HomeMy WebLinkAbout21700 Hwy 6 - 193924401007INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 145-92
Please call for final inspection before covering any portion of installed system.
OWNER: Ron Brown PHONE: 476-2532
MAILING ADDRESS: P.O. BOX 1064, Vail, CO 81658
,mFm- Tax Parcel# 1939-244-01-007 PHONE:
SYSTEMLOCATION: 217ONighway 6, Lot 7, Red Mnt. Ranch Subdivision, Filing 4
(Lot 7, Canyonwoods)
LICENSED INSTALLER: Hynoon Excavation and Cable, Inc. , Ron Heinan LICENSE NO. 35-95
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 562.5 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 562.5 SF of absorption trenches using 15 :r InfiI trato
units in two trenches through serial distribution as requested Install inspection
ports at the end of e4ch JeTanch an do not back -fill unti 1 final inspection is com le
ENVIRONMENTAL HEALTH OFFICER: DATE:
CONDITIONS:
1, ALL STA11 4 S MUST CO LY 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 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. SECTION Ill, 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: 562 • 5 SQUARE FEET.
INSTALLED SEPTIC TANK: 1000 GALLONS 280ON DEGREES 32 1 311 FEET from house
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND ASSEMBLY X YES NO
COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: DATE: August 4, 1995
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
IT
APPLICANTIAGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK* CASHIER:
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit
Building Permit 3
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 8125.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**%r**Yr�YY[*'it**************�r*ItYt*YrYcycicYtYCYc�r��k���Yc�yc�cyt�ycYt��:ir�YcYr��'t*����Yt��Yc�Yt�kYt le
PROPERTY OWNER: R.vf'- sv-,en
MAILING ADDRESS: P t7. S074 ±0 C 4-- V CA?. 41 "_T PHONE: 1A►32
APPLICANT/CONTACT PERSON: PHONE:
LICENSED SYSTEMS CONTRACTOR: f/( OZn� %:K C� (� UA Tl PHONE: - C("13 J
COMPANY/DBA: ��} (J �(`} ADDRESS:
PERMIT APPLICATION IS FOR: (Vj'NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: �;� YYkTr.�,'j �(c�}�- S ��VISr f=1LtNG--�} L-oT-
^
Tax Parcel Number: �g7,��. T,��c =p.f Lot Size:
Physical Address: I.oT �-- C �►.17a��,�.�S _(-24�v +twy 4-4
BUILDING TYPE: (Check applicable category)
W Residential/Single Family Number of Bedrooms ►
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
( well ( ) Spring ( ) surface
( ) Public Name of Supplier:
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date: ¢ 2q
YtYcYrYr*ycYCYc k*ylYrYc'k* kyc**YCYc7kYcytYC*ycY Y *YcYc**i kYcY Yci �7r c*v cYc ks YCYtk r***yc ktkYc k� Yci ycYCYr ***YrYt�k
AMOUNT PAID: �.�~ �� RECEIPT # : / �� DATE: ,�)'_�,
CHECK I �- CASHIER:
TIME LOG: TRAVEL: PERC: FINAL:
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
Date: July 24, 1995
TO: Hynoon Excavation and Cable, Inc.
FROM: Environmental Health Division
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
RE: Issuance of Individual Sewage Disposal System
Permit No. 1145-92 Tax Parcel #1939-244-01-007
Property Location: Red Mt. Ranch Subdivision,
Filing #4, Lot #7, Canyonwoods.
Enclosed is your ISDS Permit No. 1145-92 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. Engineer as builts must
be submitted for permit to be finalized and C.O. issued.
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
requiz::ements.
If you have any questions, please feel free to contact the
Environmental Health Division at 328-8755.
cc: files
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 32 8-87 30
EAGLE COUNTY, COLORADO
August 4, 1995
Ron Brown
P.O. Box 1064
Vail, CO 81658
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
RE: Final of ISDS Permit No. 1145-92 Parcel #1939-244-01-007.
Property located at: 21700 Hiway 6, Lot 7, Red Mt. Ranch
Subdivision.
Dear Mr. Brown,
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,
Janet Kohl
Environmental Health Department
ENCL: Information Brochure
Final ISDS Permit
enclosures
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ISDS PERMIT „/N'_5
PERCOLATION TEST
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LEGAL DESCRIPTION: Ca�L„
MAILING ADDRESS:
TYPE OF DWELLING: NUMBER OF BEDROOMS
TEST HOLES PRE-SOAKED: YES_ NO
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PERC RATE: a -le S MINIMUM SEPTIC TANK SIZE: /C)�J
MINIMUM LEACH FIELD SIZE: 30/ �f 2 v� 6r
COMMENTS:
2- Ace-
PERC TESL', DONE,,BY:
EnviroAenta
rev. 6/90ks
DATE:
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Ron Brown
& Associates, Inc.
P.O. Box 1064
Vail, Colorado 81658
303/476-2532
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Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone:(970)328-8755
Fax: (970)328-8788
EAGLE COUNTY
Project Address
21700 HWY 6
Owner Information Address
Ron Brown
CO
HPGEOTECH
Private Wastewater
System
Permit NO.OWTS-3-14-10305
Permit Type: OWTS Permit
Work Classification: Replace
Permit Status: Active
Issue Date: 3/20/2014 Expires: 7/18/2014
970-945-7988
Contractor(s) License Number Phone Primary Contractor
Shoup Land Development 11-14 376-3704 Jud Shoup
Parcel No.
193924401007
Phone: (970)328-1996
Cell:
Inspections:
For Inspections call: (970) 328-8755
Inspection IVR
Permitted Construction / Details:
Install the OWTS exactly as depicted on the HP Geotech design report dated March 13, 2014, stamped and
dated March 14, 2014 with the exception of shifting the tank location slightly to the north west to maintain
the 50' river setback.
System consists of a three chamber 1,250 Valley Precast tank with dosing chamber and 480 square feet of
absorption area credit via 48 pressure dosed Infiltrator Q4 chambers placed in three shallow trenches
with 16 chambers per trench. Effluent will be distributed alternately via an Orenco Automatic Distributing
Valve set level and placed at the high point of the system.
Vent holes drilled in the inspection portals above grade are not required and if present, must be protected
from fly entry by affixing 16 mesh screen or equivalent to cover the holes. The weep holes depicted at the
distal ends of each distribution lateral should have scour protection placed on the trench floor beneath
them.
Do not install in wet weather or if soil moisture content is not ideal for installation as the on -site soils will
easily compact and prohibit proper absorption. Contact the design engineer for inspections at critical
points as determined by the engineerand to perform as -built drawings required for final approval and use
of the new system.
Abandon the existing tank as recommended in the design and include documentation of proper
abandonment in the as -built certification report.
