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HomeMy WebLinkAboutSubsurface Investigation and OWTS Design Report 05.01.2016t ALL SERVICE^ 33 Four Wheel Drive Rd Carbondale, Co 81623 970.309.3259 May 1, 2016 Project No. C1185 David Dodson ddodson@rof.net Subsurface Investigation and Onsite Wastewater Treatment System Design Van Rand Park Owner's Association Garfield County, Colorado David, ALL SERVICE septic. LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design to serve the Van Rand Park Owner's Association. The property is located outside of Glenwood Springs, in an area where OWTSs and wells are necessary. Revisions have been made to the initial design dated November 30, 2015. This design should be discarded and replaced with documents dating May 1, 2016. Legal Description: Lots 1-11, Van Rand Park Subdivision SITE CONDITIONS The existing septic tanks and soil treatment area (STA) serving the business park are experiencing problems and an upgrade to the OWTS is desired. There is a designated easement on Lot 10 of the Van Rand Park Subdivision. The easement measures 57 -feet (east and west) and 75 -feet (north and south). The proposed replacement OWTS must be entirely located within the designated easement. The easement slopes slightly to the south, toward the Roaring Fork River. The installation of the existing infrastructure is very deep, extending 10 to 12 -feet below grade. The existing plastic septic tanks will be removed and the existing soil treatment area (STA) will be removed in the area of the new STA and abandoned in place if outside the area of excavation. Environmental Services, Inc. (ESI) of Carbondale, Colorado was retained by Van Rand Park Association to evaluate the soil, intended to be excavated from the site's existing STA, necessary for construction of a proposed onsite wastewater system. ESI's evaluation was intended to: 1) Characterize selected soil samples representative of the overburden positioned less than 12 feet above the reported depth of the STA effluent laterals. This material has been evaluated for potential off-site use as fill material that could eliminate landfill costs. 2) Underlying soil, at depths greater than 12 feet, has been evaluated for potential disposal, as a Special Waste, at South Canyon Landfill. ESI has prepared a Request for Disposal Report for submission to South Canyon Landfill necessary to dispose the site's soil as a Special Waste. Page 2 Table 1 outlines each lot within the Van Rand Park, current businesses, and approximate number of full time employees for each business at the time of this design. An asterisk (*) reflects either a portion of the plumbing or all is served by an OWTS separate from the common, proposed OWTS. Table 1 LOT # Type of Business Approx. Number of 8 -hour employees Lot 1* Equipment Rental 1 Lot 2* Ferguson (entirely on separate OWTS) 0 Lot 3* Outwest Drywall 7 Lot 4* Professional Autobody 13 Lot 5 Farmers Welding 6 Lot 6 & 7* UPS 60 Lot 8 Dodson Enterprises 10 Lot 9 Roto -Rooter 16 Lots 10 & 11 ProBuild 14 A shared well serves potable water to all of the structures within the subdivision. This well is located on Lot 9, greater than 50 -feet from the proposed septic tanks and greater than 100 -feet from the proposed STA. Historic water meter readings are enclosed and record an average of 900 gallons/day. For purposes of this design, we are estimating an average of wastewater flow of 1000 gallonslday. Continued water meter readings are required to assure the OWTS does not exceed the maximum design flow of 1000 gallonslday. If 1000 gallons/day is reached, the OWTS is not designed to handle excess flow and Garfield County must be notified. State of Colorado, Office of the State Engineer Well Permit Number 036168-F documents this well. The well was originally drilled in 1988 to a depth of 115 -feet In 2000. the well was drilled to a depth of 140 - feet. Documents regarding the well are enclosed. While higher level treatment is recommended, conversations with Andy Schwaller with Garfield County Community Development department indicated higher level treatment will not be required by the local public health agency. SUBSURFACE The subsurface was investigated on November 16. 2015 by digging one soil profile test pit excavation (Test Pit). The Test Pit was excavated just outside of the easement so as not to disturb the existing STA. The Test Pit was explored to a maximum depth of 16 -feet. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in the Test Pit consisted of moist, medium brown sandy loam to 4.0 -feet, underlain by reddish brown, moist, loamy sand to 9 -feet, underlain by reddish brown sand to a maximum depth of 16 -feet. No bedrock or groundwater was encountered. Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 A tactile analysis of the soils was taken from Test Pit at 4 -feet below grade. The soil formed a ball and a ribbon less than 1 -inch before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. Another analysis of the soils was taken at approximately 9 -feet below grade. The soil formed a ball, but no ribbon. Soil structure shape was blocky to granular, soil structure grade was moderate, and consistence was friable to loose. STA sizing is based on Soil Type 1, Loamy Sand with blocky to granular structure type and moderate structure grade. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 1 presented in Garfield County On -Site Wastewater Treatment System Regulations the, adopted April 14, 2014. Test Pit Beginning of Test Pit to 4 -feet ae' .• 77i . s' . Sample from approximately 4 -feet Test Pit to approximately 9 -feet t Test Pit to max depth explored of 16 -feet Page 4 Page 5 DESIGN SPECIFICATIONS The existing septic tanks will be pumped and removed, and the existing STA removed in the area of the excavation for the new seepage pit (see instructions from Environmental Services, Inc. regarding their Request for Disposal Report for submission to South Canyon Landfill necessary to dispose the site's soil as a Special Waste. Any existing portion of the STA not within the excavation may be abandoned in place. Design Calculations: Average Design Flow = 1000 GPD LTAR = 0.8 GPD/SF 1000 GPD / 0.8 GPD = 1250 SF seepage pit (not including bottom areal) The new OWTS design will consist of a 48 -inch diameter vault with a man -way for access. Duplexing 1/2 horsepower 2 -inch minimum solids handling pumps must be installed in the vault. A control panel with an audible and visual alarm must be installed within line of sight of the pump vault. Elevation of the inlet into the vault will be determined by the elevation of the existing sewer line(s). Exact elevation must be confirmed prior to ordering the vault. Effluent will be pumped up to a 2000 -gallon, single -compartment septic tank. Effluent will gravity flow to an additional 2000 -gallon, two-compartment septic tank with an effluent filter on the outlet tee. From the septic tanks, effluent will gravity flow to a distribution box, which must be accessible from grade. All septic tank lids should be vented with a carbon filter. Orenco® distributes a vented lid; however, no specifications are available. Pump vault, septic tanks, and distribution box must be placed in a non -traffic area. The seepage pit will be placed in an area subject to heavy machine traffic. All three 4 -inch diameter sewer lines exiting the distribution box must be a minimum Schedule 80, and bedded appropriately. Flow Equalizers (or similar) product should be installed on the exiting sewer pipes, if needed. Excavation for the seepage pit must be 35 -feet long (east and west), 18 -feet wide (north and south), and a minimum of 12 -feet deep below the inlet pipes, The bottom of the excavation must be filled with 6 - inches of diameter cleaned screened rock, Three 4 -foot diameter perforated manhole rings will be equally distributed within the seepage pit excavation (see W3.0 and W4.0). Manhole rings must be surrounded by %-inch diameter cleaned screened rock, compacted in 2 -foot lifts with a vibratory plate compactor. Cast iron extensions and cast iron lids must be utilized to bring the manhole rings of the seepage pit to grade for access, HP Geotech has reviewed proposed OWTS design for surface loading associated with lumber storage and truck traffic in the ProBuild lumber yard over the proposed STA HP Geotech recommendations have been documented in a letter dated April 19, 2016, Job No. 116 051B (enclosed). A summary of these recommendations are as follows;. • The 6 -inch bed of gravel below the proposed 4 -foot diameter concrete rings must consist of'/- inch CDOT Class 6 road base. • The proposed screened rock fill should consist of/4-inch screened rock compacted in 2 -foot lifts with a vibratory plate compactor. • Mirafi RS580i woven geosynthetic fabric should be placed over the screened rock. 2 The bottom area of the seepage pit is not included in the infiltrative area calculations. If this area would be allowed to be used under future regulations, it would add 630 square feet of infiltrative area, for a total of 1902 square feet of total infiltrative area. Page 6 • The proposed fill material placed over the Miraf RS580i should consist of compacted CDOT Class 6 road base. All road base should be compacted to at least 95% of the maximum Standard Proctor density at moisture content near optimum. • The proposed upper layer of geogrid placed over the first layer of road base should consist of BX1100 biaxial geogrid or Tensar 140 Triaxial geogrid. • 1 -foot of cover material over the geogrid should consist of compacted CDOT Class 6 road base. • Line the sides of the seepage pit with filter fabric or other "grade separator" type of material to reduce the likelihood of sinkholes. The final bullet point recommendation from HP Geotech is not able to be implemented due to non- compliance with the OWTS Regulation. Utilizing a grade separator material between the native soil and screened rock would negate the infiltrative area. Separator material may be utilized from the top of the seepage pit to just above the inlet pipe. