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Home My WebLink About209 Tree Farm Rd - 246502200004Work Classification:New 401 TREE FARM DR CARBONDALE CO 81623 AddressOwner Information Permit Status:Active Project Address 246502200004 Permit Type:OWTS Permit Permit NO.OWTS-11-18-20367 Expires:4/20/2019Issue Date:12/21/2018 Parcel No. 209 TREE FARM RD 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:970-963-5696 Cell: Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)340-4130ROARING FORK ENGINEERS Contractor(s)Phone Primary ContractorLicense Number Hagist Excavation, LLC (970)379-9726 Yes04-19 WOODY VENTURES LLC Permitted Construction /Details: Install the OWTS exactly as depicted in the Roaring Fork Engineering design report and civil plans sheets C-102 and C-502, stamped and signed by Adam M.Racette, PE on December 21,2018.The OWTS is designed to treat residential strength wastewater from a two bedroom manufactured home. The system consists of a Valley Precast 1,000 gallon two compartment septic tank (Item #1000T-2CP-HH) equipped with an Orenco PF5005 pump placed within a Biotube vault; and384 square feet (12'X32') unlined sand filter that is three feet thick.Effluent will be pressure dosed to the sand filter through 1.25" Sch.40 PVC and distributed atop the sand filter through 1.5"Sch.40 PVC suspended in 32 Infiltrator Quick 4 Plus Standard chambers (four rows of 8)with 1/8"drill holes spaced every four feet at the 12 o'clock position and two 3/16"weep holes at each end of each lateral facing down equipped with Orenco orifice shields.Each lateral is to include the flushing assembly as shown on the civil plans.It is the contractor's responsibility to assure the proper electrical permit is obtained to cover the control panel work as the permit does not.Do not install in wet or frozen ground without express written consent of the design engineer. Contact Eagle County Environmental Health and the design engineer well in advance or requesting inspections.All inspections necessary to certify proper installation (including proper pump functionality and distribution)must be performed by the design engineer .System certification, along with photos and a record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to occupancy of the home or use of the system. Issued by:Environmental Health Department, Eagle County, CO January 14, 2019 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 4.03.29REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:New 401 TREE FARM DR CARBONDALE CO 81623 AddressOwner Information Permit Status:Active Project Address 246502200004 Permit Type:OWTS Permit Permit NO.OWTS-11-18-20367 Expires:4/20/2019Issue Date:12/21/2018 Parcel No. 209 TREE FARM RD 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:970-963-5696 Cell: Inspection For Inspections call:(970)328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)340-4130ROARING FORK ENGINEERS Contractor(s)Phone Primary ContractorLicense Number AVALANCHE EXCAVATION (970)379-5258 Yes18-18 WOODY VENTURES LLC Permitted Construction /Details: Install the OWTS exactly as depicted in the Roaring Fork Engineering design report and civil plans sheets C-102 and C-502, stamped and signed by Adam M.Racette, PE on December 21,2018.The OWTS is designed to treat residential strength wastewater from a two bedroom manufactured home. The system consists of a Valley Precast 1,000 gallon two compartment septic tank (Item #1000T-2CP-HH) equipped with an Orenco PF5005 pump placed within a Biotube vault; and384 square feet (12'X32') unlined sand filter that is three feet thick.Effluent will be pressure dosed to the sand filter through 1.25" Sch.40 PVC and distributed atop the sand filter through 1.5"Sch.40 PVC suspended in 32 Infiltrator Quick 4 Plus Standard chambers (four rows of 8)with 1/8"drill holes spaced every four feet at the 12 o'clock position and two 3/16"weep holes at each end of each lateral facing down equipped with Orenco orifice shields.Each lateral is to include the flushing assembly as shown on the civil plans.It is the contractor's responsibility to assure the proper electrical permit is obtained to cover the control panel work as the permit does not.Do not install in wet or frozen ground without express written consent of the design engineer. Contact Eagle County Environmental Health and the design engineer well in advance or requesting inspections.All inspections