CONDITIONS
Customer Copy
1. THIS PERMIT 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
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, el seq., AS AMENDED
3. 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 BOTI
LEGAL ACTION AND REVOCATION OF THE PERMIT
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Ray Merry March 20, 2014
Issued by: Environmental Health Department, Eagle County, CO Date
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
EAGLE COUNTY
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PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM
OWTS PERMIT # S - . - 1030 S BUILDING PERMIT #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: FecItE c i4 Phone: 70 ) 308 -- 096,
Mailing Address: t email �l $TTc��C>1-1 lam,@ C'r-rh�J l�L►
Registered Professional Engineer: A.-P 66ur6CA Phone: q,x3) 915 08
Applicant or Contact Person:;���
Licensed Systems Contractor: Jyp Jilco 12 License #
Company / DBA:.ji"r2 li i0 fl�f a�M T Phone: �q-,o) 3_7(6— 3.7cx4-
Mailing Address: 1?(3. -FaK 4 Z-71 4gp5a✓1, & ATamail u�Sl r� % rt1A/c.� �olfl
Permit Application is for: New Installation Alteration Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description: LaT ✓1 -OC-o Oka Q11d lilaA-19
Tax Parcel Number: ; q A/00 - Lot Size: 1, (-X�3 Ace
Assessor's Link: www.eaglecounty.us/patie/
Physical Address:
Building Type:
"lct� NvvvJ [a t—iAr(,Lt Co
Residential /"Single Family
Residential / Multi Family
Number of Bedrooms:
Number of Bedrooms:
Commercial / Industrial'" Type of Use:
*These systems require design my a Registered Professional Engineer
Type of Water Supply: _,)C Private Well
If Public Name of Supplier:
Applicant Signature:
Office Use Only�r ;•�
Amount Paid: YS & C .. Rceipt #:
L b_O_ C- f
Spring Surface Public
#: (035-0 Date: %
a jJ
ISDS Final Inspection
Completeness Form
Tank
is tt gal. Tank Material
i/
Tank
j,
is located 3i, l3, ft. and S �Iv degrees
from �Z
Tank
is located ���� �� �/
ft. and degrees
(permanent landmark)
from
(permanent landmark)
Tank
set level. Tank lids within 8"
of finished grade.
Size
of field ft2 units
lineal ft.
Technology
E -ti/-L _ 1Y/S
Cleanout
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.
t/ Inlet and outlet is sealed with tar tape, rubber gasket
etc.
"ff Tank has two compartments with the larger compartment
closest to the house.
Measure distance and relati,ae direction to field.
Depth of field2/7 ` ft.
Soil interface raked.��-
Vf- 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
MEN
mom
mom
■
oI
PA,
1145-91 - Parcel # 1939-244-01-007, Lot 7, ( � %P�}�� '�J�%r"�ir�'�'� �► �1-•C'"'�"'/f.�r'�fi�,� /
Canyonwoods, Red Mnt. Ranch Sub. F4, Lot 7.
Ron Brown ,2 1 -70 D
JOB NO..
—"n -wuci uo eujm Nevv rNWANU t3USINE55 SERVICE, INC., GROTON, MASS. 01471
JOB FOLDER Printed in U.S.A.
Work Classification: ReplacePermit
CO
Address Owner Information
Permit Status: Active
Project Address
193924401007
Permit Type: OWTS Permit
Permit NO. OWTS-3-14-10305
Expires: 7/18/2014 Issue Date: 3/20/2014
Parcel No.
21700 HWY 6
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)328-1996
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
970-945-7988HP GEOTECH
Contractor(s)Phone Primary ContractorLicense Number
SHOUP LAND DEVELOPMENT INC (970)524-2389 Yes11-14
Ron Brown
Permitted Construction / Details:
Install the OWTS exactly as depicted on the HP Geotech design report dated March 13, 2014, stamped and
dated March 14, 2014 with the exception of shifting the tank location slightly to the north west to maintain
the 50' river setback.
System consists of a three chamber 1,250 Valley Precast tank with dosing chamber and 480 square feet of
absorption area credit via 48 pressure dosed Infiltrator Q4 chambers placed in three shallow trenches
with 16 chambers per trench. Effluent will be distributed alternately via an Orenco Automatic Distributing
Valve set level and placed at the high point of the system.
Vent holes drilled in the inspection portals above grade are not required and if present, must be protected
from fly entry by affixing 16 mesh screen or equivalent to cover the holes. The weep holes depicted at the
distal ends of each distribution lateral should have scour protection placed on the trench floor beneath
them.
Do not install in wet weather or if soil moisture content is not ideal for installation as the on-site soils will
easily compact and prohibit proper absorption. Contact the design engineer for inspections at critical
points as determined by the engineerand to perform as-built drawings required for final approval and use
of the new system.
Abandon the existing tank as recommended in the design and include documentation of proper
abandonment in the as-built certification report.
Issued by: Environmental Health Department, Eagle County, CO
March 24, 2014
Date
Customer Copy
Terri Vroman
CONDITIONS:
1. THIS PERMIT 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
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: ReplacePermit
CO
Address Owner Information
Permit Status: Active
Project Address
193924401007
Permit Type: OWTS Permit
Permit NO. OWTS-3-14-10305
Expires: 7/18/2014 Issue Date: 3/20/2014
Parcel No.
21700 HWY 6
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)328-1996
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
970-945-7988HP GEOTECH
Contractor(s)Phone Primary ContractorLicense Number
SHOUP LAND DEVELOPMENT INC (970)524-2389 Yes11-14
Ron Brown
Permitted Construction / Details:
Install the OWTS exactly as depicted on the HP Geotech design report dated March 13, 2014, stamped and
dated March 14, 2014 with the exception of shifting the tank location slightly to the north west to maintain
the 50' river setback.
System consists of a three chamber 1,250 Valley Precast tank with dosing chamber and 480 square feet of
absorption area credit via 48 pressure dosed Infiltrator Q4 chambers placed in three shallow trenches
with 16 chambers per trench. Effluent will be distributed alternately via an Orenco Automatic Distributing
Valve set level and placed at the high point of the system.
Vent holes drilled in the inspection portals above grade are not required and if present, must be protected
from fly entry by affixing 16 mesh screen or equivalent to cover the holes. The weep holes depicted at the
distal ends of each distribution lateral should have scour protection placed on the trench floor beneath
them.
Do not install in wet weather or if soil moisture content is not ideal for installation as the on-site soils will
easily compact and prohibit proper absorption. Contact the design engineer for inspections at critical
points as determined by the engineerand to perform as-built drawings required for final approval and use
of the new system.
Abandon the existing tank as recommended in the design and include documentation of proper
abandonment in the as-built certification report.