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, altemating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area, No heavy equipment, machinery, or materials should be placed on backfilled STAs, Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS_ For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS_ The OWTS is engineered for domestic waste only. Page 7 ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC eah (a_ oss-thtAs Carla Ostberg, MPH, RENS Reviewed By: Scale: Not to Scala 0 I� L MO MI UP MEM �N DRAW NGS MUST BE USED IN1 CONJUNCTION WITH DESIGN LETTER DATED 05101!18 say ir *ON avsil Nw.Yi:n . e._u : .�: X +/ LUI IU / �. LEC TR. OU TL TELEPHONE PEDESTAL \_\REB AR AND CAP LS M5933 11111111 i 0' 10' 20' Scale: 1' - 20'-0' SEWER CLEAN-OUT IN •MNG SEWER NES FROM BUSINESSES 48' DIA x 11' DEEP CONCRETE VAULT WITH SOLIDS HANDLING PUMP O EXISTING OWTS CONDITIONS LOT �O LUMBER STORA¢E AREA UTILITY ESM T. BK525/PG28 EXISTING ST1s WAGE TREATMEN1 ESM T. PER PLAT REC. #2651771 POWER POLE --\ W/GUY WIRE 35' x 18' x 12' DEEP SEEPAGE PIT W.TH 4' DIA PERFORATED CONCRETE RINGS TEST PIT #1 4' DIA SCH-80 PVC PIPE (MIN 1% SLOPE TO PIT) DISTRIBUT. ON BOX TO 2000 -GALLON, , GRADE SINGLE -COMPARTMENT, 4' DIA SCH-40 PVC PIPE CONCRETE SEPTIC TANK (MIN 1% SLOPE TO D•BOX) 4' DIA SCH-40 PVC PIPE (MIN 1% SLOPE TO TANK) 2000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON OUTLET TEE 141‘") 2 PROPOSED OWTS ALL �n6f 33 Four Wheel Drive Road Carbondale, Colorado 81823 6 Phone 070.309.5259 ceriareallservIceseptic.com Van Rand Park Owner's Association Lots 1.11, Van Rand Park Garfield County, Colorado Project Number C1185 Date: 05/01116 Designed By CBO Reviewed By: RHP Drawn By: MIG W2.0 Sheet 2 of 5 91110!50 mina \ -o 0 j ,§ E0 r 0 9 _0 �13 -logo )morp xp3.2 20w x0 g� 0 Ei 0 S k 6 [ 19. , B 22 SM §m0inn ,22 z ez 1 00 )( M §§ "00010) ..} nig kBk)§K ka -2 13 to x m 4k 11 0-511.8\ 8 0 3 x O 0 0 o§CO 2.co mrn r■ r -r §oA§ 7 CO z x k § 0 0 1.- A m xt k 0 m -I z A a a_ • 01 Q Op imoornft. wgmR� n nDrmmylm 73. 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Ing 5020 Cunt} Ro,iJ 154 Glum clod Springs, GJor3J11 61601 Phone- 970-945-7988 Fax 970.945 8.154 un uI lifigt.o@lirgeotccli.com Job No. 116 051B Subject: Evaluate Septic Design for Traffic, Lot 10, Van Rand Park, 7150 Marand Road, Garfield County, Colorado Dear Mr. Malehom: As requested by Carla Ostberg with All Service Septic, Hepworth-Pawlak Geotechnical, Inc. has evaluated the proposed septic design at the subject site for surface loading associated with lumber storage and truck traffic to be expected in the ProBuild lumber yard over the proposed septic system. Our conclusions are presented in this report. The services were performed in accordance with our agreement for professional engineering services to you, dated March 4, 2016. We have been provided with the Onsite Wastewater Treatment System Design by All Service Septic, dated November 30, 2015, Project No. C1 185. We previously investigated this area to evaluate the cause of "sinkholes" occurring in the current septic field within the lumber yard. Proposed System Design: The proposed septic system will consist of a pump vault, two in line septic tanks and a distribution box, located outside traffic areas, and a large seepage pit which will be located within the storage and traffic area of the lumber yard. The seepage pit is proposed to be about 15 feet deep and will be 46' by 57' in plan dimensions. The seepage pit media will be mostly screened rock (about 12 feet deep) underlying about 2 feet of "fill material". We assume the three cylindrical perforated manholes within the seepage pit will be traffic -rated. Recommendations for Seepage Pit: Due to the lumber yard use of the area over the seepage pit, including storage and traffic, we recommend the following additional construction specifications: 1. The 6 -inch bed of gravel proposed below the 4 -foot diameter concrete rings should consist of 3/4 -inch CDOT Class 6 road base. 2. The proposed screened rock fill should consist of 3/ -inch screened rock compacted in 2 foot lifts with a vibratory plate compactor. 3. The proposed "geogrid" placed over the screened rock should consist of Mirafi RS580i woven geosynthetic or equivalent. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 Van Rand Park Owners Association April 19, 2016 Page 2 4. The proposed "fill material" placed over the Mirafi RS580i should consist of compacted CDOT Class 6 road base. All road base should be compacted to at least 95% of the maximum Standard Proctor density at a moisture content near optimum. 5. The proposed upper "geogrid" placed over the first layer of road base should consist of BX 1100 biaxial geogrid or Tensar I40 Triaxial geogrid. 6. The 1 foot of "cover" material over the geogrid should consist of compacted CDOT Class 6 road base. 7. Due to the previous "sinkholes" that were attributed to ground loss of overburden soils into the open graded screened rock in the existing septic system, we recommend that at least the sides of the excavation for the seepage pit be Tined with a filter fabric or other "grade separator" type material to reduce the likelihood of future sinkholes. Provided the above recommendations are implemented, the proposed seepage pit should provide adequate support for the expected lumber yard traffic. The recommendations submitted in this letter are based on our understanding of the proposed septic design and our previous experience at this site. The risk of movement may be greater than indicated in this report because of possible variations in the subsurface conditions. We should observe the excavation conditions at the time of construction to verify our assumptions. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH -. PAWLAK GEQTECHNICAL, INC. er, ,o v�Q Daniel E. Hardin, P cc: Carla Ostberg (carla.ostbers@gmail.coorq) Job No. 116051B - al �9l00 c " -cc rv, 2 a Z.. 1, o 0 t74 cis to —11 11 H u 11 11 ci co: lo f8 2 ct ci (9, as M °-7-; --4-41 ii: ------3 0 . 14 1 a o 3e i 10 D tu 1- o Pte to U" A a c lin' po or - Ns IDA1t Pf,$vILI 48" MANHOLE PRODUCTS 18" Grade Adjustment Rings -6"- 24" -6"- ' 2"-3"-4"-6"-18" 36" - Heights Available L. 1 I:• 1 Flat Top 24" - • , 4 y/" 5 58" 58" - 6" - 24" — 58" 12" 48" 4 % 48" Cone Sections Height 18" w/24" Openings Riser Sections /aided (Weep - Base Sections 48" Steps 12" 0.0 5"r Solid Riser Vertical Heights 12"-24"-36"-48" 48" ID Base Vertical Heights 24"-36"-48 6"- 70" 8" , • ASTM C-478 • Steps, blackouts, coatings and boot options available • Different options and configurations available • 6000 psi concrete • Reinforced with welded wire • Precast grout inverts available upon request Flat Lid, 24" nII II II ,an r..: 34" , 58" - 48" 4 '/4" +. So. O 1. r :ro• 58" Vertical Heights 24"-30"-32" w/24" Openings Drywell Riser Vertical Heights 24"-36"-48" 48" ID Manhole Technical Sheet 12" SR 5" 58" 810 (2) .251n. hoops 95 gal 24"SR 5" 58" 1620 (2) .251n. hoops 36' SR 5" 58" 2430 (3) .251n. hoops 48' SR 5" 58" 3240 (3) .251n. hoops 24" DW 4.5" 57" 1280 (2) .251n. hoops 36' DW 4.5" 57" 1.920 (3) .251n, hoops 48' DW 4.5" 57" 2560 (3) .25in. hoops IT FT - 8' 58" 1620 (2)layers .l2in'grid 18 EC 5" 58" 1310 (2).25in.hoops 24' EC 5" 5" 58" 58" 1580 1895 (2) .251n. hoops {3) .25in. hoops 30'EC 32" EC 5" 58" 2050 (3).251n. hoops 24" Base 5" 8" Base 53'770" 4200 (2)layers .121n.=grid 36" Base 5" 8" Base 53770" 50I0 (2) layers .12 in.' rid 48"8ase 5" 8" Base 1 58770" 5820 (2) layers .12 in.2 grid p ITALLEY ,I PRECAST, Inc. • Service Website: www.valleyprec;astoom Email: frontdesk@valleyprecast.com Water & (719) 3954764 28005 Co. Rd. 317 Wastewater P.O. Bcor925 • Systems Fax {719) 395-3727 Buena Vista, 0081211 • Products Item # 2000T-1 CP 2000 Gallon Top Seam One Compartment DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft2 • f'c 0 28 days; concrete = 6,000 PS1 Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided Targe stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available • Secondary safety screen available with PVC riser • Option of pump or siphon installed ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" i'-0" 3'-0" 2' -0" 4'- 0" 3' - 0" 4' - 0" DRY 4' — 0" 162" Top View 78" Digging Specs Invert 15' Long x 8' Wide 56" below inlet invert Inlet 56" Dimensions Outlet 53" Length 162" Width 78" Section View Net Net Weight Capacity Lid 1 Tank Total Height --- 68" 2,142 gallons 5,420 lbs 15,140 lbs 20,560 lbs Water & (7191,3954764 28005 Co. Rd. 317 Wastewater P.O. Bax�5 VALLEY • Pr d� Fax: (719) 395-3727 Buenavisa, CO 81211 cts 0 PRECAST, Inc. • service Webslte: www.valleyprecastcom Email: frontdesk@valleyprecast.com Item # 2000T-2CP 2000 Gallon Top Seam Two Compartment DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft= • f c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or 78" pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed 1 Jr • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available • Secondary safety screen available with PVC riser • Option of pump or siphon installed 162" ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" t' — 0" 3' — O" 2'-0" 4'-0' 3'-0" 4'-0" DRY 4" — 0" Top View Digging Specs Invert 15' Long x 8' Wide 56" below inlet Dimensions Net Capacity 957" Inlet Outlet Length Width Height Inlet Side Outlet 56" 53" 162" 78" 68" 1559 gal 507 gal Section View Net Weight Total Lid Tank 1 Total 2066 gal 5420 lbs 15530 lbs 20950 lbs ass,. 