necessary to certify proper installation (including proper pump functionality and distribution)must be performed by the design engineer .System certification, along with photos and a record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to occupancy of the home or use of the system. Issued by:Environmental Health Department, Eagle County, CO December 21, 2018 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 4.03.29REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED 11/06/2018 Paid $800 dollars - Chk # 1959 Nov.06.2018 RES-11-18-2034911-18-20367 TIM HAGIST 2018.12.28.Received email from Indiana Lane, informingus that the owts contractor has changed from Avalanche to Tim Hagist (we are waiting for Mr. Hagist owts renewal license application) Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: INSP-508967-2021 Permit Number: OWTS-11-18-20367 Inspection Date: 08/05/2021 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:Woody Ventures, LLC Job Address:209 TREE FARM RD IVR Pin Number:20367 ELJEBELAREA,Project:<NONE> Parcel Number:246502200019 Contractor:Phone: (970) 379-9726 / Cell: (970) 379-9726Hagist Excavation, LLC Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank The system consists of a Valley Precast 1,000 gallon two compartment septic tank. Added Item: Record Drawing Received 8/5/2021. Added Item: Record Photos Received 8/2/2021. Added Item: Site and Soil Received 12/21/2018 from Roaring Fork Engineers. Added Item: Final Certification Letter Received 8/2/2021. Added Item: General Plan Received 12/21/2018 from Roaring Fork Engineers. Added Item: Soil Treatment Area (STA) Effluent will be pressure dosed to the sand filter through 1.25" Sch. 40 PVC and distributed atop the sand filter through 1.5" Sch. 40 PVC suspended in 32 Infiltrator Quick 4 Plus Standard chambers (four rows of 8). Added Item: Identification of Systems Contractor Hagist Excavation was the licensed contractor. Thursday, August 5, 2021 For more information visit: http://www.eaglecounty.us Page 1 of 2 Thursday, August 5, 2021 For more information visit: http://www.eaglecounty.us Page 2 of 2 Onsite Wastewater System Certification To: Ray Merry – Eagle County Environmental Health From: Adam Racette, PE Re: 209 Tree Farm Dr. OWTS Date: July 23, 2019 The Onsite Wastewater Treatment System (OWTS) for 208 Tree Farm Dr. was constructed and installed in July of 2019. Roaring Fork Engineering observed the system during installation. The system appeared to be constructed in accordance with the engineered design that was approved by the Eagle County Building Department. Three feet of secondary sand was installed below the chambers as designed due to the rock content of the existing soil. The pumps, alarms, and flushing assemblies were all tested and operational. The equipment was provided by Valley Precast; they also performed the startup. Pictures of the system are included for reference. Figure 1 – Septic Tank and Distribution Line Figure 2 – Pump Chamber Figure 3 –STA Figure 4 – Control Panel Please call with any questions: 970-340-4130 Sincerely, Adam, P.E. C-102OWTS RECORD DRAWINGROARING FORK ENGINEERING 592 HIGHWAY 133 CARBONDALE COLORADO, 81623 PH: (970)340-4130 F:(866)876-5873CHECKED BY:#DESCRIPTION DATE DRAWN BYCONSTRUCTION DRAWN BY:JOB #:Of209 TREE FARM DRIVE EAGLE COUNTY, COLORADO 2018-55FORSWWAMR1 EAGLE COUNTY PERMIT SET 10.22.2018 SWW 2 EAGLE COUNTY OWTS COMMENTS 12.21.2018 SWW 8.14.2019 SWW3OWTS RECORD DRAWING Onsite Wastewater System Certification To: Ray Merry – Eagle County Environmental Health From: Adam Racette, PE Re: 209 Tree Farm Dr. OWTS Date: July 23, 2019 The Onsite Wastewater Treatment System (OWTS) for 208 Tree Farm Dr. was constructed and installed in July of 2019. Roaring Fork Engineering observed the system during installation. The system appeared to be constructed in accordance with the engineered design that was approved by the Eagle County Building Department. Three feet of secondary sand was installed below the chambers as designed due to the rock content of the existing soil. The pumps, alarms, and flushing assemblies were all tested and operational. The equipment was provided by Valley Precast; they also performed the startup. Pictures of the system are included for reference. Figure 1 – Septic Tank and Distribution Line Figure 2 – Pump Chamber Figure 3 –STA Figure 4 – Control Panel Please call with any questions: 970-340-4130 Sincerely, Adam, P.E. Onsite Wastewater Treatment System Report INDIANA LANE 209 TREE FARM LANE BASALT, CO December 21, 2018 Prepared by Roaring Fork Engineering 592 Highway 133 Carbondale, CO 81623 1 Onsite Wastewater Treatment System Report INDIANA LANE 209 TREE FARM LANE BASALT, CO THE PROPOSED ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) FOR 209 TREE FARM DRIVE IN EAGLE COUNTY COLORADO HAS BEEN DESIGNED TO COMPLY WITH THE MOST CURRENT EDITION OF THE EAGLE COUNTY OWTS REGULATIONS. 