Office Copy
March 24, 2014
Issued by: Environmental Health Department, Eagle County, CO Date
Terri Vroman
CONDITIONS:
1. THIS PERMIT 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
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
DEPART ENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-2-25-6136
www.eaalecountv.us
EAGLE COUNTY
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM
OWTS PERMIT - 0 BUILDING PERMIT #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE a00.00
This fee includes the OWTS Permit. Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: ZA 1c�!- Phone: (Q 70 3Z8 — 199�
MailingAddress:u, _50)-:� 09( +LC-. email�ty xr, j2. CoaWertr
Registered Professional Engineer: 9--p (-ram _Phone: (TP) ` 45 - _79lm
Applicant or Contact Person:�7�k j jtsa f f� Ilphone: L9 70 376 3:
Licensed Systems Contractor: _jUjD I�rx� o _. License #
Company / DBA: + Phone: q-1O 3-746— ?
Mailing Address: ?.0 c)y 4 Z-7-1. &JQ St, rA. & 516TImai1 A U;D i e f4kA-, 6o111
Permit Application is for: New Installation Alteration , Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description:... LoT —7 _Lt~ o E rtl 40 j.1 VjgkCA-1
Tax Parcel Number: l'3A�d /D0 _ Lot Size: 1. (-,53 i«
Assessor's Link: www.eaalecounty.us/uatiel
Physical Address: V 1L_Z � Jam) cr tcxy . C0 ,I A. 3 _
Building Type: Residential tSingle Family Number of Bedrooms:
Residential / Multi Family Number of Bedrooms:
Commercial / Industrial* Type of Use:
*These systems require design my a Registered Professional Engineer
Type of Water Supply: _,)C Private Well
If Public Name of Supplier:
Applicant Signature:
******************
Spring Surface ___ _. Public
Office Use Only cC
Amount Paid: Only
Receipt #: :4 heck #: (035-0 Date:
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
RAYMOND P. MERRY, REH
Director
May 30, 2014
Ron Brown
PO Box 3096
Eagle, CO 81631
RE:Final approval of septic permit OWTS-3-14-10305;Tax parcel #193924401007;
Property location: 21700 Hwy 6, Eagle area
Ron:
This letter is to inform you that the above-referenced septic permit has been inspected and
finalized.This permit was approved and sized for a 3 bedroom dwelling.Additional information
about the maintenance your septic system needs as well as information about private wells can be
accessed through web site links provided on the Environmental Health Department’s home page
at http://www.eaglecounty.us/envHealth/
Be aware that changes in the use of your property or alterations of your building may
require commensurate changes to,or relocation of,your septic system.Landscape features,
trees with tap roots,irrigation systems and parking areas above the drain field can cause
premature system failure.It is equally important that you notice and immediately repair
dripping faucets and hissing toilets as this will certainly cause the system to fail.By
following a few simple guidelines,like avoiding grease or other additives down the drain and
making sure your septic tank is on a pumping schedule,your system has been designed to
last for many years.
If you have any questions regarding this information,please contact us at (970)328-8755 and
reference the OWTS septic permit number.
Sincerely,
Terri Vroman
Administrative Technician IV
cc:OWTS permit folder
Energov electronic file
F-ilth
HEPWORTH-PAWLAK GEOTECHNICAL
f1eP,v,,ith a%vhiLGeai chmf,d, Inc.
5020Cumi R,ad Ii4
C Iemcu d iin s, C,I 1nd081001
['lion,-: 970 7451986
Pis:970.945-8454
tin>iil: hp�;eo <�hp,eorcch.enm
ONSITE WASTEWATER TREATMENT SYSTEM DESIGN
EXISTING RESIDENCE
LOT 7, FILING 4, RED MOUNTAIN RANCH (CANYONWOODS)
21700 HIGHWAY 6
EAGLE COUNTY, COLORADO
JOB NO. 114 052A
MARCH 13, 2014
PREPARED FOR:
RON BROWN
21700 HIGHWAY 6
EAGLE, COLORADO 81631
(rbrown l0Crr).centurvtel.net)
Parker 303-841-7119 0 Colorado Springs 719-633-5562 0 Silverthorne 970.468.1989
TABLE OF CONTENTS
INTRODUCTION AND OVERVIEW.........................................................................- 1 -
SUBSURFACE INVESTIGATION.............................................................................- 2-
PERCOLATIONTESTING..........................................................................................- 2-
SOILTREATMENT AREA........................................................................................- 3 -
OWTSCOMPONENTS...............................................................................................- 4-
SEPTIC AND DOSING TANK................................................................................- 4-
SEWERPIPE...........................................................................................................- 4-
EFFLUENT TRANSPORT PIPING.............................:...........................................- 5-
EFFLUENT PUMPING SYSTEMS.........................................................................- 6-
AUTOMATIC DISTRIBUTING VALVE................................................................ 6 -
OWTS OPERATION AND MAINTENANCE............................................................: 7 -
OWTS HOUSEHOLD OPERATION.......................................................................- 7 -
OWTSMAINTENANCE.........................................................................................- 8 -
OWTS CONSTRUCTION OBSERVATION...............................................................- 8-
LIMITATIONS............................................................................................................- 9-
FIGURES
FIGURE 1- SITE LOCATION PLAN
FIGURE 2 - OWTS SITE PLAN
FIGURE 3 - PERCOLATION TEST RESULTS
FIGURE 4 - ABSORPTION AREA CALCULATIONS
FIGURE 5 - ASCORPTION AREA PLAN VIEW
TABLE 1- ABSORPTION AERA CROSS SECTION
ATTACHMENTS
FRONT RANGE PRECAST SEPTIC TANK DETAIL
GOULDS PE51 PUMP SEPCIFICATIONS
Job No. 114 052A GfaPtech
INTRODUCTION AND OVERVIEW
Hepworth-Pawlak Geotechnical, Inc. (HP Geotech) has designed an Onsite Wastewater
Treatment System (OWTS) for the existing three bedroom residence and detached garage located
on Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods), 21700 Highway 6 near Eagle, Eagle
County, Colorado. The purpose of this report was to explore the subsurface conditions at the site
and provide design details for an OWTS in accordance with current Eagle County Individual
Sewage Disposal System (ISDS) Regulations. The services were performed in accordance with
our agreement for professional service to Ron Brown dated March 3, 2014.
The OWTS will consist of a pressure distribution system that will be dosed to a soil treatment
area with three Infiltrator chamber trenches. Equal distribution will be provided by an automatic
distributing valve. Design details for the OWTS are provided in the following paragraphs.
SITE CONDITIONS
The site location is shown on Figure 1. There is an existing residence and detached garage on
the property that was constructed in 1995 (see Figure 2). The existing OWTS, which has failed,
is located south of the residence. The residence has three bedrooms. The garage has a bathroom
but no bedrooms. The ground surface across the property is generally gently sloping down to the
south towards the Eagle River. The Eagle River borders the property along the south side. The
area that will comprise the proposed soil treatment area, located to the east of the residence,
generally consists of a manicured grass lawn bordered by relatively dense cottonwood trees.