1 Water &(7'f$) 3954764 28005 Co. Rd. 317 Wastewater P.O. Bat 925 VALLEY • Systems Products Fax. (719) 395-3727 Buena Vista, 00 81211 U PRECAST, Inc. • Penrice Website: www.valleyprecastom Email: trontdesk@valleyprecastcom Residential Biotube® Effluent Filters Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent Targe solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter ° 9 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Filter" 8 -in. ;`200 -mm) Base Inlet Filter 4 -in (100 -mm) Insert Filter • Orenco'ssuperior efflue it filters resist c1o. ing better than all other brands. Our stan- dard, full-sized 4 -int. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) BiotubeJr., at half the size of our standard model, has more filtering capacity than the fill -sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. • Covered by patens numbers 5.492.635 and 4.439.32' To Order Call your nearest Orenco Systems", Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and dick on "Distributor Locator." APS -FT -1 Rev. 3.4 0 ti/10 Orenco Systemse, Inc. Standard Features & Benefits • Has 5-10times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. 1t o Orenco Systems Incorporated Changing the 11;ty the World Does W,uteu pater www.orenco.com Nomenclatures 4 -in. Biotube Fitter (standard) F'000400-000 I Options: Blank = no options M = flow modulation plate instal ed A = float bracket attached Cartridge height: 28" and 36' are standard Housing height 36` and 44" are Standard Fitter diameter 'inches: W fits Type 3034 outlet pipe 5 = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtrat on Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FTf08 22-14 B iOptions. A = float bracket FS = 2' outlet orifice FSO = 2' outlet orilice and overflow plate" Base Inlet model Carty dge height' 14' standard Housing height: 22' standard Fille diameter cinches; 08 = 8' Blank = 1/8' fltrat on P 1/16" filtration Biotube effluent titter series ' Also available with coupling and sleeve as a 'kir FT•OVERFLOWKIT 4 -in. Biotube Jr (includes cartridge and housing) Fr J 0 004 18 i OptiBlaons: nk = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inchesh Filler diameter (inches) W = tits Type 3034 outlet tee S = lits Schedute 40 outlet lee Blank = 1/8" filtration P = 1116" filtration Junior series Biotube effluent filter series 4 -in. Biotube Filter Insert (cartridge only` FT 004 18 -0- 1Por customized options e g NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = lits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (inches) Blank = 1/8" filtration P = 1116" filtration Insert Biotube effluent utter series ' 4 -in. Biotube Effluent Fitter 4 -in. Biotube Jr. Extendible PVC handle Stainless steel set screws Top seal plate --- Air JAir vents —�~ Biotube filter cartridge Filter housing --- Distributed By: — Riser wall Tank wall Item # DBox 8C Concrete Distribution Box (1 inlet, 7 outlets) & Riser Top View End View Riser Section 28" 15" 12" Side View 12" End View Section View 28" \1Y2' Lid View • 6000 PSI Concrete • 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports • Connectors cast into the box • 12" Riser available Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs VT/VALLEY Water & Wastewater • Systems • Products ❑ PRECAST, Inc. • Service (7'[9) 395.6784 28005 Ca Rd. 317 P.O. Bac Buena Vista Fax (719) 395-3727' {;081211 Webslte: www.valleyprecast.com Email: frontdesk@valleyprecastcom L Item # CI -GR Cast iron Extension Rings 1.5" Extension Ring 45 Ibs 2" Extension Ring 58 lbs 24" 1 1.5" 24" 3" Extension Ring 72lbs 24" r a 3" r WWWastewater r w (719) 3954764 P28005 Co. Rd. .O. Box s 317 • SystemsaterQ _VALLEY • Products Fax: (719) 395'3727 BA Bc1 ista, CO 81211 ri PRECAST, Inc, • service website: www.valleypr .corn Emall: frontdesk a©valleyprecastcom TENCATE Mirafi® Mirafi° RS580/ TENCATE GEOSYNTHETICS Americas Mirafi® RS580i is a revolutionary geotextile created from super high -tenacity polypropylene filaments formed into an innovative weave to provide superior reinforcement strength and soil interaction integrated with high water flow and soil retention capabilities. TenCate Geosynthetics Americas quality control testing laboratories are accredited by a2La (The American Association for Laboratory Accreditation) and Geosynthetic Accreditation Institute Laboratory Accreditation Program LGAI-LAP). Performance Properties Test Method Unit Typical Roll Value Minimum Average Roll Value Tensile Modulus @ 2% strain (CD) ASTM D4595 lbs/ft (kN/m) 108,000 (1576) 90,000 (1313) Tensile Modulus @ 5% strain (CD) ASTM D4595 lbs/ft (kN/m) 100,800 (1471) 87,600 (1279) Flow Rate ASTM D4491 9allmu 1ft2 (1/min/m2) 90 (3667) 75 (3056)3 Permittivity ASTM D4491 sec-' 1.2 1.03 Pore Size 095 ASTM D6767 microns 350 Pore Size 050 ASTM D6767 microns 185 Interaction Coefficient' ASTM D5321 -- 0.93 Index Properties _ Test Method Unit Typical Roll Value Minimum Average Roll Value Apparent Opening Size (AOS) ASTM D4751 U.S Sieve (mm) 50 (0.30) 40 (0.425)2 Factory Seam Strength ASTM D4884 lbs/ft (kN/m) 3000 (43.8) 3 UV Resistance (at 500 hours) ASTM D4355 % strength retained 9Q3 Interaction Coefficient value is for sand or gravel based on testing conducted by SG1 Testing Services. ASTM 04751 AOS is a Maximum Opening Diameter Value Minimum Test Value Physical Properties Unit Roll Sizes Roil Dimensions (width x length) _ ft (m) 15 x 300 (4.6 x 91) 17 x 300 (5.2 x 91) Roll Area yd2 (m2) 500 (418) 567 (474) Interaction Coefficient (ASTM 06706) is not covered by our current A2LA accreditation U.S Patent 8,333,220 and 8,598,054 TenCate Mrrafi and the color ORANGE used rn connection with geosynthetic or geoteel,te products are registered and/or unregistered trademarks of Nrcolon Corporation Disclaimer, TenCate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the purchaser TenCate disclaims any and all express implied. or statutory standards, warranties or guarantees including without limitation any implied warranty as to merchantabifty or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information fumished herewith, This document shou'd not be construed as engineenng advice Mrraf` s a registered trademark of Nicolon Corporation Copyright O 2015 Nicoton Corporation All Rights Reserved FGS000703 ETQR15 0.trrs GAI.LAP•23.97 Toting lab 1291 01 & I24r 02 )Tensar TriAx3 (TX) Geogrids provide soil reinforcement that offers a predictable, cost-effective solution. ralkiWa FI2117Arliii64"5" rgarial 11.40011114 r�r��r� Tensor'' Geogrids Tensar" TriAx° (TX) Geogrids stand the test of time, offering outstanding performance due to their stiff interlocking capability. Far more information, visit www.tensarcorp.com. Introduction When weak subgrade, heavy Toads, thick fill layers, high structural fill costs, contaminated subgrades or shallow utilities disrupt your construction schedule or budget. Tensar° TriAx° (TX) Geogrids can provide the best solution Not only does this system allow access and construction for less than ideal situations, it also offers a predictable engineered solution. This solut on relies on Tensar TriAx Geogrids and crushed aggregate base acting together to create a stronger composite structure, which increases the performance of the underlying subgrade or aggregate base course Tensar TriAx Geogrids have proven their performance and cost -efficiency in thousands of applications Over soft ground, TriAx Geogrids improve the so I's effective bearing capacity by distributing app.ied loads more widely. similar to the way a snowshoe supports a man's weight over soft snow (Image 1) Over firmer ground geogrids stiffen and 2 inter ock with fill materials by confining aggregate partic es within their apertures. thus yielding a stronger component for increased serviceability and durability The subgrade stabilization and pavement optimization applica- tions, and their primary mechanisms, are predetermined by ground or foundation support. Proper geogrid installation is a so based on subgrade strength We use California Bearing Ratio (CBR) to quantify this important variable Tensar TriAx Geogrids are used to minimize aggregate fill requirements, reduce or eliminate undercut. improve compactionserve as a construction platform and extend service life These features depend upon proper installation as described in this guide 'This guide cannot account for every possible construction scenario, but It does cover most applications. If you have questions regarding a specific project, call 200-TENSAR4 or visit www.tensarcorp.com. WAGE a. The Snowshoe Effect - Tensar TriAx Ceogrlds distribute heavy loads over soft soils just like a snowshoe supports the weight of a mon over soft snow. roll width (transverse) Tensor' TriAx" Geogrids have a triangular aperture structure. roll length (longitudinal) 1. Getting Started ► When placing an order, communicate all pertinent project and/or application criteria. including certification requirements, if any, to your Tensar International Corporation (Tensar) representative. It is normally advisable to schedule a pre -construction meeting with this representative and any other appropriate parties at this time. ► Upon delivery, check the geogrid roll labels to verify that the intended product has been received For instance. TX140 and TX160 Geogrids have a