Professional Engineer
SIGNATURE: ✓ Date:�C3
**************************************************************************
TO BE COMPLETED BY THE COUNTY
AMOUNT PAID: �O_ (.� RECEIPT #: , /7_ DATE:
CHECK #: CASHIER:
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
august 2, 1995
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
Terry Ekl _
115 W. 55th St., Suite 400
Clarendon Hill, IL. 60514
RE: Final of ISDS Permit No. 1482-95 Parcel #1941-333-01-004
Property located at: 5804 Bellyache Rd., Wolcott, CO.
Dear Mr. Ekl,
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,
Melissa Trujillo
Environmental Health Specialist
ENCL: Information Brochure
Final ISDS Permit
enclosures
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
DATE:
TO:
FROM:
RE:
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
EAGLE COUNTY, COLORADO
June 21, 1995
Robert Strait,Strait Excavation
Environmental Health Division
Issuance of Individual Sewage Disposal System
Permit No. 1482 Tax Parcel #1941-333-01-004
Property Location:5804 Bellyache Rd.,Wolcott,Co.
Enclosed is your ISDS Permit No. 1482-95 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.
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 the
Environmental Health Division at 328-8755.
cc: files
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
DATE•May 26, 1995
Philip Courtois
P.O. Box 1313
Vail, CO 81657
Dear I.S.D.S. Applicant:
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
Your application for an Individual Sewage Disposal System
(ISDS) Permit for Bellyache II has been received.
Issuance of your permit is on hold until the following
materials or fee(s) are submitted.
Payment of $150.00 Application Fee
Payment of $200.00 Percolation Test Fee
X Site Plan
Licensed System Contractor (See attached list)
Engineer Design
Other:A physical address for the site.
Comments: I conducted the first perc test on 5/16195; Perc rate
40mpi, but with amount of clay I determined a perc of 60 mpi.
Soil Profile was O.K. in the original site, but on 5123195 the
owner moved the building site. New perc and soil profile will
need to be excavated. Philip Courtois did pay the application
fee and perc test fee on 4/27/95, receipt #14387, No permit
issued yet.
Please keep in mind that an incomplete ISDS permit ¢C
application will result in delaying issuance of any corresponding �9C
building permits.
M,
0 11553
SUBDIVISION
LOT 6
- 1 4o'noll
ISDS PERMIT
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
OWNER: q
LEGAL DESCRIPTION:
MAILING ADDRr�,';
TYPE OF DWELa.
NUMBER OF BEDROOMS
TEST HOLES PIRT1
YES
NO
rPTMV
■eie
��a�ais
,
is '
NMI
MINIM
A1011101
IMME111
*
iiii��i�i
Ni�
WIN
MINIM
E
01M
IF01
=
I
on
in,
I
I
NEI
FAX
Time to drop last inch
PERC RATE: '0 )LA? MINIMUM SEPTIC TANK SI E:
MINIMUM LEACH FIELD SIZE:
COMMENTS:
zz
Aegc
"o
PUC,TEST DONE BY:
A Health
rev. 6/9-Oks
cer
DATE:
ISDS Final Inspection
Completeness Form
is Tank 7Tank
(OO � yal. Tank Material
is located ft. and Ugrees from
(p r anent landmark)
Tank is located ft. and degrees from
(permanent landmark)
Tank set level. Tank lids within 8" of finished grade.
Size of field ft2 units lineal ft.
Technology.
,./�"w
Cleankut is installed in between tank and house(+ 1/100ft).
,--,,-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.
�f Tank has two compartments with the larger compartment
closest to the house.
Measure distance and relative direction to field.
c/Depth of field ft.
Soil interface raked.
Inspection portals at the end of each trench.
Proper distance to setbacks.
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
*
10
1
OEM
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MEMO
1■■i■■■■■■ESI i�ROMENEMESES
s�■■��■
I�l71
NOMINEES
■■■■■i�t■■■�■i■i■■■M■M■■
1482-95 Tax Parcel #1941-333-01-004
JOB Lot 7, Bellyache II 1✓��L
5804 Bellyache Rd., Wolcott
JOB NO.
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
j1 z —�lS -
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2�Dd -
`��.Cp`-� Can
OTAL SELLING PRICE
'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 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471
�. - _
JOB FOLDER
JOB FOLDER
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Printed in U.S.A.
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-021822-2021
Permit Type: OWTS Permit
Work Classification: Minor Repair
Permit Status: Active
Issue Date: 7/6/2021 Expires: 11/3/2021
On-Site Wastewater
Treatement System
Project Address Parcel Number
6657 BELLYACHE RIDGE RD, WOLCOTT AREA,194133301004
Owner Information Address
John Murray Phone:
Cell:
Email:
Inspections:
For Inspections Call: (970)
328-8755
Engineer Phone Email
LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com
Contractor License Number Phone Email
Blue Monster Service bluemonsterservice@gmai
l.com
(970) 390-1898
Permitted Construction / Details:
Complete replacement of the original system, permit 1482-95, as depicted in the LKP Engineering design, stamped,
signed , and dated July 20,2021, by Luiza Petrovska. The new system is designed to serve the existing 5 bedroom
residence. The chambers in the soil treatment area were observed full of soil during a site visit on July 16th upon
inspection of the permitted tank replacement was observed completed on July 15th, as depicted in the LKP
Engineering Inc design dated June 24, 2021. The failed tank was completely removed in conformance with ECPHA
OWTS Regulation 43.9.C.