SURFACE WATER
The Eagle River borders the property to the south. The minimum required setback from the soil
treatment area to the edge of the river is 50 feet. Given the relatively tight setback constraints
from the edge of river to the proposed soil treatment area, we recommend that the OWTS
components be field staked and verified by a representative of HP Geotech prior to excavation.
JOD INO. 114 U-�2A < i'&ech
-2-
WELLS
The existing well on the property is located west of the existing residence beyond the required
100 feet setback to the soil treatment area and the required 50 feet setback to the septic tank. The
well for the developed residential lot to the east is located along the eastern boundary of that
property and considerably beyond the required 100 feet set -back. No other wells were found in
the near vicinity.
SUBSURFACE INVESTIGATION
The field exploration for the project was conducted on March 4 and 5, 2014. One Profile Pit and
three percolation test holes (P-1, P-2 and P-3) were excavated at the approximate locations
shown on Figure 1 to evaluate the subsurface conditions. The pits were excavated with a mini-
trackhoe and were logged by a representative of HP Geotech. No free water was encountered
during pits and the soils were generally moist. A log of the Profile Pit is provided below.
Log of Profile Pit
PERCOLATION TESTING
Percolation tests were performed in three hand dug test holes in the bottom of backhoe pits by a
representative of HP Geotech on March 5, 2014. The tests were completed at depths of 28 to 36
inches below the adjacent ground surface. The percolations test holes were pre-soaked
Jab No. 114 052A
3-
overnight. The percolation test results are presented on Figure 3. Average percolation rates for
each of the test holes were 20 minutes per inch, which corresponds to a Long -Term Acceptance
Rate (LTAR) of 0.72 gallons per square foot per day.
SOIL TREATMENT AREA
The recommendations presented below are based on the site conditions encountered and our
experience in the area. An LTAR of 0.72 gallons per square foot per day was used to size the
soil treatment area. If soil or site conditions encountered during construction are different than
those that are described in this report please contact us to re-evaluate our recommendations.
• The soil treatment area will be 480 square feet and will consist of three trenches with 16
Infiltrator Quick 4 PlusStandard chambers in each trench.
• An area of 10 square feet was applied for each chamber per Eagle County guidelines.
Absorption area calculations are provided on Figure 4.
• The trenches should have at least 6 feet of undisturbed soils between them.
• The absorption area distribution laterals will consist of perforated Schedule 40 PVC, see
Figure 5 for the details.
• A 50%reduction in absorption area size was applied for use of Infiltrator chambers in a
trench configuration.
• A minimum of 12 inches and a maximum of 24 inches of cover soil should be placed
over the chambers.
• Backfill should be graded to deflect surface water away from the absorption area and
should be sloped at no steeper than 3 Horizontal:I Vertical.
• Disturbed soil should be re -vegetated immediately with a native grass mix. No trees,
shrubs or other plants with deep roots should be planted on or near the absorption area as
this may damage the chambers and piping.
• Four inch diameter inspection ports should be installed at each end of each trench. The
inspection port piping should be placed in the knockouts provided in the chambers. The
inspection ports should extent at least 8 inches above the finished ground surface. At
least 12, % inch diameter holes should be drilled in the above grade portion of the
inspection ports for ventilation.
Joo INO. 114 M2A
• A plan view of the absorption area is presented as Figure 5 and a cross section of the
absorption area is presented as Figure 6.
OWTS COMPONENTS
Recommended OWTS components were based on our design details and our experience with the
specific component manufacturers. Equivalent components may be used if desired; however,
they must meet our minimum recommendations and should be verified by the design engineer.
SEPTIC AND DOSING TANK
• A Front Range Precast, 1,250 gallon, three chamber septic is proposed for primary
treatment of effluent. A submersible effluent pump will be installed in the third
chamber of the tank to pump the effluent to the soil treatment area.
• An effluent filter should be installed between the second and third chamber of the tank.
• The tank must be set level. The excavation must be free of large rocks or other objects
that could damage the tank during placement. A road base course bedding material may
be necessary to prevent tank damage during placement and allow the tank to be set level.
• Install tanks with 2 feet minimum cover soil or utilize 2 inch thick foam insulation board
for frost protection.
• Tank installations with 4 feet or more of cover soil over the tank lid should be evaluated
by the design engineer and may require reinforced tank lids.
• The septic tank lids must extend to within 8 inches of the finished grade; however, we
recommend that they be visible from finished grade for ease of access and maintenance.
• The existing septic tank should be abandoned in accordance with Eagle County
guidelines. We recommend that the tank be first pumped dry then the tank lid and
bottom can be broken with an excavator to prevent standing water. The tank can then be
backfilled with on -site soil.
SEWER PIPE
• The sewer line from the residence and garage to the septic tank should not be less than
the diameter of the building drain and not less than 4 inches in diameter.
• The sewer pipe should have a rating of SDR35 or better.
Job No. 114 U52A (^.arPitarh
-5-
Sewer pipes should be sloped at 2% minimum from the residence and garage to the septic
tank except for the last 10 feet, which should be sloped at 2% maximum (1 % minimum)
to help limit disturbance of solids in the tank.
The garage sewer line should connect to the residence sewer line with a downstream wye
connection.
• 36 inches minimum of cover soil should be provided over the sewer pipes. Paved areas,
patios or other areas without vegetative cover may be more susceptible to frost. We
recommend 48 inches of soil cover over the sewer pipe in these areas and the pipe be
insulated on top and sides with 2 inch thick blue foam insulation board. If adequate soil
cover is not possible, we should be contacted for re-evaluation prior to installation.
• The sewer pipes should be bedded in compacted % inch road base or native soils
provided that the native soils contain no angular rocks or rocks larger than 2%2 inches in
diameter to help prevent settlement of the pipe. Sags could cause standing effluent to
freeze and damage piping.
• Install cleanout pipes within 5 feet of building foundation, where the sewer pipe bends 90
degrees or more and every 100 feet of sewer pipe.
• All 90 degree bends should be installed using a 90 degree long -sweep or by using two 45
degree elbows.
• The sewer line locations shown on Figure 1 are considered conceptual. We assume that
there is only one sewer line exiting the residence and one sewer line exiting the garage.
It is the responsibility of the owner to locate all sewer line exit locations and connections
to the septic tank.
EFFLUENT TRANSPORT PIPING
• The 1.5 inch diameter Schedule 40 effluent transport piping should be sloped at 1 %
minimum to drain back to dose chamber from the automatic distributing valve after each
pumping cycle.
• The effluent transport pipe should be bedded in compacted'/ inch road base or native
soils provided that the native soils contain no angular rocks or rocks larger than 2%z
inches in diameter to help prevent settlement of the pipe. Sags could cause standing
effluent to freeze and damage piping.
Job No. 114 052A
C-arPfarh
• At least 18 inches of cover soil should be provided over the effluent transport pipe.
