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Home My WebLink About218 Albertson Rd - 168529200029Work Classification:New PO BOX 50 BURNS CO 80426- Address Owner Information Permit Status:Active Project Address 168529200029 Permit Type:OWTS Permit Permit NO.OWTS-11-14-11779 Expires: 3/5/2015Issue Date:11/5/2014 Parcel No. 218 ALBERTSON RD BURNS, CO 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)653-4449 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)471-2121BROCK CONSULTING, LLC Contractor(s)Phone Primary ContractorLicense Number BOB'S EXCAVATING & HOME REPAIR (970)653-4281 Yes47-14 VERN ALBERTSON ALBERTSON CATTLE CO LLLP Permitted Construction / Details: Install the unlined sand filter mound exactly as depicted in the Brock Consulting, LLC design stamped, signed and dated October 31, 2014. OWTS consists of a 1,500 gallon Valley Precast three compartment tank that includes the dose chamber with an effluent screen in the outlet of the second compartment and 672 square feet of soil treatment area via two rows of 28 pressure dosed Infiltrator Quick 4 chambers placed on a 2' thick bed of sand atop 2' of the native sandy loam. System is designed to accommodate a three bedroom residence. The existing undocumented tank will be abandoned in accordance with WQCC Reg. 43.09 (C). Contact the design engineer to conduct all inspections necessary to certify the proper installation and to create the as-built drawings necessary to final the OWTS permit. Engineer certification of proper installation including the as-built drawings and photos along with documentation of proper abandonment of the existing tank must be submitted to and approved by Eagle County Environmental Health prior to use of the system or occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO November 05, 2014 Date Customer Copy Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:New PO BOX 50 BURNS CO 80426- Address Owner Information Permit Status:Active Project Address 168529200029 Permit Type:OWTS Permit Permit NO.OWTS-11-14-11779 Expires: 3/5/2015Issue Date:11/5/2014 Parcel No. 218 ALBERTSON RD BURNS, CO 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)653-4449 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)471-2121BROCK CONSULTING, LLC Contractor(s)Phone Primary ContractorLicense Number BOB'S EXCAVATING & HOME REPAIR (970)653-4281 Yes47-14 VERN ALBERTSON ALBERTSON CATTLE CO LLLP Permitted Construction / Details: Install the unlined sand filter mound exactly as depicted in the Brock Consulting, LLC design stamped, signed and dated October 31, 2014. OWTS consists of a 1,500 gallon Valley Precast three compartment tank that includes the dose chamber with an effluent screen in the outlet of the second compartment and 672 square feet of soil treatment area via two rows of 28 pressure dosed Infiltrator Quick 4 chambers placed on a 2' thick bed of sand atop 2' of the native sandy loam. System is designed to accommodate a three bedroom residence. The existing undocumented tank will be abandoned in accordance with WQCC Reg. 43.09 (C). Contact the design engineer to conduct all inspections necessary to certify the proper installation and to create the as-built drawings necessary to final the OWTS permit. Engineer certification of proper installation including the as-built drawings and photos along with documentation of proper abandonment of the existing tank must be submitted to and approved by Eagle County Environmental Health prior to use of the system or occupancy of the dwelling. Office Copy November 05, 2014 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328.8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # BUILDING PERMIT #- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: Al"00A Cu tP 6D P LU-P Phone:C-q 3 2. 4 Mailing Address: 1�_*c_ goat Z'S . Bps . Co 84 26 email wa �er� N a�o j . Co M ..__ Registered Professional Engineer: L �i �. Phone: 3�0 41=1 ^ l Z I Applicant or Contact Person: YGM &-OGk Phonek� Licensed Systems Contractor: B o b License # � � Company / DBA: $e10tS Ima 1 4wP � bay- Phone: (%� M 6 Jr3` 4z8 I %OrMailing Address: pd. 3�c 2:73, A--C q A�4�email _rrb!AA 301 lC I Permit Application is for: -X- New Installation Location of Proposed Onsite Wastewater Treatsme: Legal Description: T Z 'S .. 