2 Table of Contents Table of Contents .......................................................................................................................................... 2 1.0 Existing Conditions ........................................................................................................................... 3 1.1 General .......................................................................................................................................... 3 1.2 Soil Conditions .............................................................................................................................. 3 2.0 OWTS Overview .............................................................................................................................. 4 2.1 Design Flow .................................................................................................................................. 4 2.2 Septic Tank Sizing ........................................................................................................................ 4 2.3 Soil Treatment Area Sizing ........................................................................................................... 5 2.4 Setbacks ........................................................................................................................................ 5 2.5 Distribution and Dosing ................................................................................................................ 5 2.6 Head Loss ...................................................................................................................................... 5 2.7 Pump Selection ............................................................................................................................. 6 3.0 Maintenance ...................................................................................................................................... 6 Appendix A: Completed OWTS Permit Application ................................................................................ 1 Appendix B: Geotechnical Report and Profile Pits ................................................................................... 2 Appendix C: Design Flows and STA Sizing ............................................................................................ 3 Appendix D: Dosing Volumes .................................................................................................................. 4 Appendix E: Pump Curves ........................................................................................................................ 5 Appendix F: Product Information ............................................................................................................. 6 3 1.0 Existing Conditions 1.1 General The property address is 209 Tree Farm Drive, Basalt, Colorado. The proposed development is located north of Highway 82 and east of El Jebel Road and the Shadowrock development. The property is accessed off of Tree Farm Drive which connects to Highway 82. The legal description of the property is Section 2, Township 8S, Range 87W of the 6th Principal Meridian at a location 200 feet from the north section line and 825 feet from the west section line in Eagle County, Colorado. The parcel is a total of 1.5 acres. The development is currently proposing one premanufactured home, a gravel access with parking, and an onsite well. Figure 1 – Vicinity Map 1.2 Soil Conditions A Geotechnical report was produced in 2006 by HP Geotech for most of the parcel at 19351 State Highway 82. The report is included in the Appendix. The subject property is located near soil boring/pit number nine. Two soil profile pits were excavated to approximately nine feet in the vicinity of the proposed septic field on September 21, 2018 and observed by Roaring Fork Engineering (RFE). Pictures are provided in the Appendix. The pits included approximately 12 to 18 inches of organics/topsoil overlaying seven to eight feet of native material. Visual tactile observations were performed on the soil below the organic material. They indicated both soil profile pits contained more than 35 percent rock larger than two millimeters. 