similar appearance, but different structural characteristics so the distinction is important Inspect the geogrid to ensure it is free of any flaws or damage that may have occurred during shipping or handling If variable roll widths are supplied please confirm that the correct quantities have been delivered Tensar Geogrid rolls are assigned distinct nomenclature to distinguish wide rolls from narrow rolls • TX1305-475 (131 ft) • TX140-475 (13.1 ft) • TX140-375 (9.8 ft) • TX160-475 (131 ft) • TX160-375 (9.8 ft) "Additional roll characteristics carr be found on poge 9 of this guide under "Tensar Ceogrid Rol! Characteristics." IMAGE 2: Storing the Tensor Geogrid rolls horizontally. ► Store Tensar Geogrid rolls in a manner that prevents excessive mud wet concrete, epoxy or other deleterious materials from corning in contact with and affixing to the geogrid. Store geogrids above -20°F (-29°C) and avoid handling below 14"F (-10°C) - the glass -transition temperature for polypropylene used in TX Geogrids Tensar Geogrids may be stored uncovered for up to six months in direct exposure to sunlight without any loss in certifiable structural properties (contact Tensar if longer exposure is anticipated). Tensar Geogrids may be stored vertically (rolls stood on end) or, typically, horizontally in stacks not exceeding five rolls high (Image 2). ✓ Anticipate potential issues and resolve them with Tensar prior to construction To contact the local Tensar representative for your area, call 800 TENSAR-1 3 4 2. Site Preparation ► Clear, grub and excavate (if necessary) to the design subgrade elevation. stripp ng topsoil. deleterious debr 5 and unsuitable materia from the s to For very soft soi (CBR < 0 5). it may be beneficial to minim.ze subgrade disturbance and leave root mats in place cutting stumps and other projecting vegetation as close and even to the ground surface as practica' (Tab'e 1) Fcr moderately competent soils (CBR 2), t may be prudent to lightly proof roll the subgrade to ocate unsuitab'e materials When possible, backdrag to smooth out any ruts. ► Smooth grade and compact the soi s using appropriate compaction equipment. Swampland, peat muskeg or marshes may be difficult to smooth grade and/or compact In these situations create a surface that is as uniformly smooth as possible Grade or crown the surface for posit ve drainage away from the construction zone NOTE: Routine construction procedures are normally recommended for site preparation. Special measures are rarely required to accommodate TensorGeogrids. ► Place the rolls of Tensar® Geogrid" in position cut the roll bands and manually unroll the material over the prepared surface ( mage 3). In subgrade stabilization improvement applications this surface will always be the subgrade. In pavement optimization applications, it may be the subgrade. the subbase or at an elevation (e g middepth) within the aggregate base course ► Fine grained non -cohesive soils such as si is present unique chal,enges, especially with the presence of excessive moisture. Tensar recommends that a Tensar representative be contacted so that site conditions can be analyzed to ensure that geogrid performance is optimized "Tensor manufactures several different types of geogrids. Selection and optimization depends on structural performance requirements, subgrade and fill parameters, economic considerations and local availability. Summary of Tensar" Geogrid Installation Parameters Subgrade Strength CBR -EO 5 0ScCBR s2 2SCBRs,4 4-1:CBR Clear All Vegetation? N Usually Y Y Geogrid Orientation' TOrL L L L Geogrid Overlap' aft 2-3ft 1-2 ft 1ft Nylon Zip Ties? Y N N NOTES: 1. Summary is a generalized presentation; see text for specifics 2. Y = Yes, normally required. N = No, normally not required. 3. Geogrid Orientation (loll axis in relation to traffic): T = Transverse. L = Longitudinal_ 4 Genera! Geogrid Overlap Rule: Overlap = 3 ft far CBR S 1; Overlap =1 ft for CBR 24, interpolate between S. Direct Traffic pertains only to conventional rubber -tired equipment. S. Analysis Required = Geotextile required only if filtration criteria is not met by aggregate fill TA OLE T Direct Traffic?' N N Limited Y Geotextlle?' Analysis Aeq'd Analys 5 Req d Analysis Req'd N 3. Placing and Overlapping Geogrid P. Unroll the geogr d in the direction of travel so that the long axis of the roll ie parallel with channelized traffic patterns For very soft subgrades (CBR < 0.5). unrolling geogrid transverse.y or perpendicular to the roadway embankment alignment may be preferred, particularly if lateral spreading and separation of overlaps is a concern (Table 1) ► Overlap adjacent rolls a'ong U*eir sides and ends in accordance with Table 1 • Overlap ('sh ngle ") geogrids in the direction the fill placement will be spread (Image 4) to avoid "peeling' of geogrid at overlaps by the advancing fill To expedite "shingling consider placing rolls at the far end of the coverage area first and work toward the near end from where the fil will be advanced Weaker subgrades that are easily rutted with conventional construction traffic w II requ re an end -dumping" operation Please refer to page 7 Dumping and Spread ng Aggregate Fi I" for more information ► Adjacent geogrid rolls are not normally mechanica ly connected to one another, particularly if fill is placed and spread as descr bed herein (Table 1) A notable exception is over very soft subgrades (CBR < 0 5) where nylon cab e ties (or 'zip ties") can be effective in helping maintain overlap dimensions These ties are not considered structural connections but rather construction aids In most app ications their use is not required ► Cut and overlap the geogrid to accommodate curves (Image 5). Cutting may be done with sharp shears a knife-like implement or handheld power 0 e . 'cutoff ) saws (Image 6) (Wear appropriate safety equipment such as gloves and eye protection ) Cut grid to conform to manhole covers and other immovable protrusions ► Place geogrids n daily work sections so that proper a'ignment is ma ntained ► In some cases especially on cooler days. Tensar Geogrid will exhibit roll memory" where the product may roll back upon cutting or reaching the end of the roll It is recommended that the installer take appropriate measures to ensure that the product lies flat during fill placement This can be easily achieved by using sod staples zip ties or simply adding a shovelful of fill to we.gh down the product P. Gloves should be worn when handling and cutting Tensar Geogrid. IMAGE 4: Ceogrid should overlap in the direction of IMAGE 5; Placing Ceogrid to accommodate curves. IMAGE 5: Cutting Tensor' TriAx• Ceogrid is easily advancing fill. achieved. 5 4. Tensioning and Pinning Tensar ° Geogrids may be anchored in place to maintain overlaps and alignment over the coverage area ► Before fully unrolling the geogrid, anchor the beginning of the roll in the center and at the corners, to the underlying surface w Anchor the Tensar Geogrid with small piles of aggregate fill or a washer and pin (mage 7). Large. heavy -gauge staples may also be used by driving them into the subsoil through the apertures of the grid P. Unroll the Tensar Geogrid Align it and pull it taut to remove wrink es and Iaydown slack with hand tension, then secure in place Because of the unique manufacturing process of Tensar Geogrid maneuvering an unro led sheet of geogrid is very easy Gloves should be worn while handling and cutting Tensar Geogrids. ▪ Additiona shoveled p les of aggregate fill, pins or staples may be required to ho d the geogrid in place prior to placement of the aggregate fill. P. When aggregate fi I is spread by pushing it over the Tensar Geogrid with heavy equipment, such as bulldozers. the shoving action may create a " wave' in the sheet of geogrid ahead of the advancing fill. Shoveled fill or pins can trap this wave and force the geogrid up into the aggregate layer where it can be damaged by the spreading equipment Pul ing the geogrid taut wi I mitigate Iaydown slack: thereby removing "waving. If significant waving occurs, the pins or shoveled material should be removed to allow the waves to dissipate at the ends and edges of the roll 1MAG a 7: Anchoring geogrid with piles of aggregate 5. Dumping and Spreading Aggregate Fill I. Generally, at least 6 in is required for the initial lift thickness of aggregate fill over Tensar' Geogrids. However. for very soft conditions, a s'gnificantly thicker fill layer will be required to prevent excessive rutting and/or bearing capacity failure of the underlying subgrade soils ► Over relatively competent subgrades (CBR . 