185 k) , Alteration Repair Tax Parcel Number: 168 67 Z 4 Z. = 2 7 __ Lot Size: Assessor's Link: www.eaglecounty.us/pati Physical Address: 000 tj1 De(,;M0 ^ Building Type: -)(- Residential / Single Residential / Multi Family Number of Bedrooms: Number of Bedrooms: Commercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well -X Spring Surface Public If Public Name of Supplier: r, Applicant Signature: Office Use Only Amount Paid: ROD Receipt #: Check #: ik'd 12 Date: September 22, 2015 Mr. Wahlert Albertson Cattle Co. PO Box 23 Burns, CO 80426 RE: Final approval of septic permit OWTS-11-14-11779; Tax parcel #168529200029; Property location: 218 Albertson Road Kevin: This letter is to inform you that the above-referenced septic permit has been inspected and finalized. This permit was approved and sized for a 3 bedroom dwelling. Additional information about the maintenance your septic system needs as well as information about private wells can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ I understand the system is in the pasture but is fenced off from the animals. Please keep it fenced and do not allow the animals to graze or walk on the treatment area as this could damage or cause the treatment area to fail. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, pastures, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman cc: Energov electronic file Brock Consulting Bob Ford DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director 10/1/2015 Eagle County Government Mail - 0218 Albertson Road OWTS-11-14-11779 I mmEAGLE CCU 0218 Albertson Road OWTS-11-14-11779 1 message Jelaine Wahlert <wahlertj@aol.com> To: terri.vroman@eaglecounty.us To Whom It May Concern: Terri Vroman <terri.vroman@eaglecounty.us> Tue, Sep 22, 2015 at 9:34 AM The old septic tank at 0218 Albertson Road was abandon. Although the system still worked it was old and did not meet present day standards for the home we put in. Therefore it was closed off, filled in with sand, is surrounded by rock and filled over with dirt. Attached is a picture of the area. Thanks, Albertson Cattle Company LLLP Kevin & Jelaine Wahlert 970-653-4327 2 attachments V 20150917_171339. j pg 1663K - 20150917_171405. j pg - , 1257K r4 hftps:Hm ai I.google.com/mai 1/u/0/?ui=2&i k=30478a9c52&vi ew=pt&q=wahlert%20owts&qs=true&search=query&th=14ff5bOd7e7af092&si m 1=14ff5bOd7e7af092 1/1 BROCK CONSULTING, LLC Date: 0c1. Z-O 1+ Professional Services Project: %�ZA6LEKT '5EPTId 6yS-TT M P.O.B.3644 Subject: 02J8 QLmM of ZV, Eagle, CO 970-471-2121 mow: �Jt]2N 5 Fax 970-328-0875 G L, E' V, ;1 4 4 D J brockconsulting@centurytel.net BROCK CONSULTING. LLC Professional Services October 31, 2014 Kevin & Jelaine Wahlert 0218 Albertson Road Burns, CO 80426 (C) (970) 653-7214 T 2 S, R 85 W, Sections 1 PN 1685 292 00029 ■ Eagle County ] Regulations ao Colo. Dept. of DESIGN FLOWS Number of bedrooms = 3 Number of persons per be Single Family Residential Q design = 3 bdrms x 2 per 0.0 to 1.0 ft Topsoil,,A 1.0 to 4.0 ft Sandy Lo 4.0 ft Fractured No groundwater. No me water surface would imr 1, Burns, Colorado BCLLC P.O. BOX 3644 Eagle, CO 81631 Cell 970-471-2121 Fax 970-328-0875 Health Agency On -Site Wastewater Treatment System July 2014 ("Regulations"). Health and Environment Regulation #43 5 CCR 1002-43. = 2 (design flow) Flows = 75 gallons/day/person rm x 75 gallons/person/day = 450 gpd heavy organics Loam bedrock, non uniform of soils in the profile holes to indicate that the highest seasonal the treatment area. PERCOLATION TESTS Due soil type and to saturated soils conditions, it was determined that a percolation test would not accurately evaluate the soils Long Term Acceptance Rate of loading. Visual and tactile valuation of the treatment soil indicates Sandy Loam to Loam with Page 1 of 4 a percolation rate of 11-20 would be best served by a Treatment Level 1 Efflt Surface of Soil Treatme rate. Soil Treatment Area =1 Long Term Acceptance • Sandy Loam. Acc Other checks were • Design Flow = 450 • Using Standard Given this information, the new modular home System with pressure dosing. : Per Table 6-3: 10-3. Area (STA) shall be based on the LTAR and not the percolation i Flow (gals/day)/LTAR gal/day/SF. (LTAR) is calculated as follows: to Table 10-1, the LTAR is estimated to be 0.80 Gal/day/SF. to confirm this is reasonable. 