HomeMy WebLinkAbout94 Eagle Feather - 194121302004 (2)Work Classification:New
31677 PONDEROSA WY
EVERGREEN CO 804396621
AddressOwner Information
Permit Status:Active
Project Address
194121302004
Permit Type:OWTS Permit
Permit NO.OWTS-7-15-12926
Expires:12/22/2015Issue Date:8/24/2015
Parcel No.
94 EAGLE FEATHER
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:303-679-1411
Cell:
Inspection
For Inspections call:(970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(888)406-2289Eliminite
Contractor(s)Phone Primary ContractorLicense Number
ELIMINITE (888)406-2289 No
Holland Creek (970)343-0229 Yes09-15
MILLSAP, JAMES M. & VIRGINIA M.
MILLSAP, JAMES M. & VIRGINIA M.
Permitted Construction / Details:
Install the OWTS exactly as indicated on the Thomas J. Kallenbach, PE design dated July 3, 2015 with the
revision date of August 20, 2015.
System is designed to serve a five bedroom residence and consists of2,000 primary septic tank (must be
on the CDPHE list of approved tanks) and an Eliminite 220 treatment unit with a pressure-dosed 1,050
square foot unlined, three foot deep sand filter.
Contact the design engineer to conduct all inspections necessary to certify the system and to prepare the
as-built drawings. System certification along with as-built drawings and photos are required to be
submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or
occupancy of the residence.
Issued by: Environmental Health Department, Eagle County, CO
August 24, 2015
Date
Customer Copy
Ray Merry
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
May 1, 2017
Raymond P. Merry, RHES
Environmental Health Director
Eagle County Government
P.O. Box 179
Eagle, Colorado 81631
Subject: Onsite Wastewater System Final Certification, 94 Eagle Feather Rd., Red Sky Ranch Lot 77, Wolcott, CO 81655.
Dear Mr. Merry:
Please accept this letter as final certification of the installation of the wastewater system for the above referenced
property. Holland Creek Metro District completed installation and I have reviewed their work and found it to be in
compliance with the approved plans. The record drawings and installation report are attached.
If you have questions, please contact me at your convenience.
Sincerely,
Thomas J. Kallenbach, P.E.
May 3, 2017
James Milsap
31677 Ponderosa Way
Evergreen, CO 80439
skimillsap@comcast.net
RE: Final approval of septic permit OWTS-7-15-12926; Tax parcel #194121302004;
Property location: 94 Eagle Feather Lane, Wolcott area
Mr. Millsap,
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 total capacity for 5 bedrooms. Additional
information about your septic system maintenance needs should be addressed by the Holland
Creek Metro District.
It is 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 your system has been designed to last for many years.
Sincerely,
Terri Vroman
Administrative Technician IV
cc: OWTS electronic permit folder
Energov electronic file
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
RAYMOND P. MERRY, REH
Director
Eliminite project #RSR Lot 77
JAMES M. MILLSAPTRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COHOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/31EAGLE CO.8/202" CROSS2X112" BUSHING2" SCH 40 PVCMANIFOLD2" TEE112" LATERAL112" TEE112" BALL VALVE N.C.112" SWEEP112" MALE PLUGFLUSHING LINEFLUSHING ASSEMBLYFLUSHING ASSEMBLY(TYPICAL FOR 6)1 12" LATERAL2" MANIFOLD70'-0"15'-0"
5'32"SAND BED DEPTH: 36" MINSOIL CAP: 12" MIN36" MIN.THIS DESIGN OMITS GRAVEL ANDUTILIZES LOW PROFILE CHAMBERS.NATURAL SOILTYPE 1ORIFICES: 532ORIFICE SPACING:36"ALL PVC JOINTS MUST BE MADEWITH SOLVENT-CEMENT WELDS.PURPLE SOLVENT PRIMER MUST BEUSED.PVC PIPE IS SCH. 40 MINIMUM.FLUSHING VALVES MUST BE OPENFOR INITIAL PUMP ACTIVATION SOTHAT DEBRIS IS FLUSHED OUT OFTHE SYSTEM.1 12" ISOLATIONVALVE. N.O.DIFFUSER TEEEXACT LOCATION OF SYSTEM ISSUBJECT TO FIELD ADJUSTMENT.1BLEND SIDES OF SAND BED INTONATURAL TOPOGRAPHY. AVOIDABRUPT TRANSITIONS. USE OFROCK HARVESTED FROM SITE WILLAID IN CREATING A NATURALAPPEARANCE.THIS SYSTEM DESIGN IS PROPOSEDAS A MEANS OF REDUCING THEPOTENTIAL PROBLEMS ASSOCIATEDWITH AREAS OF ROCK EXPOSURESACROSS THE BUILDING SITE.