4 Soil samples of the native material were taken from both soil profile pits, so gradation testing could be performed. The results verified the tactile field observation and resulted in more than 35 percent of each soil sample being retained on or above the No. 10 sieve. The soil passing the No. 10 sieve was tested according to the USDA NRCS Guide to Texture by Feel. The results showed the soil was a Loamy Sand (Type 1) since it remained in a ball when squeezed and the soil did not form a ribbon. Due to the percentage of rock in the soil profile pits being greater than 35 percent the soil is considered to have “High Rock Content” or Type “R” soils requiring a minimum three feet deep unlined sand filter for treatment. It is anticipated that secondary sand will be used with an LTAR of 0.8 according to Table 10- 1A of the Eagle County OWTS Regulations. No groundwater was observed within the soil profile pits. 2.0 OWTS Overview The septic system will be designed in accordance with the Colorado Department of Public Health and Environment’s (CDPHE) Regulation 43 and Eagle County regulations. A Colorado Department of Public Health and Environment (CDPHE) permit is not required for this size of system. The waste water design flows were calculated using section 43.6 of the Eagle County On-site Wastewater Treatment System Regulations. The design flow used per person is 75 gallons per day. The assumed number of persons per bedroom is two for design purposes. These daily flows were used along with Section 43.7 to determine the minimum distances between components of the OWTS and the existing well. Septic tanks will be used to bring the effluent to Treatment Level 1 (TL1). The minimum septic tank size will be 1,000 gallons as required in Section 43.9-B2-of the Eagle County OWTS Regulations. The required soil treatment area (STA) was determined by section 43.10 of the Eagle County On-site Wastewater Treatment System Regulations. The dosing volume for each field is based on the industry standard dosing volume of seven times the piping volume of the STA receiving the effluent. The Orenco pump selection software was used to calculate the total dynamic head loss within the system. This information was then used to specify an adequate pump. 2.1 Design Flow The septic field will treat wastewater from a two bedroom pre-manufactured home. Eagle county regulations require the design flow to include two people per bedroom with each person generating 75 gallons per day. - 2 bedrooms x 2 people x 75 gallons per day = 300 gallons per day 2.2 Septic Tank Sizing For 2 bedrooms, the minimum tank size according to the regulations is 1,000 gallons. The tank will have two chambers and the first chamber will hold more than half of the required effective volume. The 5 incoming wastewater design flow is 300 gallons per day and the dosing volume is approximately 100 gallons. Therefore, the tank provides approximately 72 hours of detention not including the dosing volume. This septic tank will bring the effluent to Treatment Level 1 (TL1) before it is pumped to the soil treatment area. 2.3 Soil Treatment Area Sizing Due to the high rock content (35 percent greater than 2 mm) observed in the soil profile pits a minimum three foot deep unlined sand filter is required per Table 10-1A of the Eagle County OWTS regulations. Secondary sand media is proposed so an LTAR of 0.8 was used in the design. The rock content was determined using a visual tactile test, which was verified testing soil samples from each test pit. Using the design flow of 300 gallons per day and the LTAR of 0.8 gallons per day per square foot, it was determined that the minimum STA is 375 square feet for a bed configuration. 32 Quick 4 Plus Standard infiltrators each containing 12 square feet of effective treatment area are proposed for a total of 384 square feet of soil treatment area. They will be configured in a bed formation of four rows of eight infiltrators. This does not exceed the maximum width of 12 feet for a bed configuration. No sizing adjustment factors/reductions have been applied to the soil treatment area per Table 10-1A. 2.4 Setbacks According to Table 7-1 of the Eagle County OWTS Regulations the soil treatment area must be a minimum of 100 feet away from the onsite well and the septic tank must be 50 feet away from the onsite well. Both conditions are met with the proposed design as shown on the plans. 