4, see Table 1). aggregate fill may be dumped directly onto the geogrid (Image 8). Standard, highway -legal, rubber - tired trucks (end dumps and belly dumps) may drive over the geogrid at very slow speeds (less than 5 mph) and dump aggregate fill as they advance, provided this construction traffic will not cause significant rutting upon bare subgrade. Turns and sudden starts and stops should be avoided. fr Over softer subgrades. back trucks up and dump fill upon previously placed fill (Image 9a) For very soft subgrades (CBR < 0 5) extreme caution should be taken to avoid overstressing the subgrade soil both during and after ill placement Please contact a Tensar representative at 800-TENSAIL-1 for guidance with constructing over very soft subgrade soils (CBR < 0 5) IMAGE 6: Dumping aggregate (ill on top of Tensor1 Geognd over competent subgrode ► Do not drive tracked equipment directly on Tensar Geognd Ensure at least 6 in of aggregate fill (or requ;red minimum design fill thickness) is spread between the geogrid and tracked equipment (Image 9b) P. Also only operate rubber -tired equipment directly on the geogrid if the underlying subsoil is not prone to rutting under limited construction traffic ► Over softer subgrades (CBR < 2), a ightweight, low ground pressure (LGP) dozer is recommended to evenly push out the fill over the exposed geogrid ▪ Care should be taken not to catch the dozer blade or other equipment on Tensar Geogrid The dozer blade should be raised gradually as each lift is pushed out over the geogrid The desired effect is fi 1 that cascades onto the geogrid rather than being pushed into it P. When building over a soft subgrade it is desirable to work from stronger to weaker areas ► Be aware of Tensar Geogrid overlaps and advance the aggregate f 11 with the shingle pattern IMAGE 9A: End dumping aggregate fill on tap of Tensor Geogrid over soft subgrade. IMAGE 99: Spreading aggregate fill aver Tensor Geogrld 7 6. Compacting P. Standard compact'on methods may be used unless the soils are very soft In these cases, static instead of vibratory compaction is prudent. part'cularly over fine-grained noncohesive soils such as silt. Compaction is then achieved us ng a I ght roller. Keeping the moisture content of the fill material near optimum will make compaction more effic ent. Water spray is most effective with sand fill (see Image 10). For construction over very soft soils compaction regLirements are normally reduced for the initial lift as the primary intent of the initial lift is to achieve a suitable working surface. ► If rutting or severe pumping occurs under truck or dozer traff r, f II should be added immediate y to strengthen the section Silty subgrades are particularly prone to pumping In some cases it may be prudent to cease operations for a period of time allowing pore pressures to dissipate and the subgrade to stabilize Otherwise. de. watering measures such as "bleeder d tches should be considered to reduce the moisture content of the uppermost silty subgrade layer Please contact a Tensar representative for more information ► Compact aggregate fill to project specif cations, after it has been graded smooth and before t is sub;ect to accumulated traffic (Image 11) Inadequate compaction will result in surface rutting under wheel loads This rutting reduces the total effective thickness of the fill and increases stress on the subgrade Compaction equipment and methods should be appropriate for the type of fill be'ng used, its thickness and the underlying subgrade cond tions ► If the aggregate fill thickness s insufficient to support imposed load(s) when constructing over soft sol, excessive subgrade and surface rutting wil result Measures should be taken to ensure the proper thickness of granular fill is placed atop the geogrid to maximize support and min mize movement at the surface !MAGE 10; Moistening the fill before compaction. Tensar° Geogrid Roll Characteristics Product 7X1305-475 TX140-475 7X140.375 7X160-475 7X160.375 Roll Width {ml (ft) 4 13.1 4 13.1 3 9.8 4 13.1 3 9,8 (m) 75 75 75 75 75 Roll Length (h} 246 246 24 6 246 245 Roll Area (m'1' (SY) 300 300 225 300 225 358 358 268 358 258 Roll weight (k41 (Ibi 52 6 116 58 8 129 44 0 97 721 159 54.0 119 7. Special Considerations MAKE REPAIRS ► If Tensar" Geognds become damaged during or after installation repair them by patching the area with the following measures 1 Remove fil from the surface of the damaged geogrid and clear a 3 ft area around the damage 2 The geogrid patch should cover the damaged area and extend 3 ft beyond it in all directions SURFACE RUTTING P. If deep rutting occurs beneath truck wheelsdo not grade out the ruts. Rutting is normally indicative of fill that is too thin, too wet or inadequately compacted Grading out the rut will reduce aggregate fill thickness between the wheel paths and may lead to geogrid exposure ► Fill in the ruts with additional specified aggregate fill and compact. This places extra fill where it's needed and may prevent further rutting under channelized traffic ► Crown the fill during the grading process to ensure rainfall runoff and to prevent fill saturation COLD WEATHER P. At sub -freezing temperatures, Tensar Geogrid is less impact resistant and can be fractured with dynamic force (i.e., striking with a hammer). Other aspects of dynamic loading associated with very cold temperatures should be avoided. For example, direct trafficking by rubber -tired equipment atop geogrid is permissible when the subgrade is competent However, it's not advisable at very cold temperatures AGGREGATE FILL CONSIDERATIONS ► The preferred gradation for paved base reinforcement applications s well- graded crushed aggregate fill with a maximum part'cle size of 11/2 in. and less than 1O% fines (passing #200 sieve). The gradations listed in Table 2 (below) provide good stability and low moisture sJsceptibility For unpaved subgrade improvement applications, any clean granular fill may be acceptable. • Tensar Geogrids will structurally enhance coarser or finer fill gradations. as long as the aggregate fill s compacted and p aced at or just below, optimum moisture content For coarser fi 1. a graded fi ter analysis is recommended to Preferred Fill Gradation Size %passing: T.1ELEa 11h n ;/i in. #4 #40 #100 #200 100 S0-100 25-50 10-20 5-15 less than 10 9 Excavating Through Tensarm Geogrid waltrWhen confined beneath and within compacted fill, �-•`" e the geogrid should pose no significant threat to post-construction activities like utility trenching or driving/auguring supports for rails, signs or standards. Conventional excavation equipment will shear directly through the geogrid leaving a clean cut as represented in Image 13. IMAGE 13: A backhoe exrovotion through Tensor Ceogrid. guard against potential contamination from the underlying subgrade (see Table 1 on pg 4) If the aggregate fill does not meet the requirement(s) of a graded filter over soft and saturated clays and silts it is recommended that a sand f Iter layer be placed at a minimum depth of 6 in on top of the geogr d layer This sand fill may need to be increased in the event the design fill thickness requires a thicker inital I ft It is not recommended that a non -woven geotext le be used when constructing over saturated silts However. non -woven geotextiles are recommended in conjunction with Tensor', TriAx" Geogrids when 1 The filter criteria of the fill when compared to the subgrade soi does not pass the piping rat o requirement and 2 Significant clay content is present that will im t the mobilization of fine part cies with excess ve stress and moisture ► Do not use uniformly sized coarse fill as it does not compact well and will rut under wheel loading despite the improved stabi ity brought about by Tensar Geogrids ► The moisture content of the fill should not exceed optimum Wet fill s not easy to compact and wi I rJt under wheel loading 10 IMAGE 12; Ceogrid can be trafficked directly by rubber- tired equipment PREFERRED EQUIPMENT P. Soft Ground - the preferred equipment imposes low contact pressure on the ground surface This may be done with smaller machinery, wide tires and/or LGP tracks. Equipment that concentrates heavy loads over re atively small contacts, such as front-end loaders are not recommended. In all soft ground cases. fill must be suffic ently thick to avoid overstressing the underlying soils and Tensar Geogrid. ► Competent Ground - the preferred equipment maximizes productivity for specific construction requirements Over competent ground, geogrids can be trafficked directly by rubber -t red equipment, making hauling equipment (i e dump trucks) and spreading equipment (i e , motor graders) ideal (Image 12) Spreader boxes are not recommended - wrinkl ng in the geogrid between the screed and wheels of the box and dump trucks can cause slack to become trapped ra s ng the geogrid up into the aggregate layer Tensa Tensar International Corporation 2500 Northwinds Parkway, Suite 500 Alpharetta, Georgia 30009 800-TENSAR-1 tensarcorp.cam Distributed by: 452013., Tenser Internet ona Corporat on. Certs n products and+or applications desci bed or illustrated herein ate protected under one or more U 5. patents other US patents are pending, and certain foreign patents and patent applications may also e■Ist Trademark tights also apply as Indicated here.n. Flna determ.nation of the suitab.. ty of any nformatian at material for the use contemplated. and its manner of use Is the sole retponsib ty of the usei. Ps rated an the u 5 A. TX IC 1.13 TriAx® TX140 Geogrid Product Specification General 1. The geogrid is manufacured from a punched polypropylene sheet, which is then oriented in three substantially equilaterial directions so that the resulting ribs shall have a high degree of molecular orientation, which continues at least in part through the mass of the integral node. 2. The properties contributing to the performance of a mechanically stabilized layer include the following: Index Properties Longitudinal Diagonal Transverse General Rib pitch (0, mm (In) 40 (1.60) 40 (1.50) Mid—rib depth (ri, mm (In) 1.2 (0.05) 1.2 (0.05) Mld—rib width (2). rnm (in) 1.1 (0.04) 1.1 (0.04) Rib shape rectangular Aperture shape triangular Structural Integrity Junction efficlenty (a1, 5 93 Aperture stability (4), kg—cm/deg 0 5.0kg—cm (7.) 3.00 Radial stiffness at low strain (s), kN/m 0 0.55 strain 225 (Ib/ft 0 0.5% straln)1 (15,430) Durability Resistance to chemical degradation (e) 1005 Resistance to alio—violet light and weathering (7) 1005 NOTES: 1) Unless indicated otherwise, values shown are minimum average roll values determined In accordance with ASTM D4759-02. Brief description of test procedues are given in the following notes. 