0.80 G/day/sf = 563 SF. 4 Infiltrators; 563 SF/10 sf per Infiltrator = 56 Infiltrators. • Bed shall be (2) rung of (28) Infiltrators, TOTAL (56), Infiltrators 3 ft on center; Sand Bed approximately 6 ft X 112 ft. X 2 ft. depth below Infiltrators. Add additional Spec sand 8 inches up on side of trench and between Infiltrators. • Dosing laterals shall be 1-1/4 inch Sch. 40 PVC with 1/4" holes drilled at 12 O'clock, 36 inches on center, suspended by Plastic zip ties to the top of the infiltrator, facing upwards. See detail separate sheet by Infiltrator. • Manifold shall be 2 finch Sch. 40 PVC connected to the dosing pump. Provide 1-2% slope back draining pn pressure pipe from manifold to pump chamber. • Valley Precast Pres�ure Dosing 1,500 gallon tank and pump with adjustable float switch and over flow audible and visual alarm. • Chamber Product to be Infiltrator Systems, Inc. "Quick 4" Standard Chambers. SEPTIC TANK: For a m imum 4 bedroom residential structure, Minimum Tank Capacity is 1,250 gallons in the first2 chambers. Proposed Valley Precast Tank: Inlet side 1,016 gallons, Middle 505 gallons, Outlet 505 gallons. Water tightness per Section 9, ASTM C 1227- 12. IF, Providing the design loading of 450 GPD, it is recommended to dose three (3) times keep pump active and prevent settlement of sludge. Therefore, each dose to be reasonable run time is 5 utes; Minimum pump capacity is 30 GPM. See P additional information. v�4 Page 2 of 4 ss INSTALLATION Install all components to th required setbacks required by regulations. No over excavation allowed for septic tank or d. BED CONSTRUCTION: Excavate 6 ft X 112 ft bed level over 2 ft of silty sandy loam minimum to bedrock. TREATMENT SAND BED CONSTRUCTION: Install 2 feet of coarse gravely sand per specification over native silty sandy loam. No compaction allowed. Sieve Size 4 100 40 50-55% 200 <1 CHAMBER BED CONSTRUCTION: Install chambers onto sand bed (approx) 6 ft X 112 ft bed level., in (2) runs of 28) chambers. Backfill the chambers and all voids between with spec gravely sand to within 4 inches of top of chambers. Cover gravel/sand with 140 N Mirafi Filter Fabric past bed sides 2 ft. TOP SOIL CONSTRUC ION: Back fill over filter fabric with minimum 12 inches of high organic top soil and reseed to native vegetation. Slope Mound at 4 H : 1 V to existing grade. Do not compact top soil! SEPTIC TANK & PIPE ONSTRUCTION: Install septic tank level with sand gravel bedding. Install the delivery pipe from the residence to the septic tank 2% slope, Schedule 40 PVC (ASTM D 2665) or S R 35. Insulate under driveway or any parking area with 2" rigid insulation. Cover septic tai dc with 2- inch rigid insulation and 4-inches of top soil. All covers shall be child proof (100 lbj Min.). A Bio Filter PUMP SELECTION: A pump capable of delivering 33 GPM against 15 ft of Head can be used. The elevation between the pump invert and the manifold should be verified. The pumping system must also riclude pump control and an alarm system. Hydromatic SKV 50, 1/2 , 3450 RPM, 60 Hz, 120/1 (Volt/PH) Submersible Effluent Pump can be used. 20 ft. cord length. When the pump shuts off, the liquid shall drain back to the pump chamber. The Dosir g Cycle shall be 150 gallons, (3) three times per day. Adjustments in float controls will be req ' ed in the future as flows and inhabitants change. LEVEL CONTROL: E level control can be used, SJE Rhombus Ball Float, naturally open, Mechanical Pi, equal compatibility. ALARM: A visual and adible alarm shall be incorporated into the controls and el connections. Alarm to be i# a open area or area easily visible. Page 3 of 4 NOTES: 1. The building sewer per foot (2%). Ben( 2. Strip all topsoil in al 3. Assemble and instal manufacturer's reco 4. Avoid vehicle traffic 5. The Septic System I backfill. ine from the house to the septic tank shall have a slope of 1/4 inch s in the building sewer shall be limited to 45 degrees. ►sorption bed area. Reuse for vegetative cover. . the Infiltrator Chambers in the trenches according to the or animal concentrated loads over the system. Fencing advised. stallation shall be inspected by the Design Engineer prior to 6. ABANDONMENT OF EXISTING SEPTIC SYSTEM: The existing system will be pumped, crushed and abandoned on site using clean sand and topped with native soils according to 4 .9, (C). 