The replacement system consists of the new 1,500 gallon two compartment Roth Poly septic tank with effluent filter
in the outlet tee, followed by a 500 gallon dosing tank, equipped with a Infiltrator PF500511 high head effluent pump
with floats set to deliver 90 gallons of effluent per dose to the soil treatment area (STA). The STA consists of an over
excavated bed with three feet of sand media with four pressurized pipes within 4 rows of 16 Quick4 Standard Plus
Infiltrator chambers, for a total of 64 chambers.
NOTE: Emergency use of the existing tank is permitted until the STA is replaced and inspected. The tank must be
capped and equipped with a high water alarm with floats set to 75% capacity.
Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior
to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections
necessary to certify the installation and assure the functionality of the system. System certification, along with
photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health
prior to the use of the system.
THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS
OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
Issued by: Environmental Health Department, Eagle County, CO
Claire Lewandowski
Date
July 06, 2021
CONDITIONS
1.
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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
4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS,
ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED
Wednesday, July 21, 2021 1
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-021822-2021
Permit Type: OWTS Permit
Work Classification: Minor Repair
Permit Status: Active
Issue Date: 7/6/2021 Expires: 11/3/2021
On-Site Wastewater
Treatement System
Project Address Parcel Number
6657 BELLYACHE RIDGE RD, WOLCOTT AREA,194133301004
Owner Information Address
John Murray Phone:
Cell:
Email:
Inspections:
For Inspections Call: (970)
328-8755
Engineer Phone Email
LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com
Contractor License Number Phone Email
Calzadillas Landscaping calzadillaslandscape@hot
mail.com
(970) 653-0358OWTSPL-000156-20
21
Permitted Construction / Details:
Complete replacement of the original system, permit 1482-95, as depicted in the LKP Engineering design, stamped,
signed , and dated July 20,2021, by Luiza Petrovska. The new system is designed to serve the existing 5 bedroom
residence. The chambers in the soil treatment area were observed full of soil during a site visit on July 16th upon
inspection of the permitted tank replacement was observed completed on July 15th, as depicted in the LKP
Engineering Inc design dated June 24, 2021. The failed tank was completely removed in conformance with ECPHA
OWTS Regulation 43.9.C.
The replacement system consists of the new 1,500 gallon two compartment Roth Poly septic tank with effluent filter
in the outlet tee, followed by a 500 gallon dosing tank, equipped with a Infiltrator PF500511 high head effluent pump
with floats set to deliver 90 gallons of effluent per dose to the soil treatment area (STA). The STA consists of an over
excavated bed with three feet of sand media with four pressurized pipes within 4 rows of 16 Quick4 Standard Plus
Infiltrator chambers, for a total of 64 chambers.
NOTE: Emergency use of the existing tank is permitted until the STA is replaced and inspected. The tank must be
capped and equipped with a high water alarm with floats set to 75% capacity.
Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior
to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections
necessary to certify the installation and assure the functionality of the system. System certification, along with
photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health
prior to the use of the system.
THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS
OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
Issued by: Environmental Health Department, Eagle County, CO
Claire Lewandowski
Date
July 06, 2021
CONDITIONS
1.
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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
4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS,
ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED
Thursday, September 2, 2021 1
INSPECTION WORKSHEET (INSP-511022-2021)
FOR EAGLE COUNTY GOVERNMENT
OWTS-021822-2021Case Number:Case Module:Permit Management
11/03/2021 ApprovedInspection Status:Inspection Date:
OWTS Final InspectionInspection Type:Inspector:
Job Address:Parcel Number:6657 Bellyache Ridge Rd
Wolcott Area, CO
194133301004
Company Name NameContact Type
Contractor Calzadillas Landscaping Jorge Calzadillas
Engineer LKP Engineering, Inc.Luiza Petrovska, PE
Owner Eagle Park LLC John Murray
CommentsPassedChecklist Item
True A 500-gallon, one compartment, top seam, precast, concrete,
septic tank by Valley Precast with an Orenco PF500511 high-head
pump assembly was used.
Septic Tank - Septic Tank
True Received 11/3/2021 from LKP.Record Drawing - Record Drawing
True Received 11/3/2021 from LKP.Record Photos - Record Photos
True Received 6/29/2021 from LKP.Site and Soil - Site & Soil
True Received 11/3/2021 from LKP.Final Certification Letter - Final Certification Letter
True Received 6/29/2021 from LKP.General Plan - General Plan
True The soil treatment area consisted of infiltrator chambers arranged
in a bed with four rows of thirteen (13) ARC 36 (34”x60”) infiltrator
chambers.