2) Nominal dimensions. 3) Load transfer capability determined in accordance with GRI—GG2-87 and GRI—GG1-87 and expressed as o percentage of ultimate tensile strength. 4) In—plane tasional rididity measured by applying a moment to the central junction of a 225 mm x 225 mm specimen restrained at its perimeter in accordance with the U.S. Army Corps of Engineers methodology for measurement of Torsional Rigidity, (Kinney, T. C. Aperture stabilty Modulus ref 3.3.1.2000). 5) Radial stiffness is determined from tensile stiffness measured in any in—plane axis from testing in accordance with ASTM D6637-01. 6) Resistance to Toss of load capacity or structural integrity when subjected to chemically aggressive environments in accordance with EPA 9090 immersion testing. 7) Resistance to Toss of load capacity or struction integrity when subjected to 500 hours of ultraviolet light and aggressive weathering in accordance with ASTM D4355-05. TX geogrid comes in a roll measuring 13.1 feet wide by 246 feet long. Valley Precast, Inc. will cut to the length needed per customer request. Tensar Ai Water & (719) 3954764 28005 317 Wastewater P.O. Box 925 • Systems . Products Fax: (719) 395-3727 Buena, CO 81211 IFIVALLEY PRECAST, Inc. • service Website: www.valleyprecest.com Email: frontdesk a©valleypprec ast.com -' PUMP INSTALLATION AND TEST REPORT ' STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 2. S OWI NAMES) Van Rand Park Assoc, MWYngAddr+Yss P,d. Box 248 Cty, gt, ZIp Glenwood Springs Co 81602 Phone ( 970) 945-2233 For Office use only R-rFi1/pr JUL 12 2000 STATECOM EIvc+INFEp MU-LOC:671ONA$ Qj11S,I,ED; SE 1/4 SW 114, Sec. 6 Twp. S DISTANCES FROM SEC: LINES: ft from ,Sec. tine. and SUBDIVISION: STREET ADDRESS AT WELL LOCATION: R from Sec. One. LOT BLOCK ,pange88 W 6th FIIJNG(UNI7) PUM DATA Type Submersible Installation Completed 11 /11/88 Pump Manufacturer Pump Model No. 4F07A07 Design GPM 10 at RPM 3 4 50 , HP 3 4 , Volts 230 , FuII Load Amps 6.8 Pump Intake Depth 135 ' Feet. Drop/Column Pipe Size 1" Inches, Kind . , .Bch 80 • PVC AINVONALIJ ORMATION F013 PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: 0 Electric 0 Engine 0 Other Head feet, Number of Stages Shaft size Inches. & QTHER EQUIPMENT: • Akline Instased 0 Yes 0 No, Orifice Depth k.. Monitor Tube Installed 0 Yes 0 No, Depth Flow Meter Mfg. Existing deter Meter Serial No. Meter Readout 0 Gallons, 0 Thousand Gallons, 0 Acre feet, 0 Beginning Reading & TEST DATA: 0 Check box if Test data is submitted on Supplemental Form. Date Total Well Depth 14 0 ` Time Static. Level Rate (GPM) Pumping Lvl. • Date Measured 7. DISINFECTION: Type Water Quay Amt Used analysis available. ❑Yes D No Akg Existing pump was reset to the depth listed above upon redrillin this well. Report was not filed due to no information about cha ae �f ,permit to this companvs 0. I have read the statements made herein and know the contents thereof, and that they are true to my knowledge (Pursuant to Section 24-4.104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the sawn degree and Is punishable as a class 1 misdemeanor.] CONTRA ,TOR J & 14 Pump Co. Phone(221)945-6159 Lic. No.11199 6. !ding Address Ade1,6Vail Date WJH-26-77 f1111S FORM MUST BE SUBMITTED WITHINliO DAYS OF COMPLETION OF THE WORK DESCRIBED HERE- ON, TYPE OR PRINT IN BLACK INK. fV9 '?N COLORADO DIVISION OF WATER RESOURCES 1313 Sherman Street - Room 818 Denver, Colorado 80203 WELL COMPLETION AND PUMP INSTALLATION REPORT WELL OWNER Van .Rand Park Assoc:. ADDRESS PERMIT NUMBER .ara.7;' =rbal 88V1414 P.O. Box 218 DATE COMPLETED �14 of the NE Glenwood Springs. Co. 81602T. 7 WELL LOG S1 —, R. 11/8 ,19 88 HOLE DIAMETER __9‘ in from From I To 0 120 -y • Type and Color of Material Water Loc. 120 1110 Deepened existing hole from 105 Boulders, Gravels, Sands ? 105+ Gray Shale i- ..7 - VI.' —;. �`, TOTAL DEPTH 11$O •;%•t1s additional pages necessary to complete log, RFceiveI5 LE.. 2 2 !ono WATER 126SOd,Rce, S3AZt • RAPID Dora. 'h of Sec. 7 ... W 6 _ PM 0 to. 105 ft, in, from toeft • —.5_ in from to __•_e__ ft. DRILLING METHOD Jar Rotary CASING RECORD: Plain Casing Size _1_ & kind Steel from 0 to 105 ? ft Size 4 & kind Steel_ ._ from to I.Q5 ._ ft. Size & kind . from to __ ft. Size 5 & kind Perforated Casing Stopl from 105 to 1 . ft Size & kind _ , ._ from Size & kind from GROUTING RECORD Material _ DeepanAr3 aY1 Ati ng 1401 17 Intervals Placement Method to _.4. _ ft, to ft GRAVEL PACK: Size Interval TEST DATA Date Tested 11/8r g 88 Static Water Level Prior to Test 75 ? Type of Test Pump Air Compressor Length of Test 2 hours Sustained Yield (Metered) 10+ Final Pumping Water Level row ft : PUMP INSTALLATION REPORT Pump Make (- Type ,-1 %Powered by HP Pump Serial No Motor Serial No Date Installed Pump Intake Depth Remarks WELL TEST DATA WITH PERMANENT PUMP Date Tested Static Water Level Prior to Test Length of Test Hours Sustained yield (Metered, GPM Pumping Water Level Remarks A TOTAL DEPTH In cc w ua atJ at en z • • a. 3 WATER TABLE DONE Or DEPRESSION CONTRACTORS STATEMENT The undersigned, being duly sworn upon oath, deposes and says that he is the contractor of the well or pump installation described hereon; that he has read the statement made hereon; knows the content thereof, and that the • me ' true of his own kn • ed . e. Signature State of Colorado, County of Subscribed.and sworn to. betore me this 2.Q. slily of .06J„ e_ ._ /2./1-4 , ,19 Notary Public License No. /Orr' SS 19...x. My _Commission e�cpires: 2.-' v. _*- _ rte ~ -- 1 FORM TO BE -MADE OUT • 1N OUADRUPLICATE, MITE FORM must be an original copy on both sides and signed. .41. 4...r.',.~ WHITE AND GREEN copes must 4e Mad with the State Engineer, PINJ( COPY is for the Owner and YELLOW COPY is for the Griller. c ROWED DSC 1 6 1988 :to tO Ti • USI �+ .J: c YPe rttEC i(. 0 COLORADO DIVISION OF WATER RESOURCESRM ED 818 Centennial Bldg., 7313 Sherman SL, Denver, Colorado Nam 1 71989 prin • ' t BLACK INK. No overstrikes N or erasures unless initiated. PERMIT APPLICATION FORM { '- .PERMIT TO USE GROUND WATER (( RMIT TO CONSTRUCT A WELL FOR: ( A PERMIT TO INSTALL A PUMP (X4 REPLACEMENT FOR NO. $2 I }OTHER WATER COURT CASE NO 4w-2VJS3 (1) APPLICANT - mailing address NAME Van Rand Park Assoc. STREETP•O• Box 2148 CITY Glenwood Springs, Co. 81602 TELEPHONE NO. 945-2233 {state) Vie) (2) LOCATION OF PROPOSED WELL _covnty ‘IYITJSE Garfield Y. of the S W Y, Sectio Twp _t S Rn INA.) 6 PM. (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) .01414 cf s (&) oft) Average annual amount of ground water to be appropriated (acre-feet). Case # 2453 (c4P) c4-3, trio F7 Number of acres to be irrigated: Proposed total depth (feet): 140 Aquifer ground water is to be obtained from. Tributary ,too Roaring Fork —•-Owner's well de gnedon . 1� 1s�au-• --- - GROUND WATER TO BE USED FOR: 1 HOUSEHOLD USE ONLY • no irrigation (01 ONG DOMESTIC (1) )QINDUSTRIAL (5) (s) LIVESTOCK (2) ; ) IRRIGATION (61 W COMMERCIAL (4) ( I MUNICIPAL (8) { }OTHER (91 DETAIL THE USE ON BACK IN (11) (4) DRILLER s-rEvt - 303 Name Shelton Drilling Co. Street P.O. Box 1059 City Basalt, Co. 81621 (State) (zip) Telephone No. 927-4182 _ _ Lie No. 1095 YIRIE t Yf�BURC#� Inv • DMGIMttr •rr n 12-16-8S 3:41 p ADO 60.00 CH;" : 40.00 :72 FOR OFFICE USE ONLY :40 NOTAVRItE1V THIS COLUMN Receipt No 95/ q CL -I/ 9A519,1 Basin Dist. CONDITIQNS OF APPROVAL This well shall be used in such a way as to cause rio material injury to existing water rig ts. Tile issuance of the permit cjQes not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 1) APPROVED PURSUANT TO C.R.S. 37-90-137(2) FOR THE DEEPENING OF AN EXISTIIIG NIELL, PERMIT HO. 17582, DECREED RY THE DIV. 5 WATER COURT AS THE VAN RAND WELL NO. 1 IN CASE NO. W-2453. THIS DEEPENING VAS PERFORI'IED UNDER VERBAL APPROVAL NO. 8041414. 2)A TOTALIZING FLOW METER MUST BE INSTALLED OH THE NELL AND MAINTAIWED IN GOOD WORKING ORDER_ PERMANENT RECORDS OF ALL DIVERSIONS 110ST BE MAINTAINED BY THE WELL OWNER (RECORDED AT LEAST NUALLY) AND SURHITTED TO THE DIVISION ENGINEER UPON REQUEST. 3)THE NAXIIMHI PUMPING RATE OF THE WELL SMALL NOT EXCEED 20 G.P.M. TME A)0r4Al AMOUNT OF GROUND WATER TO BE APPROPRIATED BY THIS WELL SHALL HOT EXCEED 3 ACRE-FEET. 51 APPROVAL OF THIS REPLACEMENT PERMIT SHALL NOT RESULT IN AN EXPANDED USE OF GROUND WATER. TME USE OF GROUND WATER FROM THIS WELL IS LIMITED TO DOMESTIC, COMMERCIAL, AND INDUSTRIAL PURPOSES. 6 THE 011I91 SHALL MARK THE WELL IN A CONSPICUOUS PLACE WITH APPROPRIATE HELL PERMIT I41!4ERS NAME OF TIE AQUIFER, AND COURT CASE NUMBERS AND SHALL TAKE NECESSARY MEANS AND PRECAUTIONS TO PRESERVE THESE MARKINGS. 7 THIS NELL IS SUBJECT TO TME TERMS AND CONDITIONS OF THE DECREE IN CASE N0. W-2453 AND TO ADMINISTRATION BY THE DIVISION ENGINEER IN ACCORDANCE WITH APPLICABLE STATUTES RULES AND REGULATIONS. 8) THE ISSUANCE OFTTHIS PERMIT CANCELS PERMIT - -SIA _712682.-,- -w-a6130-.4A2.1 APPLICATION APPROVED PERMIT NUMBER 0361.68 ' r DATE ISSUED JAN 2 41994 EXPIRAT N DATE JAN.2 4 1991. BY I.D. 5 3 COUNTY {ST�QlTE E Erik. • ' 4•b •••.✓!t (5) THE LOCATION OF THE PROPOSED WELL and the area on which the water will be used'inust be indicated on the diagram below. Use the CENTER SECTION 11 section, 640 acres! for the well location. !4- 1 MILE, 5280 FEET I � 1_NORTI-1.L w x I o NORTH SECTION LINE I I I CI UTPI.p1:CTIQN LINE m m r1 i r z (6) THE WELL MUST BE LOCAT D itOW-tit 1 by distances from section lines. `. /a _ft from 57=Dt-4 sec, tine - twin SouthJ. ,,, 1.+ '• 2, ! 