7. Install galvanized urdon fitting on discharge line from pump to chamber exit (to facilitate future maintenance and replacement of pump). 8. Install 1 /8" galvanized chain from pump housing to concrete tank sidewall at an elevation above highest effluent level and fasten as needed to remove submerged pump. 9. All installations shal 1 meet the rules and regulations of the Eagle County Environmental Health Division. 10. Electrical requirements of pump to be determined by Electrical Contractor prior to construction. In general, all electrical to be 18" below grade, and pump requires a min. (1) 15 Amp breaker for alarm controls and (1) 20 Amp circuit for the pump. See 43.3CCR 710-1. MINIMUM DIMENSIONS TO FACILITIES ACTUAL (MIN. REQ'D) SEPTIC TANK TO BUILDING 80 FT (5 FT) SEPTIC TANK TO WA R LINE 107 FT (10 FT) SEPTIC TANK TO ABSO TION BED 12 FT (10 FT) ABSORPTION BED TO N /ELL SPRING '/2 MILE (50) ABSORPTION BED TO I UILDING 75 FT (20 FT) ABSORPTION BED TO I IATER LINE 100 FT (25 FT) ABSORPTION BED TO I UUGATION 170 FT (50 FT) ABSORPTION BED TO PROPERTY LINE 30 FT (10 FT) BUILDING SEWER TO V rATER LINE 28 FT (10 FT) See 43.7, Table 7-1 for further information and requirements if changes are made to assure proper clearances. Page 4 of 4 3 BROCK CONSULTING, LL Professional Services P.O.B.3644 Eagle, CO �[ 970-471-2121 : J Fax 970-328-0875 brockconsulting@centurytel.net , .�1 w 0 72 w w 'Tt Date: OCT. 2 O !+ Project: k,/AHL-E(,T Subject: DC7SL f,�ND Attendees: ETAI L- J C �• W �J O t.1 v ►ij - - 01 - - - - -- / .1-4 09 , T �� I o 72 Iv I• � � N �Q w M Q v IN U. l0 4 N Q O O ZI I=► c --y v Ill o QC J �LU 4z=_o � a C) 111 Q oo � a io ILL o CZ t4 :2 rzjy '� V UJ O. 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Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Plus Standard LP Chambers 0 Quick4 Plus All -in -One or Q4 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe ❑ Laser, Transit or Level ❑ Tape measure ❑ Shovel and Rake ❑ Utility Knife ❑ 1 1/4-inch Drywall Screws* ❑ Screw Gun* ❑ Small Valve -cover Box* ❑ 4-inch Cap Inspection Port ' Optional These guidelines for construction machinery must be followed during Installation: ❑ Avoid direct contact with chambers when using construction equipment. Chambers require a 12-inch minimum of compacted cover to support a wheel load rating of 16,000 Ibs/axle, or equivalent to an H-10 AASHTO load rating. 1 ❑ Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. ❑ Avoid stones larger than 3 inches in diameterIn backfill. Remove stones this size or larger that are in contact with chambers. Installing the Chambers and End Caps 1. To allow pressure laterals to drain after eachi dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap -off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. 1" PRESSURE LATERAL 2- PRESSURE LATERAL (TYP.) 2. With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3. Insert the pressure lateral pipe into the end cap's drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. L 1"OR 2' TRENCH BOTTOM PIPE PLACEMENT Drill pressure pipe hole. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Note: Health, departments may require a wet -run pressure check to be done prior to chamber installation when the pipe is lay- ing on the around. Check with your local health department for the proper procedure. S. (Method A) Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B) With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. Place end cap over inlet end. Secure pressure pipe. 7. Lift and place the next chamber onto the previous one at a 45-degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A) Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. 11. Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to cut a hole in the top of the Quick4 Plus All -in -One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the `Installing Optional Inspection Ports" section in the general installation instructions. 