Soil Treatment Area (STA) - Soil Treatment Area (STA)
True Calzadillas Landscaping was the licensed installer.Identification of Systems Contractor - Identification of
Systems Contractor
November 03, 2021 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179
P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307
October 28, 2021
Jorge Calzadillas
Calzadillas Landscaping, LLC
19635 Highway 131
Bond, CO 80423
calzadillaslandscape@hotmail.com
RE: Inspection of Septic System Installation
Schneider Residence – 5 Bedroom
Lot 7, Bellyache II Subdivision
6657 Bellyache Ridge Road
Eagle County, Colorado, Old Septic Permit 1482-95
Re-issued Permit OWTS-021822-2021
Project No. 21-3552
Dear Jorge:
At your request on October 7, 2021, twice, we visited the Schneider Property on Lot 7, Bellyache II
Subdivision at 6657 Bellyache Ridge Road, Eagle County, Colorado, Eagle County, Colorado. The purpose of
our site visits was to inspect the installation of the new pump tank and the new Soil Treatment Area (STA) for
the replacement of the old system. Previously, on July 15, 2021, at the request from Jose Gonzales, Blue
Monster Services, LLC, we also visited the site for the inspection of the newly installed septic tank for the
replacement of the old, failed septic tank. The old tank was completely removed (taken to the Eagle County
Landfill) in conformance with ECPHA OWTS Regulation 43.9C.
The remainder of the system was installed in overall compliance with the septic system design,
Drawing No. 21-3552OWTS.dwg, dated July 20, 2021. At the time of the inspections, we observed the
following:
They installed new, 500-gallons, one compartment, top seam, precast, concrete, septic tank by Valley
Precast with an Orenco PF500511 high-head pump assembly. The control panel for the pump was inside a
shed, attached to the back of the garage (as shown on the attached as-built sketch). The new septic tank and the
pump tank were connected with 4-inch diameter SDR35 pvc pipe. The pump tank access port had 2-ft high,
corrugated, plastic riser with secured, green, plastic cover. The tank cover was secured with nuts, bolts and
screws.
The effluent line from the pump chamber to the end manifold was 1.5-inch diameter, sch40 pvc. The
soil treatment area consisted of infiltrator chambers arranged in a bed with four rows of thirteen (13) ARC 36
(34”x60”) infiltrator chambers. The infiltrator chambers had been substituted, due to supply shortage of the
chambers recommended on the design drawing. Three feet of the onsite soil were overexcavated from the
bottom of the STA and replaced with three feet of secondary sand media (the graph is attached to this report).
Pressure dosing system consisting of 65-ft, 1.25-inch sch40 laterals perforated at the top with 1/8-inch holes at
4-ft intervals, suspended from top of the infiltrator chambers. The ends of the laterals were equipped with
flushing assemblies. A squirt test was performed during the inspection. All inspection ports were installed (in
the cut out at the middle, end of each chamber).
There is no other warranty either expressed or implied.
Sincerely,
LKP Engineering, Inc.
Luiza Petrovska, PE
cc: Eagle County Environmental Health Department
E-mail: claire.lewandowski@eaglecounty.us, environment@eaglecounty.us
J:\_WP X4-LKP\_2021\20-3552OSIARC36BED-3FTSAND-PRESSUREREPLACE.DOCX
кйͿлсͿлйлк
GRADATION ANALYSIS TESTLABORATORY TEST REPORT DATALaboratoryClient:Location / Plant:Sample / Product:Sample Date:Lab Test Date:Job Number:SIEVESIEVE OPENING IN MILLIMETERSPERCENT PASSING THRU SIEVE3"751.537.53/4"193/8"9.5 100.0No. 44.75 99.0No. 82.36 83.0No. 161.18 66.0No. 300.6 43.0No. 500.3 19.0No. 1000.15 4.0No. 2000.075 2.2GRADATION RESULTS COMPARED TO PREFERRED AND SECONDARY SAND FILTER SPECIFICATIONSValue UnitsPreferred Sand ValuePass / Fail Preferred SandSecondary Sand ValuePass / Fail Secondary Sand1.03 millimeters0.210 millimeters 0.25 to 0.60FAIL0.15 to 0.60 PASS4.90 unitless ratio < or = 4.0FAIL< or = 7.0 PASS2.2 millimeters < or = 3 PASS < or = 3 PASSEffective Size - D10 - Diameter that 10 percent of the sample is finer than.ENTER INFORMATION IN BLUE CELLS102_01202-Eagle14111-Gypsum 1/4" Concrete Sand9-06-2020 to 10-06-2020Uniformity Coefficient (D60 / D10)Percent passing thru #200 SieveParameterD60 - Diameter that 60 percent of the sample is finer than.01020304050607080901000.01 0.1 1 10 100Percent Passing SieveDiameter of Particle in MillimetersPlot of Gradation Analysis3"1.5"3/4"3/8"#4#8#30#50#100#200#16J:\OWTS\21-3552-United9-06-2020 to 10-06-2020Sand Gradation Analysis Spreadsheet
6/24/2021
TIE INTO THE EXISTING BUILDING SEWER
LINE
THE LOCATION SHOWN IS ASSUMED AND IT
MUST BE VERIFIED DURING CONSTRUCTION
EXCAVATE THE BUILDING SEWER LINE TO THE
EDGE OF THE PATIO AND CONSTRUCT A CLEANOUT
JUST OUTSIDE OF THE CONCRETE PATIO
TIE THE NEW EFFLUENT LINE FROM THE
NEW SEPTIC TANK TO THE FIRST ROW
OF INFILTRATORS
THE LOCATION OF THE EXISTING
SEPTIC TANK COVERS AND TO
THE NEAREST INSPECTION PORT
FOUND NEAREST
INSPECTION PORT
THE BUILDING FOOTPRINT WAS
COPIED FROM THE EAGLE
COUNTY ASSESSORS WEBSITE
NOTE:
THE ABOVE SKETCH IS FOR PRESENTATION PURPOSES ONLY.