Water Quality Control
Professionals LLC
April 26, 2017
Subject: Holland Creek MD Lot #77, 94 Eagle Feather Rd. installation certification.
Attn: Tom Kallenbach, PE
WQCP LLC conducted the tests and verifications that were requested in order for the design engineer to
sign off on the system.
Watertight test: The test started at 14:00 on 4/23/2017. The static water level was 25” below tank lid.
The test was complete on 4/24/2016 at 14:30. The static level remained at 25” below the tank lids for
the duration of the test indicating the tanks are watertight.
Drain field test: The drain field test was conducted on 4/24/2017. The laterals were flushed before the
start of the test. Since the drain field was already backfilled a modified squirt test was conducted using
the capped cleanout ends. The caps were replaced with caps that had 3/16” holes drilled in them. The
drain field pump was started and the results were as follows:
Lateral #1 East – 8’
Lateral #2 East – 8’
Lateral #3 East – 8’
Lateral #1 West – 8’
Lateral #2 West – 8’
Lateral #3 West – 8’
Installation: The Eliminate system was constructed per the drawings received from Tom Kallenbach PE.
The primary and Eliminite tanks were installed per the drawing. A 2” force main leaves the pump
chamber and discharges into six 1 1/2” laterals that run east and west. The laterals are 35’ long. 5/32”
orifices were drilled every 36”.
Pump check: Float system was tested and working properly. Eliminite pump 8.2 Amps. Drain field pump
12.0 amps.
Water Quality Control
Professionals LLC
Pump Panel.
Water Quality Control
Professionals LLC
Connections.
Water Quality Control
Professionals LLC
Pump chamber.
Water Quality Control
Professionals LLC
Water Quality Control
Professionals LLC
Squirt East laterals.
Squirt West laterals.
Water Quality Control
Professionals LLC
Sincerely,
John M. Volk
Water Quality Control Professionals LLC
1799 Mountain Creek Drive
Georgetown, CO 80444
970-389-4491
jvolk@wqcpllc.com
221.52'6
(237.91'1
:98.66'BUILDING ENVELOPE10' RSR EASEMENTBUILDING ENVELOPEExample 3: If an unlined sand filter receives TL2 quality effluent or better, and was installed above a Soil7\SH´µWKHIROORZLQJVHFWLRQRI5HJXODWLRQZRXOGDSSO\ 6HFWLRQ & D LL VWDWHV ´:KHQUHFHLYLQJZDVWHZDWHUWKDWPHHWV7/7/17/RUTL3N treatment levels, the sand filter must be sized based on the long-term acceptance rate for6RLO7\SHµThe size of the soil treatment area would be calculated as follows: 450 / 1.25 (43.11(C)(2)(a)(4)(ii),Table 10-1) = 360 ft2. x 1.0 (for a pressure distributed bed; Table 10-2) = 360 ft2. As this designincludes a higher level treatment component, Table 10-3 may not be used. Thus the sizerequirement for the STA would be 360 ft2.Note that the required depth for the C-33 sand in this example is also 2 feet, however the bottom ofthe sand filter may be at or above the high ground water or bedrock (43.11(C)(2)(c)(2)).Further, thelocal public health agency must have a program for inspection and oversight of higher leveltreatment systems in order to receive the reductions provided to this system.DESIGN TAKEN FROM:THE PROPOSED SYSTEM SERVES A FIVE BEDROOM HOME. SANDFILTER SIZING ISTHEREFORE: 750 GPD/1.25 = 600 FT^2. THE CURRENT DESIGN PROVIDES A 70' X 15'BED FOR A TOTAL AREA OF 1050 FT^2, 75% LARGER THAN THE MINIMUM REQUIRED BYCDPHE. 750 GPD/1050 FT^2 = 0.71 GPD/FT^2.%8,/',1*SEWERCLEANOUTS (TYP)PRIMARY TANKADVANCED TREATMENT UNIT)25&(0$,1BOTTOMLESS SAND FILTERLEVEL SITE AS NECESSARYTO PROVIDE UNIFORM BASE.CONFIRM LOCATION ANDELEVATION OF SEWER WITHARCHITECT.JAMES M. MILLSAP TRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COTHIS PLAN SET DESCRIBES ANONSITE WASTE WATER TREATMENTSYSTEM UTILIZING AN ADVANCEDTREATMENT UNIT ANDBOTTOMLESS SAND FILTER.HOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/3COVER1EAGLE CO.8/20
May 3, 2017
James Milsap
31677 Ponderosa Way
Evergreen, CO 80439
skimillsap@comcast.net
RE: Final approval of septic permit OWTS-7-15-12926; Tax parcel #194121302004;
Property location: 94 Eagle Feather Lane, Wolcott area
Mr. Millsap,
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 total capacity for 5 bedrooms. Additional
information about your septic system maintenance needs should be addressed by the Holland
Creek Metro District.