2.5 Distribution and Dosing The soil treatment area will be pressure dosed as required in Table 10-1A. The second chamber of the second 1,000-gallon tank will house the Orenco pump and float tree. The pump will discharge into a pressurized 1.5 inch PVC distribution pipe before splitting flow into the 1.5 inch PVC manifolds and laterals. The laterals run the entire length of the chambers and are also 1.5 inch PVC pipe that are suspended from the top of the chambers. The laterals shall have one eighth of an inch orifices spaced every four feet. The distribution pipe is sloped back toward the tank so the effluent will drain back into the pump basin when the pump shuts off. This is done to prevent freezing and stagnant fluid sitting in the line. A dosing volume was determined by using the industry standard of seven times the lateral piping volumes plus any drain back for a total of 98 gallons per dose. The elevations of the floats in the dosing chamber have been set to meet this dosing volume. See the appendix for dosing calculations and OWTS drawings. 2.6 Head Loss The Orenco pump selection software was used to determine the total head loss for the system. Using the distribution pipe material, size and length, orifice size and spacing, bends, the max elevation lift, the manifold and the lateral piping configurations, a system curve was created. From this, the minimum pumping requirements were determined. A system curve is provided in the appendix. 6 2.7 Pump Selection The pump selected for the system is the Orenco PF5005 high head effluent pump. A pump curve, along with product information, can be found within the appendix. 3.0 Maintenance The Owner will follow the operation and maintenance required in Section 43.14 of the Eagle County On- site Wastewater Treatment System Regulations. Below is a maintenance schedule for the OWTS. Maintenance and Cleaning Frequency Type of Component Inspection/Maintenance Cleaned or Pumped Septic Tanks Every 2 Years Every 2 Years, or As Needed Absorption Areas Every 6 Months N.A. Dosing or Pumping Chambers Every 6 Months Every 4 Years 209 Tree Farm Drive Onsite Wastewater Treatment System Report Appendix A: Completed OWTS Permit Application $33/Ζ&$7Ζ21)25216Ζ7(:$67(:$7(575($70(176<67(02:763(50Ζ7 Ζ1&203/(7($33/Ζ&$7Ζ2160$<127%($&&(37('6Ζ7(3/$10867%(Ζ1&/8'(' )((6&+('8/( $33/Ζ&$7Ζ21)(()251(:2:76250$-255(3$Ζ56 0Ζ1255(3$Ζ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ΖQVWDOODWLRQ BBBB$OWHUDWLRQBBBB5HSDLU 7D[3DUFHO1XPEHUBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB/RW6L]HBBBBBBBBBBBBBBBBBBBBBBBB $VVHVVRUȇV/LQNZZZHDJOHFRXQW\XVSDWLH 3K\VLFDO$GGUHVVBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB /HJDO'HVFULSWLRQBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB %XLOGLQJ7\SHBBBBB5HVLGHQWLDO6LQJOH)DPLO\ BBBBB5HVLGHQWLDO0XOWL)DPLO\ BBBBB&RPPHUFLDOΖQGXVWULDO 1XPEHU RI %HGURRPV BBBBBB 1XPEHU RI %HGURRPV BBBBBB 7\SHRI8VHBBBBBBBBBBBBBBB $VRIDOOV\VWHPVUHTXLUHGHVLJQE\D5HJLVWHUHG3URIHVVLRQDO(QJLQHHU 7\SHRI:DWHU6XSSO\BBBB3ULYDWH:HOOBBBB6SULQJBBBB6XUIDFHBBBB3XEOLF ΖI3XEOLF1DPHRI6XSSOLHUBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB $SSOLFDQW6LJQDWXUHBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB'DWHBBBBBBBBBBBBBBBBBBBBBBB 2IILFH8VH2QO\2:763(50Ζ7BBBBBBBBBBBBBBBBBB%8Ζ/'Ζ1*3(50Ζ7BBBBBBBBBBBBBBBBBBBB $PRXQW3DLGBBBBBBBBBBB5HFHLSWBBBBBBBBBBB&KHFNBBBBBBBBBBB'DWHBBBBBBBBBBBBBB '(3$570(172) (19Ζ5210(17$/+($/7+ )$; 72//)5(( ZZZHDJOHFRXQW\XV 32%R[ %URDGZD\ (DJOH&2 HQYLURQPHQW#HDJOHFRXQW\XV Woody Ventures, LLC 401 Tree Farm Dr., Carbondale, CO indy.lane@treefarmteam.c Adam Racette - Roaring Fork Engine 970-340-4130 Indiana Lane 970-618-2991 ✔ 1.5 acres 209 Tree Farm Drive Section 35, Township 7 South, Range 87 West of the 6th PM (Eagle, Coun ✔ ✔ 2 209 Tree Farm Drive Onsite Wastewater Treatment System Report Appendix B: Geotechnical Report and Profile Pits Soil Profile Pit 1 Soil Profile Pit 1 Soil Profile Pit 2 Soil Profile Pit 2 209 Tree Farm Drive Onsite Wastewater Treatment System Report Appendix C: Design Flows and STA Sizing B A S I C S T A C A L C U L A T O R Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent. You may adjust the LTAR for Soil Types 1‐5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR will always be "1" regardless of Treatment Level. Remember that HLT systems are always pressure‐dosed, so no additional sizing reductions are given for Manufactured or Chamber distribution media for HLT systems. DISCLAIMER: the OWTS Regulations may limit sizing options based on types of systems, effluent application methods, treatment levels, etc. Not all of the sizing options shown in the calculated tables will apply to every system. These calculations must be verified by the design engineer. Enter Design Flow (gpd) 300 House size in sq ft 890 Minimum Tank Size 600 Enter Number of Bedrooms (including office(s), ADU, etc.) 2 Select LTAR 0.8 Flow Per Person 75 Select Effluent Application Factor 1 Enter Additional Flow in GPD 0 FOR HLT SYSTEMS w / ANY DIST. MEDIA See Distrbution Media Tabs below for design details T R E N C H S T A 300 B E D S T A 375 FOR TL1 w / GRAVEL DISTIRBUTION MEDIA CLICK HERE to go to / return to this TAB T R E N C H S T A 375 B E D S T A 450 FOR TL1 w / MANUFACTURED DIST. MEDIA CLICK HERE to go to / return to this TAB T R E N C H S T A 338 B E D S T A 405 FOR TL1 w / CHAMBER DISTRIBUTION MEDIA CLICK HERE to go to / return to this TAB T R E N C H S T A 263 B E D S T A 315 C H A M B E R D I S T R I B U T I O N M E D I A W O R K S H E E T The minimum required number of chambers are based on the wastewater flow, LTAR and method of effluent application entered inTAB 1. To change any of those parameters, such as using pressure dosing instead of siphons just click HERE to return to TAB 1 and make changes ‐ this sheet will automatically recalculate with that info. * NOTE: FOR HLT SYSTEMS ‐ WHICH MUST BE PRESSURE DOSED ‐ NO ADDITIONAL SIZING REDUCTIONS ARE PERMITTED FOR USE OF CHAMBERS PER SECTION 16.1.I FOR HLT EFFLUENT*INSTRUCTIONS: Determine the STA from the tables at left that reflects the STA type and T R E N C H S T A 300 wastewater TL and select it from the drop down list in the YELLOW box below: B E D S T A 375 375 FOR TL1 EFFLUENT T R E N C H S T A 263 B E D S T A 315 MINIMUM REQUIRED NUMBER OF UNITS ARE SHOWN IN TABLES BELOW ‐ FOR EQUAL EFFLUENT DISTRIBUTION THE NUMBER OF CHAMBERS IN EACH BED ROW OR TRENCH MUST BE EQUAL, WHICH MAY REQUIRE MORE CHAMBERS THAN SHOWN BELOW. DISTRIBUTION LINES ARE REQUIRED WITHIN THE CHAMBERS. ADS PIPE INC UNITS INFILTRATOR SYSTEMS INC UNITS Arc 18 (18" wide trench)54 Quick 4 Plus Standard 31 Arc 24 (24" wide trench)42 Quick 4 Plus Low Profile 31 Arc 36 27 Quick 4 Plus High Capacity 31 Arc 36 HC 25 RESERVED Arc 36 LP 27 RESERVED RESERVED RESERVED RESERVED RESERVED #rows #infiltrators/row Width of System (ft) Length of System (ft) Total Infiltrators Excavation Area (ft2) 1 32 3 128 32 384 2 16 6 64 32 384 3 11 9 44 33 396 4 8 12 32 32 384 5 7 15 28 35 420 6 6 18 24 36 432 7 5 21 20 35 420 8 4 24 16 32 384 9 4 27 16 36 432 10 4 30 16 40 480 11 3 33 12 33 396 12 3 36 12 36 432 13 3 39 12 39 468 14 3 42 12 42 504 15 3 45 12 45 540 16 2 48 8 32 384 17 2 59 8 34 472 18 2 63 8 36 500 19 2 66 8 38 528 20 2 70 8 40 556 21 2 73 8 42 584 22 2 77 8 44 612 23 2 80 8 46 640 24 2 84 8 48 668 Bed System 209 Tree Farm Drive Onsite Wastewater Treatment System Report Appendix D: Dosing Volumes Dosing Calculations Project Name: 209 Tree Farm Dr. Project Number: 2018-55 Date: 12/21/2018 By: AMR 1 Calculate total STA pipe length Variable Description Notes Number of Zones 1 Number of Laterals per Zone 4 Number of Infiltrators per Lateral 8 Number of Infiltrators 32 Llateral Lateral Length 32 ft = #infiltrators * 4 ft/infiltrator Ltotal-lateral Total Pipe Length Per Zone 128 ft 2 Calculate approach pipe system volume Pipe Material PVC Pipe Type Schedule 40 Lapproach Approach Pipe Length 20 ft φpipe Pipe Diameter 1.50 in According to manufacturer ID Pipe Inner Diameter 1.610 in According to manufacturer Vapproach Pipe Volume 0.283 cf = Ltotal*0.25* Π * (ID[in]/12)2 Vapproach Pipe Volume 2.1 gal = Vlateral [cf] * 7.48 gal/cf 3 Calculate manifold pipe system volume Pipe Material PVC Pipe Type Schedule 40 Lmanifold Manifold Pipe Length 2 ft φpipe Pipe Diameter 1.50 in According to manufacturer ID Pipe Inner Diameter 1.500 in According to manufacturer Vmanifold Pipe Volume 0.025 cf = Ltotal*0.25* Π * (ID[in]/12)2 Vmanifold Pipe Volume 0.2 gal = Vlateral [cf] * 7.48 gal/cf 4 Calculate lateral pipe