7 f.rf f °- ra r-rom Mc. line r (vest pe west] tr LOT BLOCK FILING* t>+` SUBDIVISION _ 11,I4� s+. (7) TRACT ON WHICH WELL WILL BE LOCATED Owner: Van Rand Park Assoc. No. of acres 14.52+- . Will this be the only well on this tract? Yes (8) PROPOSED CASING PROGRAM Plain Casing 7 in from 0 ft to. 105 .tL,. _ - -i-� -�- .+ + + -1- -- 4 - 1 - 1 The scale of the diagram is 2 inches = 1 mite Each small square represents 40 acres. in. from ft to ft. Perforated casing —511 - _ in. from 92 ft to 140 ft. in. from ft to WATER EQUIVALENTS TA9LE Mounded F+guresl An acre-foot covers 1 acre of land 1 foot deep 1 Cubit foot oer second fcfal .. _ 449 gallons per minute Igpm) A family of 5 will require approximately 1 acre-foot of water per year 1 'ecri loot 43.550 cubic' feet . . 325.900 gallons. 1,000 ppm pumped continuously for ane day produces 4.42 acrefeet (9) FOR REPLACEMENT WELLS give distance and direction from old well and plans for plugging it: Deepen existing well (existing well.production suddenly dropped below Park requirements) (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s); Van Band Park Assoc. No. of acres. 14.52 acres ± Legal description: A parcel of land in Seca. 6&7, T7S, R88147, 6th P.M. (Van Rand Park) (11 MFTA IL FD f]ESC•RIPTIO}V of the use of ground -water: Household -use and sfomestia-wells must Indicate type of disposal "Mans to be used. - ' (coialnerci al and industrial business As d esrrl beri i n -'rill # 24}rq 4 1 17411sage - rlctitCr 2 ReSIDCATI Blew - (f2RJ A-rioh) 6F 41-3,00-6 54 . Caoi ry AeeRove.b sEP'r''c- qcH 5 $TEA4 P r,onR ,ds�sdc (12) OTHER WATER RIGHTS used on this hand, including wells. Give Registration and Water Court Case Numbers. x Type or right Yater Coubt case ft 2453 Used for (purpose) Description of land on which used (13))TAPPLICANT CS) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TO THE HIS KNOWLEDGE. S1GNATURE OF APPL1CANT(S) Use additional sheets of paper if more space is required. GWS 1 24 VRRRAL REQUEST INFQRMATION SKEET OFFICE OE THE STATE ENGINEER DIVISION OF WATER RESOURCES GROUND WATER SECTION TAKEN BY: AV NAME OF CALLER: 41 i. ,,ch ec. vac V '( File C* I.D. .J�� 3� Cty. 23 Basin M.D. DATE: //` 3-rY APPLICANT: von /fed lvxp.. DRILLER: Wait kr.- 12 0/110 ADDRESS: P Q . 2 z1 ir G/ I S PBONE * 2 z 3 3 LIC.# 1043 PHONE # 2 '. g 'WO z (LOC/LONG DIST EXISTING PERMIT * / 9.5f4 49.6: Kori A Plif3 DECREE* w-2'/SJ USE (OM111- .+Yd -1:11 id* NEW APP. REC'D 717--V7 19 CTY. DIST. 256 - LOCATION S - LOCATION Sh/ _1/4, Ski 1/4, SEC. TWP. ? 5:24, RNG. i✓tSf REASON FOR REDRXLL i� r , n _ u f PROPOSAL: WHEN { { ' 1 MOVE FROM OLD WELL (jU E1SS‘ Afi.Lt 5 b! PROPOSED DEPTH tru0L 'W u-7 PROPOSED CASING: PLAIN PERF. k AQUIFER pirrii 4 w 10G A FiELO INSP. REQ.? e,,Cf DONE? 4_,S BY: #"i"' 14,(44,1 COM+1ENTS II�1o.4 OLEO 41,41 ,//�41 }4/4 eAcilen4�/ ee'di?lp& kcv'J_ .Iror� irotY ! k'r'4 alas f&411fC5f icc.ri {p k. 4.41 0� APPROVED I I- 'l 19 e b BY: < *it_ U) APPROVAL GIVEN TO: jQa ftt S Q,Q_ &1.. BY: 1 TO O 1 I ALII CONDITIONS 1 (see back of form for field inspection) UNREGISTERED EXEMPT WELL FIELD INSPECTION REPORT FROM: Pk', 14144 TAKEN BY• I%i-F DATR: JJ� 5—rer TOTAL NUMBER OF ACRES IN TRACT _ . ARE THERE ANY OTHER WELLS ON THIS PARCEL? IF YES, HOW MANY, USED FOR HISTORIC USE OF SUBJECT WELL, (PRIOR TO MAY 8, 1972 (}3 ORDINARY HOUSEHOLD PURPOSES INSIDE SINGLE FAMILY DWELLING(S). ( ) WATERING OF POULTRY AND DOMESTIC ANIMALS. ( ) WATERING OF LIVESTOCK ON A FARM OR RANCH. HOW MANY HEAD IS THIS A FEED LOT OR DAIRY? �W IRRIGATION OF IC J rG SQUARE FEET OF HOME LAWNS AND GARDENS. FIRE PROTECTION. TYPE OF WELL (DRILLED, HAND DUG, SPRING WELL) COMMERCIAL USE: TYPE OF BUSINESS yf Ik%shcff 5 SIZE OF BUILDINGS) --- NUMBER OF EMPLOYEES .� ... NUMBER DAYS PER WEEK BUSINESS YS OPERATED --- DOES THE PUBLIC HAVE ACCESS TO THE FACILITIES? ? IF S0, ESTIMATED NUMBER TO USE FACILITIES. IS THERE ANY OTHER SOURCE OF WATER USED IN CONJUNCTION WITH THE SUBJECT WELL? . IF YES, EXPLAIN COMRmENTS: Jr tom Cry . am-me/r f / a 01-4, t Ao s dna lL I ' n I log 'f?1r o dist WATER COMMISSIONER DISTRICT • COIARAno DIVISION OF WATER RESOURCES FIELD INSPECTION REPORT RECEIVED NflV - 7 1988 WATER MOMS SIM •norm aoEa APPLICANT: Van Rand Car oration PURPOSE OF INSPECTION; Late Registration ReplacementXXXXX Address: P. 0. Box 248 Abandoned Old Well _ Complaint Other City: Glenwood Spas. CO 81602 Nature of Complaint Phone No. Home Office (303) 945-2-233 Person contacted, if not applicant: Wayne Shelton IACAT'YON OF WELL: County Garfield , SW 1/4 SW 1/4 Type of Disposal System Septi Range 88 W , Townsh p 7 S Sec. +S 200 feet from (N (ernd 400 Total number of acres in tract oneet raa (El) section kine. well is located Approximately 20 Lot Elk _ Filing Subdivision: Are there any other wells Nn 7 If yes, how many Used for: PLS - V tiF'Y C- -MD- TM CURRENT OR REGIS- TRATIONS (SEE f) A. The use of the well described herein, prior to May 8, 1972, was: (XT ORDINARY HOUSEHOLD PURPOSES IN SINSLE-FAMILY EWELL1NG (S) . () wA1ERING OF POULTRY AND/OR DOMESTIC ANIMALS. () WATERING OF LIVESTOCK ON FARMS AND RANCHES. Had MANY HEAD FEED LOT YES ND Ora YRRIGA. IC a ' NO THAN ONE ACRE OF HOME GARDENS AND LAMS Less than l acrfi g RE-FFET. (xt FIRE PRD1EC1ION. * (Xt FOR SIAL TELL, SEE BACK ce THIs FO 4. (.) TIBER (4 TYPE OF WELL (DRILLED, HAND DUG, SPR= WEU.) nPTT.1.Rfl - If spring well, give details on how and when developed l ti 8. The current or proposed use of the well. (If different than stated above) : The well is currently servicing. 5 commercial industrial businesses along with 2 single-family dwellings. (aver) • r . (please add any additional information that might assist in the evaluation of this (these) application(s). The Van Rand Well No. 1 was decreed in Case No. W-2453 award conditionally for commercial and industrial purposes. To the best of my knowledge the water right is still condition and was never made absolute, also diligence was never filed. One existing well is located appraximately 150 ft. to the north of the Van Rand Well No. 1, owner and permit number unknown. Permit No. 31409-' pr 1osed location would be very close to the 600 -ft. spacing requirement. Currently it is unknown if the well has been constructed. *C FACIAL WELL: 1. Type of Business •United Parcel Service, Dodson Engineering, Professional Auto Body, Diamond International Lumber, rrotessional Drywall 2. Size o but dirg(s) 50,000square feet. 3. Number of employees anvroximately 40 . 4. Ntmiber of days per week business is open 6 . 5. Does the general public have access to the facilities? If so,., estimate average number to daily use the facilities __2.n 6. Pumping rate in gallons per minute 10-12 7. Is there any other source of water used in conjunction with the well(s)? yes xx no . If yes, explain; Signed ,.L ;.L. Date %f/ ../10$ Water Commissioner, axxxmmt (Wells Division V . (use this space as needed for additional comments) "COLOPtADO DIVISION OF WATER RESOURCES 1313 SHERMAN ST. RM. 823 DENVER, COLORADO 80203 PHONE NO. 866-3581 Va Rte- a r Ar5 SO C. P.o. 2Lf8 Date: 174 ig 1 Rec. * q5.1 et GienIAbbet Srtfrir gl bb� Your application(s) to record and/or relocate an existing well is/are being returned to you for the reasons listed below. The additional data and/or corrections requested are necessary to fully eyaluate your application(s). Please correct or complete all items checked in red. All. corrections and/or additions must be made in BLACK INK or,typed and initialed. There is a $ fee required by statute . Please return the application(s) along with the required fee. The date of beneficial use must.be prior to May 8. 1972 in order to qualify for recording under the provisions of CRS 37-92-602(5). If the exact date is not known, please enter at least an approximate date.' Please complete the enclosed application to record the existing well Please indicate the maximum sustained pumping rate and the pumping rate claimed. Please indicate the annual appropriation in acre-feet (1 acre-foot 325,900 gallons). R'tiere.nc�. 1'p G.44..4 2 55 (S n017 S FCtC I Please indicate the total depth of the existing well. Please indicate the proposed depth for the relocated or deepened well. Please indicate total area to be irrigated (no more than one acre of home lawns and gardens can be irrigated from this type of well.) Please indicate existing permit number. The well location must be designated by the County, 1/4, 1/4, Section, Township, Range and Principal Meridian. The distances from section lines must be shown (item 6). The 1/4, 1/4, section (item 2) does not agree with the distances from section lines (item 6). The distances place.; the well in the 1/4, 1/4. If this is not the only well on this tract (item 7), please explain in item 12 and include the permit numbers of any other wells. The proposed casing program must be completed (item 8). The existing well must be plugged and abandoned according to the Rules and Regulations for Water Well Construction and Pump Installation Con- tractors. Please include the distance and direction from the old well. (item 9). Please detail the specific use(s) of the well (tof dwellings, amount of lawn and garden, stock, etc.). Please indicate type of disposal system item 11). Please complete:the enclosed supplemental information sheet. Please provide a complete legal description of the property ( metes and bounds description or a surveyors plat). SZgs►ature :.of. _npp] 4Wt is ;requ$.red on the a p, ea },ola:'uctlaas application .s •,accompanied thy a written- autborixation from ilia-apiiltcarit. • Fri /h. L-06 Ground Water Section • t.- �. '+-'S Jr ypM .. :Y-. .y,ti.. .,.' 