IT IS NOT BASED ON A SURVEY AND EVERYTHING MUST BE FIELD VERIFIED
EXISTING RESIDENCE
WITH 5-BEDROOMS
EXISTING 1000 GALLONS, PLASTIC
SEPTIC TANK TO BE ABANDONED
ACCORDING TO THE OWTS #43.9 .C REGS PROPOSED, NEW,
TWO-COMPARTMENTS ROTH
MultiTank® RMT-1500 SEPTIC TANK
OLD ISDS PERMIT #1482-95
PROJECT NO.:
SCALE:
DRAWING NO.:
NOTE: THE LOCATION OF THE SEPTIC TANK IS APPROXIMATE. IT IS NOT BASED ON A SURVEY.
THE BUILDING SKETCH IS FROM THE EAGLE COUNTY GIS TO BE USED ONLY AS ROUGH PRESENTATION OF TE LOCATION
LOT 7, BELLYACHE II SUBDIVISION
6657 BELLYACHE RIDGE ROAD
WOLCOTT
EAGLE COUNTY, COLORADO
21-3527
~ 1" = 20'
1
NEW SEPTIC
TANK LOCATION
APPROXIMATE
LOCATION OF
EXISTING WELL
B
E
L
L
Y
A
C
H
E
R
I
D
G
E
R
O
A
D
6657
6903
6479
6554
6306
PROJECT NO.:
SCALE:
DRAWING NO.:
~ 1" = 400'
2
LOT 7, BELLYACHE II SUBDIVISION
6657 BELLYACHE RIDGE ROAD
WOLCOTT
EAGLE COUNTY, COLORADO
21-3527
N.T.S.
3
LOT 7, BELLYACHE II SUBDIVISION
6657 BELLYACHE RIDGE ROAD
WOLCOTT
EAGLE COUNTY, COLORADO
21-3527
P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com
July 20, 2021
Jose Gonzales
Blue Monster Service, LLC
P.O. Box 407
Gypsum, CO 81637
bluemonsterservice@gmail.com
970-620-1631
RE: Soil and Site Evaluation
OWTS – 5 Bedroom Residence
Eagle Park LLC, c/o John E. Murray
Lot 7, Bellyache II Subdivision
6657 Bellyache Ridge Road, Wolcott
Eagle County, Colorado, Old Septic Permit 1482
Project No. 21-3527
Dear Jose,
On July 15 and 16, 2021, we visited the Murray property on Lot 7, Bellyache II
Subdivision, at 6657 Bellyache Ridge Road, Wolcott, Eagle County, Colorado. The purpose of
our site visit was to select an area on the property for the replacement Soil Treatment Area.
During the site visit on July 15, 2021 for the inspection of the installation of the new
septic tank, we observed that the infiltrator chamber where the new effluent line was connected,
was full of dirt to the top of the chamber and the inspection port could not be installed. During
the site visit on July 16, 2021, you excavated two profile holes for the new soil treatment area.
The new STA was located to the north of the old STA and NW from the septic tank.
The OWTS is for an existing 5-bedroom residence, and it will consist of new septic tank
that was installed on July 15, 202, consisting of two-compartments, Roth MultiTank® RMT-
1500 septic tank with an effluent filter in the second compartment, and a proposed second tank
consisting of IM-540 Infiltrator Poly Tank - 1CP With High Head Orenco Pump Assembly, and
the Soil Treatment Area will consist of 64 Quick 4 Plus, Standard Infiltrator Chambers in a bed
configuration with a 3-foot sand filter and pressure dosing.
The site plan or a topographical survey were not available. We purchased topographical
data from the Eagle County GIS Department for the presentation of the OWTS on the site.
Directions to the site from I-70 eastbound exit in Wolcott are as follows: Head southwest
on Bellyache Ridge Road for 6.2 mi to the gate and another mile from the gate to the site on the
west side of the road. The site is also about 230 feet south from the cul-de-sac at the end of
Bellyache Ridge Road.
! Preliminary Investigation
G Address: 6657 Bellyache Ridge Road, Wolcott, CO 81655.
G Legal Description: Lot 7, Bellyache Ridge Subdivision II, Eagle County,
Colorado.
G Existing Structures: There was an existing residence on the lot.
G Location of existing and proposed wells on property: The wells was along
the driveway and about 150 feet east of the residence.
6657 Bellyache Ridge Road, Wolcott
July 20, 2021
Page 2 of 4
Project 21-3527
P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com
G ECEHD (Eagle County Environmental Health Department) records: Data
from the old septic system, ISDS permit number 1482, was provided by
email.
G Topography: The topography of the leachfield site is moderate with an
average slope of about 15 percent. Drainage is to the northwest.