system volume Pipe Material PVC According to Eagle County Regulations Pipe Type Schedule 40 Lmanifold Total Lateral Pipe Length 128 ft φpipe Pipe Diameter 1.50 in According to manufacturer ID Pipe Inner Diameter 1.500 in According to manufacturer Vlateral Pipe Volume 1.571 cf = Ltotal*0.25* Π * (ID[in]/12)2 Vlateral Pipe Volume 11.7 gal = Vlateral [cf] * 7.48 gal/cf 5 Calculate total pipe volume Vtotal Total Pipe Volume 14.0 gal = Vapproach + Vmanifold + Vlateral 6 Calculate dosing/pumping volume required φvault Height 4.08 ft Second chamber (max water elevation) φvault Width 5.00 ft Second chamber φvault Length 2.46 ft Second chamber V/ftchamber Volume of Chamber Per Foot 92 gal/ft According to details and manufacturer Vdosing Estimated Dosing Volume 98.34 gal Rule of thumb, 5-7 times STA piping system volume Hcalculated Calculated Operating Depth 1.07 ft = Vdosing / V/ftchamber Hcalculated Calculated Operating Depth 12.83 in = Hcalculated [ft] * 12in/ft Hactual Actual Operating Depth Drawdown 13.00 in Vdosing Actual Dose Volume 100 gal = V/ftchamber * Hactual QADF Average Daily Flow 300 gpd QADF Average Flow 0.21 gpm QPHF Peak Hourly Flow 1.04 gpm = 5 time peaking factor Qpump Pump Flow 34.0 gpm tdrain Drain Time 2.93 min = Vdosing / Qpump tfill-ADF Fill Time @ ADF 478.10 min Vdosing/QADF, Less than 1 hour tfill-PHF Fill Time @ PHF 95.62 min Vdosing/QPHF 7 Calculate pump starts per hour tcycle-ADF Cycle Time @ ADF 481.03 min =tdrain + tfill-ADF tcycle-PHF Cycle Time @ PHF 98.55 min =tdrain + tfill-PHF Pump Starts per Hour ADF 0.12 = 60 min/hour /tcycle-ADF Pump Starts per Hour PHF 0.61 = 60 min/hour /tcycle-PHF Hmin pump submergence Min recommended (per pump manufacturer)25.00 in P:\2018\55-209 Tree Farm Drive\05-Calcs\OWTS\STA calculator_209 Tree Farm.xlsx Printed: 12/21/2018 Page 1 of 1 209 Tree Farm Drive Onsite Wastewater Treatment System Report Appendix E: Pump Curves Pump Selection for a Pressurized System - Single Family Residence Project 209 Tree Farm Drive 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 1.50 20 40 1.50 None 2 2 40 1.50 4 32 40 1.50 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 36 15.6 4 0.1 2.5 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 0.7 0.3 0.0 0.0 0.0 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 To ta l V ol um e 2.1 0.2 13.5 15.9 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 15.6 8.1 gpm feet 0 20406080 0 20 40 60 80 100 120 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 220V 1Ø 50Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: 209 Tree Farm Drive Onsite Wastewater Treatment System Report Appendix F: Product Information Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-4 Rev. 3.1, © 05/17 Page 1 of 3 PF Series 50-Hz, 100-mm Submersible Effluent Pumps Technical Data Sheet Applications Our 50-Hz, 100-mm Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools. Orenco’s Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed-bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run-dry capability with no deterioration in pump life or performance • Patented 3-mm (1⁄8-in.) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • TRI-SEAL™ floating impeller design on 0.6 and 1.9 L/sec (10 and 30 gpm) models; floating stack design on 3.2 and 4.7 L/sec (50 and 75 gpm) models • Type SOOW 600-V motor cable • Torque locks available for all pump models • Liquid end repair kits available for better long-term cost of ownership Standard Models See the specifications chart on page 2 for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF(50HZ)- Nominal flow, L/sec (gpm): 10 = 0.6 (10) 30 = 1.9 (30) 50 = 3.2 (50) 75 = 4.7 (75) Pump, PF Series, 50-Hz model Phase: 1 = single-phase 3 = three-phase Voltage, nameplate: 2 = 220 4 = 380 Kilowatts (hp): 05 = 0.37 (½) 07 = 0.56 (¾) 10 = 0.75 (1) 15 = 1.11 (1½) Cord length, m (ft): Blank = 3 (10) 20 = 6 (20)* 30 = 9 (30) 50 = 15 (50) * 6-m cords are available only for single-phase pumps through 1.11 kW Franklin Super Stainless Motor Franklin Liquid End Discharge Connection Bypass Orifice Suction Connection Powered by Contractor Specified Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-4 Rev. 3.1, © 05/17 Page 2 of 3 Technical Data Sheet Pump Model PF(50HZ)100512 0.6 (10) 0.37 (0.50) 1 220 220-240 3.9 4.1 6 1 ¼ in. GFP 584 (23.0) 432 (17) 12 (26) 300 PF(50HZ)100532 0.6 (10) 0.37 (0.50) 3 220 220-240 1.8 1.8 6 1 ¼ in. GFP 584 (23.0) 