It is 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 your system has been designed to last for many years.
Sincerely,
Terri Vroman
Administrative Technician IV
cc: OWTS electronic permit folder
Energov electronic file
Eliminite project #RSR Lot 77
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
RAYMOND P. MERRY, REHS
Director
JAMES M. MILLSAPTRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COHOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/31EAGLE CO.8/2053"34"8"INFILTRATOR STANDARD QUICK4 PLUS LOWPROFILE CHAMBERSPOLYETHYLENE VALVE COVERINSTALL FLUSH WITH GROUND SURFACEEXTEND WITH 6" PVC FROM BOTTOMINFILTRATOR QUICK4 STANDARDLOW PROFILE CHAMBERINSTALL CHAMBERS FOR FLUSHING DISCHARGECLEANOUT. INSTALL FLUSH WITH GROUND SURFACEOR UNDER A POLYETHYLENE VALVE COVER.MANIFOLDTRIM CHAMBERS AS NECESSARYFINAL SOIL PROFILEREVEGETATE IMMEDIATELY48"EFFECTIVE LENGTH1'-0"3'-0"LOAM SOIL CAPFILTER FABRICFILTER SANDSEE NOTE SHEET1SCARIFY SAND-SOILINTERFACE 6" DEEPNATIVE SOILTYPE 1NO MACHINE OR FOOTTRAFFIC ON SCARIFIEDSOIL.INSPECTION PORTS. THREE PER LATERAL. ALL LATERALSVALVE COVERS OVERISOLATION VALVES.ISOLATION VALVESSTANDARD TRENCHSUBSTITUTES TOCHAMBERS SHOWN AREACCEPATBLE. CONTACTENGINEER.2
JAMES M. MILLSAPTRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COHOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/31EAGLE CO.8/20ALARM LIGHTPUMP CIRCUIT BREAKERSPROGRAMMABLE LOGIC CONTROLLERALARM HORNMOTOR RELAYSTRANSFER PUMPHAND-OFF-AUTOTOGGLE SWITCHRECIRCULATION PUMPHAND-OFF-AUTOTOGGLE SWITCHLEVEL FLOATCONNECTION BLOCKRECIRCULATION PUMPCURRENT SENSORPUMP INCOMINGPOWERCONTROL INCOMINGPOWER CONTROL PANELThis control panel operates one recirculation pump and one drainfieldpump. The recirculation pump and drainfield pump is controlled with atimer The control panel requires two separate feeds from the mainservice panel: 1) A 120 v, 15 A, single phase circuit for the controls.2) A 240 v, 30 A, single phase circuit for the pumps.PRIMARY TANKTREATMENT TANKAIR INTAKE2" DISCHARGEPRIMARY TANK: 2000 GALTREATMENT TANK:ELIMINITE 220DRAINFIELD PUMP: LIBERTYMODEL FL-100, 208-240 VEFFLUENT FILTER:POLYLOK PL-122TOP32/<5,6(562 COMPARTMENT PRIMARY TANKRECIRCULATION PUMPDRAINFIELDPUMPTANKS MUST BEAPPROVED BY CDPHE.ALTERNATE TANKCONFIGURATION ANDMATERIAL IS ACCEPTABLE..CONTACT ENGINEER FORAPPROVAL.FLOAT SETTINGS BASEDON FINAL TANKCONFIGURATION.3PROFILEPREPARE TANK BEDDINGACCORDING TO TANKMANUFACTURER INSTRUCTIONS.