4.7:e71 • *. • ROY ROMER Governor OFFICE OF THE STATE ENGINEER DIVISION OF WATER RESOURCES 1313 Sherman Street -Room 8113 Denver, Colorado 80203 (303) 866-3581 April 5, 1989 Van Rand Park Associates P.O. Box 248 Glenwood Springs, CO 81602 RE:• Well Permit No. -17582 Gentlemen: JERIS A DANIELSON State Engineer According to our records, verbal approval to construct a replacement for the referenced well was given to your driller on November 11, 1988. The well permit application for this replacement well, that was submitted on December 16, 1988, was returned to you on January 24, 1989 for correction or additional information. To date, the application has not been resubmitted to this office. It is the well owner's responsibility to submit the required application and filing fee. If the application, including all corrections and additional information, is not resubmitted within 30 days of the date of this letter, an order to cease use of the replacement well and show cause why it should not be plugged may be issued. You may correct this situation by immediately submitting a correct and complete application. It is recommended that you contact your well contractor if you need assistance. If you have any questions, feel free to contact this office. FML:mds cc: Division 5 Driller Lic. #1095 5943I/Form #0838(K) Sincerely, A, Fred M. Loo Water Resources Geologist Ground Water Section ft y t ROY HOMER Governor OFFICE OF THE STATE ENGINEER DIVISION OF WATER RESOURCES 1313 Sherman Street -Room 818 Denver, Colorado 80203 {303) 858-3581 TO: Van Rand Park Associates From: Keith Vander Horst RE: Application Receipt No. 95191 JERlS A DANIELSON Siete Engineer August 8, 1989 Your application for a permit to construct a well is being returned for the reasons indicated below. The corrections and/or additional information we are requesting is required for evaluation of the application. Please initial any changes or overstrikes you make on the form. Dear Mr. Dodson: The location you have given for this replacement well in item 2 is the same as that on well permit No. 17582. However, this is not the location which was decreed to the well in case No W-2453, which is section 6, Township 7 South, Range 88 West. The decreed location appears to be the correct one. Please recheck the actual location of your well and correct item 2 as necessary. Note that because section 6 is a narrow section the location decreed in W-2453 would be in the SE1/4 of the SW1/4 of section 6. The distances Brom section lines must be given in item 6. Please use distances from the south and east section lines. A field inspection conducted by Division personnel on November 3, 1988 indicates that this well is used for supplying 5 commercial industrial busnieases, dwellings for 2 families, and irrigation of less than one acre of lawn or garden. If this is accurate items 3 and 11 must be corrected. Item 3: Include domestic Indicate the amount of property irrigated Eliminate reference to "No Irrigation" Item 11: As the uses are not strictly those described in case No. W-2453, describe in detail all of the actual uses supplied by the well. Please return the application with the above corrections and additional information with in 2 weeks. ill : J&I•I PLOP COMPANY FAX NO. : 970 945 6159 Jul . 26 2020 04:1GPM P1 • Foot OIL ' tarn PUMP INSTALLATION AND TEST REPORT _ STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For Mee Use *My /RECEIV' D RECEIVES:0 L 17 2000 9111010 u ", TSTA M Er'v+a WATER RESOURCES COL°' STATE ENGINEER GLE' ou ` • t. 1MEu.. PEFOoliT NUMBER 03 616 B -F 2. OWNERniAME(S) Wring (xy, �� � Van Rand Park ASSOC.AIER Address P_ 0_ Box 2 40 St. 2p Glenwood Springs Co 81602 ( 970) 9 15-2233 a WELL LOCA ION At0 ILLFD'• SE 1/4 SW 1/4, See. 6 Tap. 7 S ��• Rave are. BLOCK. BB W 6th DISTANCES FROM SEG. UNES: from ra,rt. arrd ft. from ^8e -rte pairanglir sUBDMSIQft LOT ADDRESS AT WELL LOCATION: 4 • PUMP DATA: Type • Submersible I to xim Coati. ted 11/11/88 Pump Design Pump ApgmoNAL Manufacturer Flint & Mallin Pump Model No. 4F07A07 GPM 10 at RPM 3450 , HP 3/4, Volts 230 , Full Load Ampa 6.8 . Intalce Depth , 135' Feet. Drop/Column INFORMATION FOR PUMPS GREATER Pipe Size 1 " triches, IGnd Soh 80 • PVC THAT 5D QPM: • Tim DRNER TSE: 0Elerutc 0 Engine Design Head Feet. Number of 0Omer Stages , Shat! a' 6. YEQUI M11 ., R . Wanes Tuba tnsu Meter Serial No. _ _ Depth R . Mute Flow Meter It atledD Yes ❑ No,Ortlice Depth Meter Mfg. $xi,atiaq Meter d R YesD No, - Readout ❑ elation, 1=1 Thousand Gallons, 0 Acre feet, 0 Beginning Reading 6► TMST pATA: 0 Cheat box H Test data is submitted on Supplemental Form. Total Static Date Date WM Depth Time -Levet Rate (GPM) Measured _ Pumping Lvl. —�—..or - T. DISINFECTION: Type Arra. Used ' 8 Water No Quality analysis available. ED Yes • a RaIIants this Existing pump was reset to the depth listed above upon redrilling well_ Report was not filed due to no information abeam, chancre dk 1,,oermit . ta this company . - 40. MelingAddeees 1 here (Pursuant degree �'OR read ante statements made herein and know the contents thereof, and that 1l1ey ate tete to my into idedgt to Section 244-104 (13)(e) C.R.S., the making of bliss statements herein aonstarias perjury in the secon and is punstieble as a class 1 misdemeanor.] J . & M. Pump Co. Mona (970 )945-6159 iUC Na.119y . 5 fl2 R 61 1 -1 1 7 RA Clan an SFQ.ts C rti WW1] Name/Tale (Pleas type or pry Richard A. Holub Owner S ... • `r �, >441 -- . t7am 7 n J/% JUL-06-2000 16:11 970 945 6159 C� Plf P.01 RECEIVED PETITION FOR REINSTATEMNiElVED `. 10 le C.R.S. 37-90-137(3)(c)] JUL 17 zoo WATER RESOURCE§ STATE ENGINEER vatERBesOk.tss GLENWOOD OMEVGIN On January 24 . 19 90 , the Colorado State Engineer issued well permit No. 36168F I (We) failed to submit evidence of beneficial use of permit issued per 37-90-137(2)] or notice of welt completion [if permit issued per 37-90-137(4)] prior to the expiration date of the well permit due to the following reasons: The permit was issued to deepen an existing well, Permit 17582. The well was originally drilled in 1963 and used continuously since then for service to lots in the Van Rand Subdivision. After deepening the well and reinstalling the same pump, water from the well was used in the same manner as before. This use continues to the present. Since there was no change in well usage, the owner was not aware that a new beneficial use statement was necessary. 1(We) hereby petition the State Engineer to find that the above reasons constitute excusable neglect, inadvertence or mistake and accept the evidence attached hereto in accordance with applicable Colorado Revised Statutes. Further, I (we) say that I (we) have read the statements made herein and that the same are true of my (our) own knowledge. July /U 2000 Signature Date David S. Dodson, President Signature Date Form 1001 sav FOAM Ni! (rVs10 . 03192 . - . STATE OF COLORADO - ' ' °.OFFICE OF7 T -iE STATE ENGINEER - ..818 Cantannial Bldg, 1313. Sherman St, Denver, Colorado 80203 .. .tf663581=.,. _ ... • -(303) - . _.. -._ For Office Use only _ _ .. - ..... _ .. . r * p 2`!519! - : • eG - ••- - CEI - = ' - 10 RECEIVED • •. .• • 10 --•• -- . _ ._-- a Ai HESOUHCES gt EryGM�EER -- --- - - . JUL 17 SOS ENwaoD wASERf�E W . i' • . ... •_. STALE t*i16 •• L I III F . eats 2' • EZI°' -r • FOR INSTRUCTIONS, SEE REVERSE SIDE STATEMENT' QF_BENEFICIAL .USE WELL" . 1. WELL OWNER .. - NAME(S) Mailing City, Phone . Van and Park Owners Association Address c/o David S. Dodson, P.O. Box 248i8 St,.Zp Glenwood Springs, CO 81602 ( 970 ) 945-2233 2. WELL LOCATION: • COUNTY Garfield OWNER'S WELL Springs, DESIGNATION Van- Rand WWe11 1 • 7094 Highway 82 - Glenwood • • CO 81601 • • (Addrsasl - _ SE -1/4 of the 'SW' 114, Sec _ 6 ' Twp. - 7. ❑ N. or ®S., (Chy) Range 2900 - ' _ - Po*- ' - - - (Ip) -- 88 • • s 19.r a W..- 6th P.M. Distances from Section Lines 125 Ft from ❑ N. or ®S. Line, Ft. from ® E or.0 W. Line. 3. The well for is.being used for the following purpose(s): -Commercial, industrial, residential uses - -- - .... ; 7 businesses and 2 residences, including irrigation of 43,000 sq. ft. 4. Water under (Do not from the well was first used beneficially this permit number, for the above described purposes on January 24 _ . _ .j.9.96... ......-.2.: IL.— report a.date which is before the issued date of this permit) 5. The pumping rate claimed is 20 gallons per minute. ' 6. The average annual amount of water diverted is 3 acre feet. • 7. • The land described or as' area irrigated (watered) by water from this well is: 43,000 0 Acres or il Square feet, (Number) as: 14.52 acres in Sections 6 and 7 T7S, R89W 6th P.M. - (Legal Description) .. Van Rand Park Subdivision Lots All - Blocic . - Fdin nit. ' ` "_. . '2-.-.: 8. Well Pump drilled by: Shelton Drillincr . - • Lic. No: 1095 installed by: J & M Co.- • -- - --Um-No: 1196:... ,. _ 9. Meter Mfg. by Kent Mode. C700 Serial No.: 95555608 Date Installed: 11-11-88 ' I (we) have read the statements made herein, know the contents thereof, and state that theyare.true to city .(oiir). w knowledge. (Pursuant to Section 24-4-104 (13)(a) C.R.S., the maldng of false statements herein constitutes perjury - in the second de. , : and is punishable as a Class ' isderneanor.j - - 10. Name/Trite (Please type or pt>m) •- • . - + 1 , David S. Dodson, President Gt,tn.- ' " Date July f2 2000 • The permit. on Statement of Beneficial Use was cgP1519nRcgcMo9Mbrion provided was consistent with the %ell . The Statement of Beneficial Use is therefore accepted for the location and-conditions specified • the well permit. a. 3-e 0/ State Engineer By Date J Court Case No. Div. s' Co. WD r Elwin MD . Use