Paved areas, patios or other areas without vegetative cover may be more susceptible to
frost. We recommend 48 inches of soil cover over the sewer pipe in these areas. If
adequate cover soil is not possible the sewer pipe should be insulated on top and sides
with 2 inch thick foam insulation board and the design engineer should re-evaluate soil
cover prior to installation.
• The effluent pipe should be double encased with larger diameter Schedule 40 PVC pipe
underneath driveway surfaces and be provided with at least 48 inches of soil cover.
• All 90 degree bends should be installed using a 90 degree long -sweep or by using two 45
degree elbows.
EFFLUENT PUMPING SYSTEMS
• A Goulds PE51, 115 volt, submersible effluent pump with a 1.25 inch diameter discharge
assembly, or equivalent, will be required for effluent pumping.
• The maximum effluent transport distance from the pump discharge to the absorption area
manifold is estimated to be 150 feet.
• The elevation difference from pump discharge to the dose tank is estimated to be 15 feet.
• An equivalent pump must be capable of operating at 16.7 gallons per minute at 27.6 feet
of total dynamic head. A pump performance curve is provided as an attachment.
• The floats should be set to provide a dose volume of approximately 98 gallons. The
actual dose volume will be approximately 85 gallons assuming an effluent drain -back
volume of 13 gallons in the transport piping. To achieve the desired dose volume, the
upper ("ON") and lower ("OFF") floats should be set approximately 12'/a inches apart.
• The high water alarm float should be placed approximately 3 inches above the "ON" float
in the dose tank.
• A %s inch diameter weep hole should be drilled in the effluent transport line prior to
exiting the dose chamber so the transport line can drain after each pumping cycle.
AUTOMATIC DISTRIBUTING VALVE
• An Orenco V6403 Automatic Distributing Valve (ADV) will be used to alternate doses
of effluent to the three trenches.
iuu Ivu. 119 VJLH
("-.wPifrrh
-7-
• The ADV must be installed level and must be the high point in the system.
• The ADV should be installed in a sprinkler box, or equivalent, such that it is serviceable
and protected from freezing. We recommend the ADV be equipped with heat tape
during winter months for additional frost protection.
• The effluent transport piping must be sloped at 1 % minimum to drain back to dose tank
from the ADV and from the ADV to each trench.
• Improper drainage could cause standing water to freeze and damage the valve and/or
piping.
• The valve has clear sections of pipe that should be inspected at least annually to ensure
that it is alternating doses to each zone.
OWTS OPERATION AND MAINTENANCE
The OWTS will require periodic inspection and maintenance to function properly. A properly
designed, installed and maintained system can greatly increase the lifespan of an OWTS. The
level of maintenance will vary with the complexity of the system and water use habits of the
residents. HP Geotech recommends that an OWTS Operation and Maintenance (O&M) Manual
be developed for the system to ensure that it is properly maintained. Depending on the
complexity of the OWTS a contract with an OWTS maintenance provider may also be prudent.
Below are some basic recommendations for OWTS O&M.
OWTS HOUSEHOLD OPERATION
• Use of high efficiency water fixtures is recommended to decrease the hydraulic load on
the OWTS.
• Fix plumbing leaks immediately as this may cause a hydraulic overload of the soil
absorption system.
• Do not irrigate the area on top of or directly upgradient of the soil absorption system as
this may cause a hydraulic overload.
• Do not dispose of household waste down household drains as this may clog or damage
OWTS components. Examples of household waste that should not be disposed of in
drains include: dental floss, cotton swabs, coffee grounds, paper towels, feminine
products and many other kitchen and bath items.
you 1V U. 114 WLH i�fitcu-h
• Use of kitchen garbage disposals is not recommended for households served by an
OWTS. If a garbage disposal is utilized, kitchen wastewater should be screened
thoroughly. Many kitchen solids are not decomposed in the septic tank and may cause
increased pumping frequency.
• Do not dispose of household chemicals, greases, oils, paints, hot tub water or water
softener backwash in household drains. A separate drywell, if feasible, may be
necessary for hot tub water or water softener backwash disposal.
• Limit the use of bleach as this may harm useful bacteria in the septic tank and soil
absorption system.
• Liquid dishwasher and clothes washer detergent is recommended for households served
by an OWTS. Clay substances used as fillers in powder detergents may result in
clogging of the soils absorption system.
• The water in septic tanks can freeze during extended periods of non-use. We recommend
that second homeowners install a tank heater to help prevent freezing.
OWTS MAINTENANCE
• Inspect the septic tank, effluent filter and soil absorption area at least annually for
problems or signs of failure.
• The effluent screen should be cleaned annually by spray washing solids into the first
chamber of the septic tank.
• The septic tank should be pumped and cleaned every 3 to 5 years depending on use.
Longer pumping intervals may increase the amount of solids that reach the soil
absorption area, which may shorten its life span.
• Pumping should take place when the level of the sludge and scum layers combined take
up 25-33% of the capacity of the first chamber of the septic tank.
OWTS CONSTRUCTION OBSERVATION
Due to the relatively tight setback constraints on the site, we recommend that all OWTS
components be field staked and verified by a representative of HP Geotech prior to starting
excavation. Following confirmation of component locations, the Eagle County Environmental
J00 NO. 114 UJZA (.pr�jtPt^h
Health Department requires that the design engineer perform an As -Built inspection of the
OWTS. Prior to inspection, all system components should be installed, but not backfilled.
Required inspections will include a pump operation test; therefore, the pump and control panel
should be installed and power should be supplied. No components should be backfilled without
prior approval by HP Geotech.
LIMITATIONS
HP Geotech has conducted this study in accordance with generally accepted engineering
principles and practices in this area at this time. We make no warranty either expressed or
implied. The conclusions and recommendations submitted in this report are based upon the data
obtained from the profile pit and percolation test holes, the proposed type of construction and our
experience in the area. Variations in the subsurface conditions may not become evident until
excavation is performed. If conditions encountered during construction appear different from
those described in this report, we should be notified so that re-evaluation of the
recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We are not
responsible for technical interpretations by others of our information. As the project evolves, we
should provide continued consultation and field services during construction to review and
monitor the implementation of our recommendations, and to verify that the recommendations
have been appropriately interpreted. Significant design changes may require additional analysis
or modifications to the recommendations presented herein.
It is our opinion that the designed location of the OWTS does not violate any setback
requirements of the current Eagle County Individual Sewage Disposal System (ISDS)
Regulations of any features that are offsite. Below is a table of common minimum horizontal
setbacks to OWTS components. Refer to the Eagle County ISDS Regulations for a complete list
of required setbacks. We recommend the OWTS components be surveyed by a Professional
Colorado Land Surveyor and verified by HP Geotech prior to permitting.