221.52'S44°42'42"E237.91'N85°59'21"W98.66'BUILDING ENVELOPE10' RSR EASEMENTBUILDING ENVELOPEExample 3: If an unlined sand filter receives TL2 quality effluent or better, and was installed above a SoilType “2”, the following section of Regulation 43 would apply:Section 43.11(C)(2)(a)(4)(ii) states: “When receiving wastewater that meets TL2, TL2N, TL3, orTL3N treatment levels, the sand filter must be sized based on the long-term acceptance rate forSoil Type 1.”The size of the soil treatment area would be calculated as follows: 450 / 1.25 (43.11(C)(2)(a)(4)(ii),Table 10-1) = 360 ft2. x 1.0 (for a pressure distributed bed; Table 10-2) = 360 ft2. As this designincludes a higher level treatment component, Table 10-3 may not be used. Thus the sizerequirement for the STA would be 360 ft2.Note that the required depth for the C-33 sand in this example is also 2 feet, however the bottom ofthe sand filter may be at or above the high ground water or bedrock (43.11(C)(2)(c)(2)).Further, thelocal public health agency must have a program for inspection and oversight of higher leveltreatment systems in order to receive the reductions provided to this system.DESIGN TAKEN FROM:THE PROPOSED SYSTEM SERVES A FIVE BEDROOM HOME. SANDFILTER SIZING ISTHEREFORE: 750 GPD/1.25 = 600 FT^2. THE CURRENT DESIGN PROVIDES A 70' X 15'BED FOR A TOTAL AREA OF 1050 FT^2, 75% LARGER THAN THE MINIMUM REQUIRED BYCDPHE. 750 GPD/1050 FT^2 = 0.71 GPD/FT^2.4"Ø BUILDINGSEWERCLEANOUTS (TYP)PRIMARY TANKADVANCED TREATMENT UNIT2"Ø FORCEMAINBOTTOMLESS SAND FILTERLEVEL SITE AS NECESSARYTO PROVIDE UNIFORM BASE.CONFIRM LOCATION ANDELEVATION OF SEWER WITHARCHITECT.JAMES M. MILLSAP TRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COTHIS PLAN SET DESCRIBES ANONSITE WASTE WATER TREATMENTSYSTEM UTILIZING AN ADVANCEDTREATMENT UNIT ANDBOTTOMLESS SAND FILTER.HOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/3COVER1EAGLE CO.8/2090’106’C1C2
221.52'S44°42'42"E237.91'N85°59'21"W98.66'BUILDING ENVELOPE10' RSR EASEMENTBUILDING ENVELOPEExample 3: If an unlined sand filter receives TL2 quality effluent or better, and was installed above a SoilType “2”, the following section of Regulation 43 would apply:Section 43.11(C)(2)(a)(4)(ii) states: “When receiving wastewater that meets TL2, TL2N, TL3, orTL3N treatment levels, the sand filter must be sized based on the long-term acceptance rate forSoil Type 1.”The size of the soil treatment area would be calculated as follows: 450 / 1.25 (43.11(C)(2)(a)(4)(ii),Table 10-1) = 360 ft2. x 1.0 (for a pressure distributed bed; Table 10-2) = 360 ft2. As this designincludes a higher level treatment component, Table 10-3 may not be used. Thus the sizerequirement for the STA would be 360 ft2.Note that the required depth for the C-33 sand in this example is also 2 feet, however the bottom ofthe sand filter may be at or above the high ground water or bedrock (43.11(C)(2)(c)(2)).Further, thelocal public health agency must have a program for inspection and oversight of higher leveltreatment systems in order to receive the reductions provided to this system.DESIGN TAKEN FROM:THE PROPOSED SYSTEM SERVES A FIVE BEDROOM HOME. SANDFILTER SIZING ISTHEREFORE: 750 GPD/1.25 = 600 FT^2. THE CURRENT DESIGN PROVIDES A 70' X 15'BED FOR A TOTAL AREA OF 1050 FT^2, 75% LARGER THAN THE MINIMUM REQUIRED BYCDPHE. 750 GPD/1050 FT^2 = 0.71 GPD/FT^2.4"Ø BUILDINGSEWERCLEANOUTS (TYP)PRIMARY TANKADVANCED TREATMENT UNIT2"Ø FORCEMAINBOTTOMLESS SAND FILTERLEVEL SITE AS NECESSARYTO PROVIDE UNIFORM BASE.CONFIRM LOCATION ANDELEVATION OF SEWER WITHARCHITECT.JAMES M. MILLSAP TRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COTHIS PLAN SET DESCRIBES ANONSITE WASTE WATER TREATMENTSYSTEM UTILIZING AN ADVANCEDTREATMENT UNIT ANDBOTTOMLESS SAND FILTER.HOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/3COVER1EAGLE CO.8/2097’113’C1C2