G Soil Data: The profile holes were observed on July 16, 2021. The soil
exposed in the profile holes was as follows:
Profile Hole #1
0 to 3.0 feet topsoil
3.0 to 5 reddish-brown, Sandy Clay
Loam over weathered siltstone and
sandstone bedrock, with angular,
flat, rock fragments
No ground water encountered
Profile Hole No. 2
0 to 1.3 feet topsoil
1.3 to 3.5 reddish-brown, Sandy Clay
Loam over weathered siltstone and
sandstone bedrock, with angular,
flat, rock fragments
No ground water encountered
A soil sample taken from Profile Hole # 1 at 48-inches was classified as
Type 3, LTAR = 0.35 gpd/sf with >35% Rock (>2mm) Sandy Clay Loam
Recommended: Due to the weathered bedrock with consistency of sandy
gravelly soil, encountered in both, Profile Holes, STA in a bed
configuration with 4 rows of 16 infiltrators in each, over 3 feet of unlined
sand filter and with pressure distribution will be used.
G Location of applicable setbacks in Table 7-1
! Reconnaissance
G Landscape position: The proposed STA will be located in the Back/Side
Slope Slope Position south from the proposed residence (down gradient)
G Topography: The topography of the proposed leachfield site is moderate.
The rows of infiltrators in the bed will run along the contours.
G Vegetation: The vegetation within the proposed leachfield site consisted of
6657 Bellyache Ridge Road, Wolcott
July 20, 2021
Page 3 of 4
Project 21-3527
P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com
aspen forest with thick underbrush. The site surrounding the leachfield
was similar.
G Natural and cultural features: The property is located within the Bellyache
Ridge Subdivision II, a residential subdivision in a gated community, with
large parcels of land of 35 to 40acres, above US Highway 6, I-70, and
Eagle River, in Wolcott, Eagle County, Colorado.
G Current and historic land use: The current use is residential. Prior use was
ranching.
! Detailed Soil Investigation
G Visual and tactile evaluation of two or more soil profile test pit
excavation; Two profile holes were dug, observed and logged and visual
and tactile evaluation test was done.
G Percolation tests plus one or more soil profile holes or one or more profile
test pit excavations: Two profile holes were observed and logged on July
16, 2021.
! Report and Site Plan
G Name, address, telephone number, email address, and credentials and
qualification of individual who conducted site evaluation: This site
evaluation was completed by Luiza Petrovska, PE, of LKP Engineering,
Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle,
Colorado. The phone number is 970-390-0307 and Luiza=s email is
luiza@lkpeng.com
G Dates of preliminary and detailed evaluation: July 16, 2021.
G A graphic soil log, to scale: Attached
G Setback distances in Table 7-1:
G Main House
Well Potable
water
Structure
with
basement
Structure
w/o
basement
PL Lake
Surface
Water
Intermittent
Irrigation
lateral
(old)
Septic
Tank
Tank ~250’+/- - 37’+/- n/a >100’SPL n/a n/a -
STA ~250’+/- - 115’+/- n/a >100’SPL n/a n/a ~65’
G
Setback distances in Table 7-2: Items 1-3, observed. Distance to bedrock
will be met for 3 feet with treatment level one and pressure dosing. No
ground water encountered.
G A drawing (to scale) with complete property boundary lines on minimum
of 8.5 x 11"
# Label profile test pits/holes
# North Arrow
6657 Bellyache Ridge Road, Wolcott
July 20, 2021
Page 4 of 4
Project 21-3527
P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com
# Graphic scale
# Horizontal and vertical reference points of proposed STA
# Contours OR slope direction and % slope
# Location of any visible or known unsuitable, disturbed, or
compacted soils
# The proposed elevation of the infiltrative surface of the STA from
benchmark or ground surface
G Anticipated construction related issues: none
G Assessment of known or foreseeable land use changes expected to affect
the system performance: None known.
G Narrative explaining difficulties encountered during site evaluation:
none
The graphic soil log is appended to this report.
LKP Engineering, Inc.
Luiza Petrovska, PE
Enclosure
J:\_WP X4-LKP\_2021\21-3527SOIL-SITE-EVAL-BED-PRESS-SAND.DOCX
7/20/2021
Pump Selection for a Pressurized System - Single Family Residence Project
21-3527-Murray Residence / 6657 Bellyache Ridge Road
Parameters
Discharge Assembly Size
Transport Length
Transport Pipe Class
Transport Line Size
Distributing Valve Model
Max Elevation Lift
Manifold Length
Manifold Pipe Class
Manifold Pipe Size
Number of Laterals per Cell
Lateral Length
Lateral Pipe Class
Lateral Pipe Size
Orifice Size
Orifice Spacing
Residual Head
Flow Meter
'Add-on' Friction Losses
2.00
78
40
2.00
None
5
8.5
40
1.25
4
64
40
1.25
1/8
4
5
None
0
inches
feet
inches
feet
feet
inches
feet
inches
inches
feet
feet
inches
feet
Calculations
Minimum Flow Rate per Orifice
Number of Orifices per Zone
Total Flow Rate per Zone
Number of Laterals per Zone
% Flow Differential 1st/Last Orifice
Transport Velocity
0.43
68
29.6
4
1.8
2.8
gpm
gpm
%
fps
Frictional Head Losses
Loss through Discharge
Loss in Transport
Loss through Valve
Loss in Manifold
Loss in Laterals
Loss through Flowmeter
'Add-on' Friction Losses
1.7
1.2
0.0
0.3
0.2
0.0
0.0
feet
feet
feet
feet
feet
feet
feet
Pipe Volumes
Vol of Transport Line
Vol of Manifold
Vol of Laterals per Zone
Total Volume
13.6
0.7
19.9
34.1
gals
gals
gals
gals
Minimum Pump Requirements
Design Flow Rate
Total Dynamic Head
29.6
13.4
gpm
feet
0 1020304050607080
0
20
40
60
80
100
120
140
160
Net Discharge (gpm)
PumpData
PF5005 High Head Effluent Pump
50 GPM, 1/2HP
115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz
Legend
System Curve:
Pump Curve:
Pump Optimal Range:
Operating Point:
Design Point:
THE ARC 36 CHAMBER BY INFILTRATOR
Leaching chambers are rapidly becoming the product of choice for leachfield applications
over conventional pipe and gravel systems. Their lightweight construction offers lower
installed costs and less intrusive installations.