JVV 3IV. It' VJLH C- xPitarh
-10-
Table 1 - Common Minimum Horizontal Setbacks from OWTS Components
Lake,
Lined
Dry
Occupied
Irrigation
Septic.
Well
Ditch or
Ditch or
Dwelling
Ditch,
Tank
Lake
Gulch
Stream
Absorption
JWa
100,20'
20'
75'
25'
6'
AreaSeptic
50,
S'
10,
50'
10,
-
Tank
Building
50'
10,
0'
10,
50'
10,
-
Sewer
Please contact us for any necessary revisions or discussion after review of this report by Eagle
County. If you have any questions, or if we may be of further assistance, please let us know.
Sincerely,
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
h'oe� A�� 69D
Jason A. Deem
Project Geologist
David A. Young, P.E. S / 32-216
Sr. Project Engineer -"AN
cc: Shoup Land Develoi4MUtejn0%%Kd Shoup (judshounna hotmail.coml
Job No. 114 052A
0 150 300
1 1
SCALE: 1"= 300'
Drawing adapted from Google Earth Images
I 114 052A I G60Ftech LOT 7, FILING 4, RED MTN. RANCH (CANYONWOODS)
HEPWDRTH—PANGEOTECHNICAL SITE LOCATION PLAN FIGURE 1
Orenco V6403
Automatic nvvm*. 90m^°wxm
Distributing Valve p ..'boun°�"°m
, avN o-.a�mrm arax
0 E ROPO Proposed soil treatment
P area consisting of three
rows of 16 Infiltrator
Quick 4 Plus Standard
chambers in each trench
3
g P-3 Appr°x no•m xasiem
^,°'S P Z prcpetly OounOary hom
N° soNireximem area
� F
EXISTING
m Profile Pit
GARAGE 00
DRIVEWAY �m�° P-t
50' min. to high water
To be verified by HP Geotech
prior to construction
Cleanouts
EXISTING Proposed Front Range
Precast 1,250 gallon, three or
RESIDENCE chamber septic tank equipped /�
(21700 HWY 6) with a Goulds PE51 effluent
pump in the third chamber
U�ot �o
Well Is -100'from er ,ot•�mavZ�Bat^'eo�Nea
residence%P�n95or�
Le end:
Profile Pit
® Percolation Test Hole
Notes:
1. Locations of system components should be verified by HP Geotech prior to
construction.
APPROXIMATE SCALE: 2. Drainage from the Access Road down to the south and the roof runoff from the
1 INCH = 30 FEET garage should be directed away from the soil treatment area.
114 052A c__P,�ec1 LOT 7, FILING 4, RED MTN. RANCH (CANYONWOODS) FIGURE 2
HEPWORTH-PAWLAK GEOTECHNICAL OWTS SITE PLAN N
Trench Depth (in):
24
Hole Depth (in):
12
Total Depth (in):
36
Hole Width (in):
6
Soil Type:
ML
Soil Percolation Rate =
20.0
Trench Depth (in):
19
Hole Depth (in):
12
Total Depth (in):
31
Hole Width (in):
6
Soil Type:
MIL
Soil Percolation Rate =
20.0
Trench Depth (in):
18
Hole Depth (in):
10
Total Depth (in):
28
Hole Width (in):
6
Soil Type:
MIL
Soil Percolation Rate =
20.0
AVERAGE DESIGN SOIL PERCOLATION RATE =
20.0
MPI (minutes per inch)
Notes:
1. Average design soil percolation rate is average of each
test hole shown.
2. Soil percolation rate is average of last three readings
of each test shown.
3. Approximate test hole locations shown on Figure 1.
4. Last eight percolation test readings only shown.
5. Test Date: 03-05-14
6. Test Time: 11:00
Test Hole P-1
Time Interval (min)
Water Level Drop (In)
Rate (MPI)
5
1/8
40.0
5
3/16
26.7
5
5/16
16.0
5
1/4
20.0
5
1/4
20.0
5
1/4
20,0
5
1/4
20.0
Test Hole P-2
Time Interval (min)
Water Level Drop (%20.0
5
1/4
5
1/4
5
1/4
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
Test Hole P-3
Time Interval (min)
Water Level Drop (in)
Rate (MPI)
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
5
1/4
20.0
5
1/4
2p,0
I 114 052A I ��rtecl'1 LOT 7, FILING 4, RED MTN. RANCH (CANYONWOODS)
FIGURE 3
HEPWORIH—PAWLAK GEOTECHNICAL PERCOLATION TEST RESULTS
OWTS ABSORPTION AREA CALCULATIONS
In accordance with the current Eagle County Individual Sewage Disposal System Regulations,
the absorption area was calculated as follows:
CALCULATION OF OWTS DESIGN FLOW:
Q = (F)(B)(N)(1.5)
WHERE:
Q =DESIGN FLOW
F = AVERAGE FLOW PER PERSON PER DAY
B = NUMBER OF BEDROOMS
N = NUMBER OF PERSONS PER BEDROOM
1.5 = DESIGN FLOW IS 150% OF AVERAGE DAILY FLOW
F =
75 GALLONS PER DAY
B=
3 BEDROOMS
N =
Z PERSONS PER BEDROOM
CONSTANT =
1.5.
Q = _
675 GALLONS PER DAY
CALCULATION OF OVM ABSORPTION AREA:
MINIUMUM ABSORPTION AREA = Q _ LTAR
WHERE:
Q =
675'GALLONS PER DAY
t = PERCOLATION RATE =
20 MINUTES PE11 R INCH
LTAR=
. _
0.7- 2 ----
MINIMUM ABSORPTION AREA =
937.5 SQUARE FEET
REDUCTION FACTOR FOR CHAMBERS IN A TRENCH =
0.50;
MINIMUM ABSORPTION AREA WITH REDUCTION =
468.8 SQUARE FEET
AREA PER INFILTRATOR QUICK 4 STANDARD CHAMBER =
10 SQUARE FEET
TOTAL CHAMBERS NEEDED =
47CHAMBERS
NUMBER OF TRENCHES =
3 TRENCHES
LENGTH (NUMBER OF CHAMBERS PER TRENCH) =
_.-
16 CHAMBERS
TOTAL NUMBER OF CHAMBERS =
48 CHAMBERS
TOTAL ABSORPTION AREA =
480 SQUARE FEET
114 052A I G�,�'pv��vey}`� /��++�� LOT 7, FILING 4, RED MTN. RANCH (CANYONWOODS)
HEPWORTH-PAWLAKGEOTECHNICAL ABSORPTION AREA CALCULATIONS FIGURE 4
1.5" Sch. 40 solid PVC pipe
sloped at 1 % min. to drain
back to dose chamber
I I
—I
I I
I I
I I
I I
I I
I I
I I
I I
APPROXIMATE SCALE:
1 INCH = 10 FEET Y
I I
I I
I I
-1
I I
I I
I I
I I
I I
I I
T
I I
rt
I I
t
I I
Orenco V6403 Automatic
Distributing Valve.