432 (17) 12 (26) 300 PF(50HZ)100534 0.6 (10) 0.37 (0.50) 3 380 380-415 1.1 1.1 6 1 ¼ in. GFP 584 (23.0) 432 (17) 12 (26) 300 PF(50HZ)100712 4, 5 0.6 (10) 0.56 (0.75) 1 220 220-240 6.2 6.2 9 1 ¼ in. GFP 658 (26.8) 432 (17) 14 (30) 300 PF(50HZ)100734 4, 5 0.6 (10) 0.56 (0.75) 3 380 380-415 1.6 1.6 9 1 ¼ in. GFP 658 (26.8) 432 (17) 14 (30) 300 PF(50HZ)101512 5, 6 0.6 (10) 1.11 (1.50) 1 220 220-240 10.5 11.4 18 1 ¼ in. SS 1003 (39.5) 559 (22) 21 (46) 100 PF(50HZ)300512 1.90 (30) 0.37 (0.50) 1 220 220-240 4.1 4.1 4 1 ¼ in. GFP 572 (22.5) 483 (19) 12 (26) 300 PF(50HZ)300532 1.90 (30) 0.37 (0.50) 3 220 220-240 1.8 1.8 4 1 ¼ in. GFP 572 (22.5) 483 (19) 12 (26) 300 PF(50HZ)300534 1.90 (30) 0.37 (0.50) 3 380 380-415 1.1 1.1 4 1 ¼ in. GFP 572 (22.5) 483 (19) 12 (26) 300 PF(50HZ)300712 1.90 (30) 0.56 (0.75) 1 220 220-240 6.1 6.1 5 1 ¼ in. GFP 630 (24.8) 483 (19) 13 (29) 300 PF(50HZ)301012 1.90 (30) 0.75 (1.00) 1 220 220-240 7.4 7.4 7 1 ¼ in. GFP 721 (28.4) 508 (20) 15 (32) 100 PF(50HZ)301512 4, 5 1.90 (30) 1.11 (1.50) 1 220 220-240 9.3 9.3 8 1 ¼ in. GFP 899 (35.4) 610 (24) 18 (40) 100 PF(50HZ)500512 3.20 (50) 0.37 (0.50) 1 220 220-240 4.0 4.0 2 2 in. SS 516 (20.3) 635 (25) 13 (29) 300 PF(50HZ)500712 3.20 (50) 0.56 (0.75) 1 220 220-240 6.3 6.4 3 2 in. SS 602 (23.7) 635 (25) 14 (30) 300 PF(50HZ)501012 3.20 (50) 0.75 (1.00) 1 220 220-240 7.3 7.4 4 2 in. SS 686 (27.0) 660 (26) 16 (35) 100 PF(50HZ)501034 3.20 (50) 0.75 (1.00) 3 380 380-415 2.1 2.1 4 2 in. SS 686 (27.0) 660 (26) 16 (35) 300 PF(50HZ)501512 3.20 (50) 1.11 (1.50) 1 220 220-240 9.1 9.1 5 2 in. SS 826 (32.5) 762 (30) 19 (42) 100 PF(50HZ)751012 4.70 (75) 0.75 (1.00) 1 220 220-240 7.3 7.3 4 2 in. SS 762 (30.0) 686 (27) 15 (32) 100 PF(50HZ)751032 4.70 (75) 0.75 (1.00) 3 220 220-240 3.5 3.5 4 2 in. SS 762 (30.0) 686 (27) 14 (30) 300 PF(50HZ)751034 4.70 (75) 0.75 (1.00) 3 380 380-415 2.1 2.1 4 2 in. SS 762 (30.0) 686 (27) 14 (30) 300 1 GFP = glass-filled polypropylene; SS = stainless steel. The 1 ¼-in. NPT GFP discharge is 2 7⁄8 in. octagonal across flats; the 1 ¼-in. NPT SS discharge is 2 1⁄8 in. octagonal across flats; and the 2-in. NPT SS discharge is 2 7⁄8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 3-m (10-ft) cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass-filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 0.6- and 1.90-L/sec models; 3.20-L/sec impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 11 mm (7/16 inch) hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 220 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.11 kW (1.5 hp) have built-in thermal overload protection, which trips at 95-105˚ C (203-221˚ F). Design flow, L/sec (gpm)Rated cycles/dayWeight, 3 kg (lb)Length, mm (in.)ImpellersMax ampsDesign flow ampsNameplate voltagePhaseKilowatts (hp)Actual voltageMin. liquid level, 2 mm (in.)Discharge size and material 1Specifications The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover 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. © 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0816 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES, LLC (“INFILTRATOR”) Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural integrity of each chamber, endcap, EZflow expanded polystyrene and/or other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original pur- chaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installa- tion of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/ or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the instal- lation instructions; failure to maintain the minimum ground covers set forth in the installation instruc- tions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different war- ranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" C-102UTILITY PLANROARING FORK ENGINEERING 592 HIGHWAY 133 CARBONDALE COLORADO, 81623 PH: (970)340-4130 F:(866)876-5873CHECKED BY:#DESCRIPTION DATE DRAWN BYCONSTRUCTION DRAWN BY:JOB #:Of 6209 TREE FARM DRIVE EAGLE COUNTY, COLORADO 2018-55FORSWWAMR1 EAGLE COUNTY PERMIT SET 10.22.2018 SWW 2 EAGLE COUNTY OWTS COMMENTS 12.21.2018 SWW ···········ROARING FORK ENGINEERING 592 HIGHWAY 133 CARBONDALE COLORADO, 81623 PH: (970)340-4130 F:(866)876-5873CHECKED BY:#DESCRIPTION DATE DRAWN BYCONSTRUCTION DRAWN BY:JOB #:Of 6209 TREE FARM DRIVE EAGLE COUNTY, COLORADO 2018-55FORSWWAMR1 EAGLE COUNTY PERMIT SET 10.22.2018 SWW 2 EAGLE COUNTY OWTS COMMENTS 12.21.2018 SWW C-502OWTS DETAILS