ENGINEERED FOR OPTIMAL PERFORMANCE
The Arc 36 septic leaching chamber is a sturdy, lightweight plastic unit that combines maximized infiltrative surface area and storage capacity with an improved structural design to handle most any conventional leachfield system challenge without sacrificing performance.
FEATURES & BENEFITS:
• Injection-molded from from polyolefin for lightweight and sturdy design.
• 20-degree integral articulating joint that is ideal for either straight or contoured septic leachfield applications.
• Corrugated chamber design eliminates flat surfaces and provides increased load bearing capability in the trench.
• Designed to accommodate both gravity-fed and pressure-dosed systems.
• “Lock and Drop” joint provides a more positive connection during installation and backfill.
• A universal inlet/outlet endcap.
• Inspection vent ports on every unit with easy-to-remove knockouts for maximum job site flexibility.
• Convenient five-foot lengths are easy to handle.
• Quickly installed by one person into three-foot wide trench or bed applications.
• Increased plumbing option with Side Port Coupler component which snaps in place to allow side entry at any joint throughout trench line.
• Diamond plate texture increases slip resistance and enhances ease of installation.
Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 Arc 36Arc 36
CHAMBER REQUIREMENTS
Chamber shall meet the load rating of H-10 (16,000 lb per axle) with a minimum of 12 inches of cover when tested in accordance with IAPMO PS 63 and installed in accordance with manufacturers installation procedures.
CHAMBER CONNECTION
Each chamber shall interlock with an integral articulating joint. Articulating joints shall have a free range of horizontal rotation of 20 degrees, with a maximum of 10 degrees in either direction. Articulating joint shall be constructed by placing the dome with engaging knuckle of the incoming chamber over the post end of the previously installed chamber, with final engagement occurring when the lower base flanges of the incoming chamber under-lap the raised base flanges of the previously installed chamber.
THE ARC 36 CHAMBER BY INFILTRATOR
7"
INVERT
Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436
4 Business Park Road
P.O. Box 768
Old Saybrook, CT 06475
860-577-7000 • Fax 860-577-7001
1-800-221-4436
www.infiltratorwater.com
U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies.
PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc.
© 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.ARC004 0713ISI
Arc 36 CHAMBER
Length (A)63”
Repeat Length (E)60”
Sidewall Height (B)10.75”
Overall Height (C)13”
Overall Width (D)34”
Weight 17 lbs
Total Bottom Area 12.27 sq ft
Capacity 8.4 cu ft (63 gal)
C
D
B
POST END WITH
RECEIVING AREA
E
A
DOME
END WITH
“KNUCKLE”
Diamond Plate Texture
“Lock and Drop”
PROFILE HOLE #10 TO 3.0 FEET TOPSOIL3.0 TO 5 REDDISH-BROWN, SANDY CLAYLOAM OVER WEATHERED SILTSTONEAND SANDSTONE BEDROCK, WITHANGULAR, FLAT, ROCK FRAGMENTSNO GROUND WATER ENCOUNTEREDDESIGN CALCULATIONSDESIGN LONG TERM ACCEPTANCE RATE RATE = 0.8 GPD/SFNUMBER OF BEDROOMS: 5MAXIMUM DAILY FLOW = QMAXQmax = 3 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY + 2 BEDROOM AT 75 GPDQMAX = 600 GPDSEPTIC TANKV = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOMINSTALLED (JULY 15, 2021), NEW TWO-COMPARTMENTS ROTH MultiTank® RMT-1500 SEPTIC TANK WITH ANEFFLUENT FILTER IN THE SECOND COMPARTMENT. AFTER THE SEPTIC TANK INSPECTION IT WAS OBSERVEDTHAT THE SOIL TREATMENT AREA HAS FAILED AS WELL AND FOR THE PRESSURE DOSING SYSTEM, AN IM-540INFILTRATOR POLY TANK - 1CP WITH HIGH HEAD ORENCO PUMP ASSEMBLY IS RECOMMENDED.ANY SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER.ABSORPTION AREABASED ON APPLICATION RATE:A = 600GPD/0.8GPD/S.F.A = 750S.F.QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A BED CONFIGURATION CONSTRUCTED OVER 3FEET OF AN UNLINED SAND FILTERSURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.USE 64 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN BED AS SHOWN ON THE PLAN.NOTES:1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO ORABOVE FINAL GRADE.4. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTSOR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS.5.THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TO SCHEDULINGAN INSPECTION.6. THE BED WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR.7. EXCAVATE TWELVE (12) FEET WIDE BED8. THE BOTTOM AND THE SIDEWALLS OF THE BED SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING.8. THE BED WILL BE EXCAVATED ADDITIONAL THREE FEET BELOW THE PROPOSED BOTTOM OF THEINFILTRATOR CHAMBERS FOR THE SAND FILTER PLACEMENT.9.THE CLASSIFICATION OF THE SAND TO BE USED IN THE BED OF THE SOIL TREATMENT AREA (STA) MUSTBE LESS THAN 30 DAYS OLD AND SUBMITTED TO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT.10. MARK A LINE ON THE BED EXCAVATION WALLS AT THE 36-FOOT DEPTH FROM THE BOTTOM WITH SPRAYPAINT BEFORE THE SAND PLACEMENT11. TEXT OR EMAIL A PICTURE TO THE ENGINEER OF THE EXCAVATED BED BEFORE SAND PLACEMENT.12. PLACE THE SEND FILTER IN THE PREPARED BED TO THE MARKED DEPTH13. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE BED ACCORDING TO THE MANUFACTURERSRECOMMENDATIONS.14. INSTALL THE PERFORATED PRESSURE DISTRIBUTION LATERALS ACCORDING TO THE MANUFACTURERSRECOMMENDATIONS.15. SCHEDULE A SQUIRT TEST OF THE LATERALS16. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT.17. BACKFILL THE BED WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER.18. THE FINAL GRADING OVERT THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOILTREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.19. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.20. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .21.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTY ENVIRONMENTAL HEALTHDEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF 48-HOURS PRIOR TO BACKFILLING ANY PART OFTHE SYSTEM TO SCHEDULE AN INSPECTION.PROFILE HOLE NO. 20 TO 1.3 FEET TOPSOIL1.3 TO 3.5 REDDISH-BROWN, SANDY CLAYLOAM OVER WEATHERED SILTSTONE ANDSANDSTONE BEDROCK, WITH ANGULAR,FLAT, ROCK FRAGMENTSNO GROUND WATER ENCOUNTEREDRECOMMENDED: PRESSURE DISTRIBUTION, WITH 3 FEET OF UNLINED SAND FILTERFROM PROFILE #1 - SAMPLE AT 4 FEET, RIBBON 1"-2", TYPE 3 SOIL, >35%ROCK>2MM LOAM - LTAR = 0.35 GPD/SF NEW, TWO-COMPARTMENTS ROTH MultiTank®RMT-1500 SEPTIC TANK WITH AN EFFLUENTFILTER IN THE SECOND COMPARTMENT(INSTALLED 7/15/2021)PROF - 2PROF - 1INVin= MINUS 11'END CAP (TYP)FLUSHINGASSEMBLY (TYPICAL)DRILL ONE 1/4-INCH HOLE AT THE INVERT OFTHE FAR END OF EACH LATERAL FOR DRAININGOF THE REMAINING EFFLUENT FROM THE PIPEBETWEEN DOSING AND PLACE A ROCK UNDERIT TO PREVENT EROSION (TYPICAL)STA BED WITH FOURROWS OF 16 INFILTRATORCHAMBERS EACHQUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)INSPECTION PORT (TYPICAL) IN THE FIRSTAND LAST INFILTRATOR CHAMBER OF EACHROW, INSTALLED IN THE OPENING OF THECAP OPPOSITE OF THE PRESSURE LINE~64 FEET OF 1.25-INCH SCH40 PVCLATERAL, PERFORATED WITH 1/8-INCHHOLES AT 4-FOOT INTERVALS AT THETOP OF THE PIPE (TYPICAL)~ 8.5' END MANIFOLD,1.25 INCH DIAMETERSCH40 PVC64.0'ABOUT 78 FEET OF 1.5 INCH SCH40PVC TRANSPORT (EFFLUENT LINE)ASSUMEDELEVATIONAT INVin=100' IM-540 INFILTRATORPOLY TANK - 1CP WITHHIGH HEAD ORENCOPUMP ASSEMBLYRIM EL= +2' 7"REMOVETHE NEWLY INSTALLED4" DIAM SCH40PVC EFFLUENTLINE AND INSTALL THE 1.5" DIAMSCH40PVC EFFLUENT LINE FORTHE PRESSURE DOSING876087508740EL= +0'1"RIM EL = +2'FIVE FEET DEEP EXCAVATION