—J 1.5" Sch. 40 solid PVC
T
e sloped at 2%min.
wn to each trench
4 inch diameter pvc air vent installed
vertically into knockouts provided in end
caps. Install vents at each end of each
trench. Removable lid to be placed on top
of pipe. Drill at least 12, z' holes in pipe
below lid. Pipe must stick up at least 8
inches above finished grade.
I
I
I
1.5" Sch. 40 PVC distribution pipe
with %s' holes drilled at 4 foot
centers on top of pipe. Pipe to be
installed level and secured with 120
lb. min. tensile strength cable ties at
each end of each chamber.
Infiltrator Quick 4 Plus
Standard Chambers. Sixteen
chambers per trench.
I
I
Drill one Ye" hole on bottom of each
end of each distribution pipe to
allow for complete drainage.
\ Infiltrator Quick 4 Plus
Glue solid end caps at Standard End Caps.
each end of each
o� distribution lateral.
Notes:
Vvne 1. Chambers should be installed level on a scarified ground surface.
2. All piping should have a rating of Schedule 40.
p 3. Changes to this design should not be made without consultation and approval by HP Geotech.
114 052A ���+,p�+/� P/��p/�� LOT 7, FILING 4, RED MTN. RANCH (CANYONWOODS)
HEPWORTHRTH—PAWLAK OEOTECHNICAL ABSORPTION AREA PLAN VIEW FIGURE 5
Infiltrator Quick 4 Plus
Standard End Cap
Native Soil
APPROXIMATE SCALE:
1 INCH = 4 FEET
Edsting Ground Surface
Infiltrator Quick 4
Plus Chamber
Installed Level
1.5' Sch. 40 PVC
Distribution Pipe
Installed Level with
Orifices Pointing Up
12-24' Cover Soil
Graded to Deflect
Surface Water
—6'min. �I
Undisturbed Soil
Between Trenches
Natlka Soil
Scarify Ground Surface Prior to
Chamber Installation
surized Pipe
Location
Notes:
1. Chambers should be Installed level on a scarified ground surface.
2. All piping should have a rating of Schedule 40.
3. Care should be taken by the contractor to avoid compaction of the native soils in
the trench areas.
4. Concrete sand may be used as a leveling course beneath the chambers if
necessary.
5. Changes to this design should not be made without consultation and approval
by HP Geotech.
^GV.,1I114 052AIf—^�'r �1 LOT 7, FILING 4, RED MTN. RANCH (CANYONWOODS)
HEPNOC GEp7ECHNICAL ABSORPTION AREA CROSS SECTION FIGURE 6
1250 Gal. Three Compartment
Electric Lift Septic Tank
• Monolithic tank meets
ASTM-C-1227 Spec.
for water and waste-
water structures.
• Butyl rubber sealant
meets Fed. Spec. SS-
S-210A.(Provided
with tank)
• See pages 35 - 41 for
pumps and controls.
Sealed baffle wall.
Install effluent filter
at this location.
2' x 1' Modified riser w/
1-box float tree bracket
Effluent pump (sized per specifi-
cation) / remote alarm box, float
tree, control and alarm switches
installed and pump plumbed
to stub -out including preas-
sembied pipes and fittings.
Connections to electrical source
by others.
Total Capacity:1390 gallons
PLAN
Inlet:'
10'-6" -
SECTlON
4" Push Seal
Gasket typical
,f LJ
55" A B
3.5" 11 4"
imenor space
adequate for
duplex pump
installation
I
5'-6"
2" Cast -A -Seal
Gasket typical
6"
5'-10"
52"
Part #
Capacities
(gallons)
A B
Lift
Cha ion
(gallons)
Discharge
Per Cycle
Approximate Weights
Tank
I Lid
Baffle Walls
Total
PCA-000-267
640
420
330
Variable
6.6Gal. /
8,430lbs
L3,3701bs
1,820lbs
13,620lbs
Vertical Inch
Nate: N.
X s� e
Watertight ~�
Front Range Precast Concrete, Inc.
5439 N. Foothills Highway, Boulder, Colorado 80302
Phone (303) 442-3207 • (800) 783-3207 • Fax (303) 442-3209
www.ffxx.com
-54-
ITT
Goulds Pumps
PESubmersible
Effluent Pump
RGOULDS PUMPS
Goulds Pumps is a brand of ITT Water Technology, Inc.
-a subsidiary of ITT Industries, Inc.
www.goulds.com
Engineered for life
Residential Water Systems
FEATURES
■ Corrosion resistant construction.
■ Cast iron body.
■ Thermoplastic impeller and cover.
■ Upper sleeve and lower heavy duty ball
bearing construction.
■ Motor is permanently lubricated for
extended service life.
■ Powered for continuous operation.
■ All ratings are within the working limits of
the motor.
■ Quick disconnect power cord, 20' standard
length, heavy duty 16/3 S1TW with 115 or 230
volt grounding plug.
■ Complete unit is heavy duty, portable and
compact.
■ Mechanical seal is carbon, ceramic, BUNA
and stainless steel.
■ Stainless steel fasteners.
ITT
PERFORMANCE RATINGS
PE31
Total Head
(feet of water)
GPM
5
52
10
42
15
29
20
16
25
0
PE41
Total Head
(feet of water)
GPM
8
61
10
57
15
46
20
33
25
16
PUMP INFORMATION
PE51
Total Head
(feet of water)
GPM
10
67
15
59
20
50
25
39
30
26
35
8
GOULDS PUMPS
Residential Water Systems
DIMENSIONS
(All dimensions are in inches. Do not use for construction purposes.)
=HARGE
Order No.
HP
Volts
Amps
Minimum
Circuit
Phase
Float Switch
Cord
Discharge
Minimum
Basin
Maximum
Solids
Shipping
Weight
Breaker
Style
Length
Connection
Diameter
Size
Ibs/kg
PE31 M
0.33
0.4
115
12
20
1
Manual / No Switch
20'
1.5"
18"
.5..
31 / 14.1
PE31 P1
Piggyback Float Switch
PE41M
7.5
15
Manual / No Switch
PE41 P1
Piggyback Float Switch
PE42M
230
3.7
10
Manual / No Switch
PE42P7
Piggyback Float Switch
PE51M
0 5
115
9.5
20
Manual / No Switch
PE51 P1
Piggyback Float Switch
PE52M
230
4.7
10
Manual/No Switch
PE52P7
Piggyback Float Switch
Wastewater
APPLICATIONS
Specially designed for the following uses:
• Mound Systems
• Effluent/Dosing Systems
• Low Pressure Pipe Systems
• Basement Draining
• Heavy Duty Sump/Dewatering
SPECIFICATIONS
Pump — General:
• Discharge: 1'/24 NPT
• Temperature: 1040F (400C) maximum, continuous
when fully submerged.