221.52'S44°42'42"E237.91'N85°59'21"W98.66'BUILDING ENVELOPE10' RSR EASEMENTBUILDING ENVELOPEExample 3: If an unlined sand filter receives TL2 quality effluent or better, and was installed above a SoilType “2”, the following section of Regulation 43 would apply:Section 43.11(C)(2)(a)(4)(ii) states: “When receiving wastewater that meets TL2, TL2N, TL3, orTL3N treatment levels, the sand filter must be sized based on the long-term acceptance rate forSoil Type 1.”The size of the soil treatment area would be calculated as follows: 450 / 1.25 (43.11(C)(2)(a)(4)(ii),Table 10-1) = 360 ft2. x 1.0 (for a pressure distributed bed; Table 10-2) = 360 ft2. As this designincludes a higher level treatment component, Table 10-3 may not be used. Thus the sizerequirement for the STA would be 360 ft2.Note that the required depth for the C-33 sand in this example is also 2 feet, however the bottom ofthe sand filter may be at or above the high ground water or bedrock (43.11(C)(2)(c)(2)).Further, thelocal public health agency must have a program for inspection and oversight of higher leveltreatment systems in order to receive the reductions provided to this system.DESIGN TAKEN FROM:THE PROPOSED SYSTEM SERVES A FIVE BEDROOM HOME. SANDFILTER SIZING ISTHEREFORE: 750 GPD/1.25 = 600 FT^2. THE CURRENT DESIGN PROVIDES A 70' X 15'BED FOR A TOTAL AREA OF 1050 FT^2, 75% LARGER THAN THE MINIMUM REQUIRED BYCDPHE. 750 GPD/1050 FT^2 = 0.71 GPD/FT^2.4"Ø BUILDINGSEWERCLEANOUTS (TYP)PRIMARY TANKADVANCED TREATMENT UNIT2"Ø FORCEMAINBOTTOMLESS SAND FILTERLEVEL SITE AS NECESSARYTO PROVIDE UNIFORM BASE.CONFIRM LOCATION ANDELEVATION OF SEWER WITHARCHITECT.JAMES M. MILLSAP TRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COTHIS PLAN SET DESCRIBES ANONSITE WASTE WATER TREATMENTSYSTEM UTILIZING AN ADVANCEDTREATMENT UNIT ANDBOTTOMLESS SAND FILTER.HOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/3COVER1EAGLE CO.8/20150’159’C3C2
221.52'S44°42'42"E237.91'N85°59'21"W98.66'BUILDING ENVELOPE10' RSR EASEMENTBUILDING ENVELOPEExample 3: If an unlined sand filter receives TL2 quality effluent or better, and was installed above a SoilType “2”, the following section of Regulation 43 would apply:Section 43.11(C)(2)(a)(4)(ii) states: “When receiving wastewater that meets TL2, TL2N, TL3, orTL3N treatment levels, the sand filter must be sized based on the long-term acceptance rate forSoil Type 1.”The size of the soil treatment area would be calculated as follows: 450 / 1.25 (43.11(C)(2)(a)(4)(ii),Table 10-1) = 360 ft2. x 1.0 (for a pressure distributed bed; Table 10-2) = 360 ft2. As this designincludes a higher level treatment component, Table 10-3 may not be used. Thus the sizerequirement for the STA would be 360 ft2.Note that the required depth for the C-33 sand in this example is also 2 feet, however the bottom ofthe sand filter may be at or above the high ground water or bedrock (43.11(C)(2)(c)(2)).Further, thelocal public health agency must have a program for inspection and oversight of higher leveltreatment systems in order to receive the reductions provided to this system.DESIGN TAKEN FROM:THE PROPOSED SYSTEM SERVES A FIVE BEDROOM HOME. SANDFILTER SIZING ISTHEREFORE: 750 GPD/1.25 = 600 FT^2. THE CURRENT DESIGN PROVIDES A 70' X 15'BED FOR A TOTAL AREA OF 1050 FT^2, 75% LARGER THAN THE MINIMUM REQUIRED BYCDPHE. 750 GPD/1050 FT^2 = 0.71 GPD/FT^2.4"Ø BUILDINGSEWERCLEANOUTS (TYP)PRIMARY TANKADVANCED TREATMENT UNIT2"Ø FORCEMAINBOTTOMLESS SAND FILTERLEVEL SITE AS NECESSARYTO PROVIDE UNIFORM BASE.CONFIRM LOCATION ANDELEVATION OF SEWER WITHARCHITECT.JAMES M. MILLSAP TRUST94 EAGLE FEATHERLOT 77 RED SKY RANCHWOLCOTT, COTHIS PLAN SET DESCRIBES ANONSITE WASTE WATER TREATMENTSYSTEM UTILIZING AN ADVANCEDTREATMENT UNIT ANDBOTTOMLESS SAND FILTER.HOLLAND CREEK METRO DISTRICTDON ODELLKALLENBACH INCTHOMAS J. KALLENBACH, P.E.RSR LOT 777/3/2015NTS0FIRST ISSUE7/3COVER1EAGLE CO.8/20150’159’CLEANOUT