WITH3 FEET OF SAND FILTER UNDERTHE INFILTRATOR CHAMBERSFIRST INFILTRATOR CHAMBER OF THEFIRST ROW OF THE OLD LEACHFIELD - THEOLD LEACHFIELD IS TO BE ABANDONED~41' BUILDING SEWERLINE, 4" DIAM SDR35 PVCDISCLAIMER:THE TOPOGRAPHICAL SURVEY IS FOR GENERAL ORIENTATION ONLY.THE CONTOUR DATA WITH AND OVERLAY OF THE PROPERTY LINESAND BUILDINGS WAS PURCHASED FROM THE EAGLE COUNTY GISDEPARTMENT AND IT IS NOT TO BE CONSIDERED ACCURATE. IT ISNOT ON THE GROUND SURVEY AND THERE ARE NO BENCHMARKSFOR A REFERENCE.APPROXIMATELOCATION OFEXISTINGSTRUCTUREEXISTINGCLEANOUT (UNDERTHE CORNER LOG12.3'19.3'9.3'43.2'41.3'APPROXIMATE WELLLOCATION (BY VISUALOBSERVATION - NOTSURVEYED)NEW OWTSLOCATIONAPPROXIMATELOCATION OFEXISTING WELLBELLYACHE RIDGE ROAD66576903647965546306INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATION(NOT TO SCALE)PRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEWSIDE VIEWEND VIEWQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORTEXISTING5-BEDROOMRESIDENCEINVin=+0'2"OWTS X-SECTION SKETCHN.T.SEL=+2'7"EXISTING CLEANOUT(UNDER THE LOG)IM-540 INFILTRATORPOLY TANK - 1CP WITHHIGH HEAD PUMPEL+2'EFFLUENTFILTERSAND FILTERPRIMARY ORSECONDARYPRESSUREDISTRIBUTIONLINES12-FT-9'6"~-11'6"-14'6"3'INVout=?~16' BUILDING SEWERLINE, 4" DIAM SCH40 PVCASSUMEDINVout=100'ABOUT 78 FEET OF 1.5-INCHSCH40 PVC TRANSPORT(EFFLUENT LINE)7/15/2021-INSTALLED NEW,TWO-COMPARTMENTS ROTHMultiTank® RMT-1500SEPTIC TANKVENT CAPOPEN BOTTOMVENT CAPINSPECTION PORT4-INCH DIAMETERSDR35 WITHPERFORATIONS ONTHE BOTTOM 8-INCHES2'12"+ATTACH TOINFILTRATORWITH A RING ORSCREWSINSPECTION PORTN.T.S.FINISHEDGRADEOPEN BOTTOMPRESSURE DISTRIBUTIONLATERAL (TYP.)SQUIRT TEST OF THE RESIDUAL HEAD OF THE STA BEDLATERALSREMOVE THE END CAPS OF THE FLUSHING ASSEMBLY IN ORDERTO FLUSH THE LATERALS CLEAN FROM ANY DRILLING DEBRIS ORDIRT. DO NOT INSTALL THE LAST INFILTRATOR CHAMBER SOTHAT THE PERFORATIONS ON THE LATERALS ARE OPEN INORDER TO RUN THE SQUIRT TEST FOR THE MEASUREMENT OFTHE 5-FT RESIDUAL HEAD (+/-10%). THE PREPARATIONS FOR THESQUIRT TEST MUST BE READY FOR THE TEST TO BE DONEDURING THE FINAL INSPECTION.AFTER THE TEST, INSTALL THE LAST CHAMBER ON ALL ROWS.PUMP SELECTIONA DISCHARGE PUMP CAPABLE OF DELIVERING 29.6 GPMAGAINST 13.4 FEET OF TOTAL DYNAMIC HEAD WILL BE USED. THEELEVATIONS BETWEEN THE PUMP INVERT AND THE INVERT OF THEDISTRIBUTION VALVE SHOULD BE FIELD VERIFIED AND REPORTEDBACK TO THE ENGINEER.FOR THE DISCHARGE PUMP USE ORENCO, PF500511 HIGHHEAD EFFLUENT PUMP. THE PUMP DOSING WILL BE ON DEMANDWITH 90 GALLONS PER DOSE.INFILTRATOR SYSTEMS INC.QUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEW(NOT TO SCALE)NATIVE BACKFILLTOPSOIL3'SAND FILTERPRIMARY ORSECONDARYPRESSUREDISTRIBUTIONLINES4-FT MAX.ESTABLISH VEGETATIVE COVER12-FTSAND FILL PLACEMENTPLACE THE SAND FILL MATERIAL IN THE EXCAVATED BED.THE FILTERING MATERIAL USED IN A SAND FILTER MUST BE CLEAN, COARSESAND, CLASSIFIED AS PRIMARY SAND OR SECONDARY SAND. THE ABOVEDESIGN WAS PREPARED BASED ON SECONDARY SAND.THE CLASSIFICATION OF THE SAND TO BE USED IN THE BED OF THE SOILTREATMENT AREA (STA) MUST BE LESS THAN 30 DAYS OLD AND SUBMITTEDTO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT.~55(EFFECTIVE LENGTH)SIDE VIEWValve BoxBall ValveSweeping EllFLUSHING ASSEMBLYN.T.S.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.C-121-3527JULY 20, 202121-3527OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMMAJOR REPAIRP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comMURRAY RESIDENCEMAP~1"=1000'LOT 7, BELLYACHE RIDGE II6657 BELLYACHE RIDGE ROADWOLCOTTEAGLE COUNTY, COLORADO7/20/2021
11/3/21, 10:50 AM IMG_0886EffluentFilter.jpg
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11/3/21, 10:50 AM IMG_6102Cleanout.JPG
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