• Solids handling: 'A" maximum sphere,
• Automatic models include a float switch.
• Manual models available.
• Pumping range: see performance chart or curve.
PE31 Pump:
• Maximum capacity: 53 GPM
• Maximum head: 25' TDH
PE41 Pump:
• Maximum capacity: 61 GPM
• Maximum head: 29' TDH
PE51 Pump:
• Maximum capacity: 70 GPM
• Maximum head:37'TDH
PUMP INFORMATION
MOTOR
General:
• Single phase
• 60 Hertz
• 115 and 230 volts
• Built-in thermal overload protection with automatic
reset.
• Class B insulation
• Oil -filled design
• High strength carbon steel shaft
PE31 Motor:
• .33 HP, 3000 RPM
• 115 volts
• Shaded pole design
PE41 Motor:
• .40 HP, 3400 RPM
• 115 and 230 volts
• PSC design
PE51 Motor:
• .50 HP, 3400 RPM
• 115 and 230 volts
• PSC design
AGENCY LISTINGS
Tested to UL 778 and CSA 22.2 108 Standards
By Canadian standards Association
c us File #LR38549
Order No.
HP
Volts
Amps
Minimum
Circuit
PhaseBasin
oa
Float Switch
Cord
Discharge
Minimum
Maximum
solids
shipping
Weight
Breaker
Style
Length
Connection
Diameter
size
Ibs/kq
PE31M
0.33
115
12
20
t
Manual/No Switch
20'
1.5'
t8'
.5'
31/14.1
PE31PI
Piggyback Float Switch
PE41M
0.4
75
15
Manual/No Switch
PE41PI
Piggyback Float Switch
PE42M
230
3.7
to
Manual/ND Switch
PE42P1
Piggyback Float Switch
PE51M
0.5
115
95
20
Manual/No Svdtch
PE51 P I
Piggyback Float Switch
PE52M
230
4,7
10
Manual/No Switch
PE52PI
Piggyback Float Switch
PAGE 2
Wastewater
METERS FEET
40 1 1 1—
PE;51 ! I !
I� rlljlll��
35
10
30 PE41
I
i
x 25 3
I I
V �EI III
I.I
z 20-1 !!IIIII Ali
I I`-
15
15
l
II
10
! I�
5 II,i! lii!II
I
0 0
0 10 20
0 5
PERFORMANCE RATINGS
PE31
Total Head
(feet of water)
GPM
5
52
10
42
15
29
20
16
25
0
PE41
! I I I MODELS: PE31, PE41, PE51
l I f l l l HP:.33, .40, .50
i
—� —2GPM
— 1 Fr
I III I�III II.IiIi
II i I I I ills
l I l t l!
I I• _i t I I I I I
! Il�il!�Ilil
10
CAPACITY
Total Head
(feet of water)
GPM
8
61
10
57
15
46
20
33
25
16
70 GPM
1�5 m3/h
PE51
Total Head
(feet of water)
GPM
10
67
15
59
20
50
25
39
30
26
35
8
PAGE 3
OWTS As-Built Photograph Log
Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods)
Job No. 114 052A
Photograph showing new sewer line exiting the garage.
OWTS As-Built Photograph Log
Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods)
Job No. 114 052A
View of new sewer line connection between garage and main residence with a downstream wye.
OWTS As-Built Photograph Log
Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods)
Job No. 114 052A
Photograph showing sewer line connection to new septic 1,250 gallon Front Range Precast septic
tank.
OWTS As-Built Photograph Log
Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods)
Job No. 114 052A
Photograph showing scarified trench excavation prior to installation of chambers.
OWTS As-Built Photograph Log
Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods)
Job No. 114 052A
Photograph showing construction of the first two trenches of the soil treatment area.
Photograph showing automatic distributing valve prior to installation.
OWTS As-Built Photograph Log
Lot 7, Filing 4, Red Mountain Ranch (Canyonwoods)
Job No. 114 052A
Photograph showing final cover grading in septic tank location.
Photograph showing final cover grading in soil treatment area location.
5/30/2014 Eagle CountyGo\ernment Mail -RE: Bro%n As -Built
Fby Ray Merry <ray.merry@eaglecounty.us>
EAGLE COY
RE: Brown As -Built
Jason Deem <jdeem@hpgeotech.com> Fri, May 30, 2014 at 8:46 AM
To: Ray Merry <ray. merry @eaglecounty. us>
Cc: #environment <environment@eaglecounty.us>, Dave Young <dave@hpgeotech.com>
Ray —Tank was pumped and crushed on site. Sorry, should have mentioned this in the report.
Thanks,
Jason
Gg&ech
Jason A. Deem — Project Geologist
jdeem@hpgeotech.com
240 Annie Road
P.O. Drawer 1887
Silverthorne, CO 80498
www.hpgeotech.com
Office: 970-468-1989 Ext. 304
Mobile: 970-485-4248
Fax: 970-468-5891
`'� Please consider the environment before printing my email
From: Ray Merry [mailto: ray. merry@eaglecounty.us]
Sent: Friday, May 30, 2014 8:37 AM
To: Jason Deem
Cc: #environment; Dave Young
Subject: Re: Brown As -Built
Thanks, Jason.
Great job on a tough site!
hftps:Hmail.google.com/mail/ca/?ui=2&iIr1141485fcl&\ie --pt&search=inbox&msg=1464d98f59fec774&siml=1464d98f59fec774 1/3
5/30/2014 Eagle County Gmernment Mail -RE: Brown As -Built
Was the existing tank pumped and left in place after crushing the top and bottom or was it removed? An email to
this effect will be sufficient.
Thanks for the very good report with photos and detailed documentation.
On Fri, May 23, 2014 at 4:29 PM, Jason Deem <jdeem@hpgeotech.com> wrote:
Attached.
JD
��
Jason A. Deem — Project Geologist
jdeem@hpgeotech.com
240 Annie Road
P.O. Drawer 1887
Silverthorne, CO 80498
www.hpgeotech.com
Office: 970-468-1989 Ext. 304
Mobile: 970-485-4248
Fax: 970-468-5891
APlease consider the environment before printing my email
Raymond P. Merry, REHS
Director of Environmental Health
PO Box 179
Eagle, CO 81631
970.328.8757
ray. merry@eaglecounty. us
hftps:Hmail.g oog le.corrdmai I/cal?ui=2&i Ir 1141485fcl &\i ew--pt&search=i nbox&msg = l464d98f59fec774&si ml=1464d98f59fec774 22
5/30/2014 Eagle County Gmernment Mail -RE: Brown As -Built
`'� Thanks for not printing electronic media
hftps:Hmail.g oog le.com/mai I/ca/?ui=2&i Ir 1141485fcl &\i ew--pt&search=i nbox&msg=1464d98f59fec774&si ml=1464d98f59fec774 3/3