12. If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. Lateral pipe through end cap. Failure to comply with these Installation Instructions may Invalidate the warranty. "V� O%�(t�Al, Contact Infiltrator Systems' Technical Services Department for assistance at 800-221-4436. Vyr 1500 Gallon Top Seam Item # Three Compartment 150OT-3CP-I.H with Low Head Pump Top View Section View HCM � _-, :.JL Tank: i "Meets ASTM C-1227 spec including C-1644-06 for resilient connectors • 6000 psi concrete . Delivered complete with internal piping Service conbwb available for maintenance 24• lNa�rt,uRt Parer + / HeipFtlZp /fit 71" t«rEk t, Pump: • Lowers TSS and improves effluent quality to field • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty fl YDoogxTlc SK V . Dimensions pp ii'C& 15' Long x 8' Wide inlet Outlet Length Width Height 56" below inlet invert 56" 73" 162" 78" 92" Net Capaolty Net weight Inlet 81de Wde Outlet Side Total Lid Tank Total 1,016 !ems 505 Usllone 505 9dons 2,026 pallons 5,420 Ibs 16,240 be 21AM Ibs Wastewater (719) 39�6764 P.O.. Booc925 • Systems Fax (719) 39&3727 Buena Vis% CO81211 FFD-7 WPRECAS�Tq Y . Products Ine. • Service Wsbalte: www.valleypr.com EmlaH: trot ddesk&Wleyprec ast com IV Pump Characteristics Pump/Motor Unit Submersible Manual Models SKV50M1 SKV50M2 Automatic Models SKVSOAI Horsepower 1 /2 I Full Load Amps 11.0 I 5.0 Motor Type Split Phase I R.P.M. I 1750 phase U Voltage 115 230 Herr , 60 , Operation Intermittent Temperature NEMA Design I 1401 Ambient L Insulation Class B Discharge Size 2" NPT std. (3" opt.) Solids Handling 2" Unit weiaht S4 ibs, Power Cord 16/3, S1TA, 115V = 10' std. (20' opt.) I 230V = 1011 std. � Materials of Constructi n Handle Steel Lubricating Oil Dielectric Oil Motor Housing I Cast Iron I Seal Plate En ineered Thermoplastic Pump Casing Cast Iron Shalt i Stainless Steel i Mechanical S1641 Seal I Seal Faces: Carbon/Ceramic i Seal Body: Brass Spring:Stainless Steel Bellows: Buna-N Impeller Engineered Thermoplastic Upper Bearing Single Row Ball Bearing , Lower Bearing Single Row Ball Bearing Fastener I Stainless Steel I Performance Data ■■■■N■■■■■■N■■■■■■■■■■■■■■■■■■■■■■ - HHN■■■■■■!■■H■■■!!H■H! MINN ■■■■■■■■■■■■■■N■■■■N■■■■■■■■■■■■■■ MEN H■!■■!!!■■■ri��■■!■■!■H■■!■■MINE !!■■■■■■■■■■!� ■!!■■■■■!■ii�!��■■! !!!!N!!■!■!!!■!!!!H!!!■!■■H!!!!►`� H!!ISO MEN MOMS ■■N!■!!!!■■■■■■■■■■■■■!■■■■!!■■■■■■ Dimensional Data 4-5/16 i 4 314 3-13/16 H-7/16 2 NPT DISCHARGE _j 11-12 PUMP ON 12-5,16 All dimensions in inches. Metric for international use. Component dimensions may vary ± ir8 inch. Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On/ruff. Ipycl adlnctahle. We. re¢ORIe the right to make revisions to Ct1r prC!JUCt and their epa.Cifir?tjnn.c without notice. 2003 Hydromatic, Ashland. Ohio. All Riahts Res r' I'no PAID R O M A'F i O .- - your Authorized Local Distributor - Q Q V ; + Pentair Pump Group I1840 Baney Road Ashland, Ohio 44 305 ;A lei: 419-289-3042 Fax: 419-281-4 87 A �. l ,l� www.hydromatic.com �� -' Item #: The SKV50 is a completely submersible ejector pump for use in handling wastewater and sewage in residential and commercial building applications; and is available in automatic or manual configurations. Automatic models feature either a wide-angle mechanical float switch or a mechanical diaphragm switch with piggyback plug-in arrangement. The switch is adjustable, easy to service and manual operation. A BENEFITS A. Water-resistant power cord with molded plug is available in 10 or 20 foot lengths. B. Heavy-duty, cast iron construction provides long life and assists in heat dissipation for cooler motor operation. C. Oil -filled motor provides superior cooling and permanent lubrication of bearings minimizing maintenance and extending service life. D. Upper and lower ball bearings support motor shaft, minimizing the effects of impeller thrust loads. This design results in minimum friction and perfect alignment of rotor, for longer service from pump. E. Energy -efficient 1/2 HP motor runs cool and quiet for long life. Motor windings contain automatic -reset, thermal overload protection. standard 2 inch NPT (3 inch Mechanical shaft seal is carbon and ceramic faced for long, leak proof life. H. Bottom inlet has no screen to become clogged, providing optimum pump performance and minimal maintenance. The high -capacity, vortex, thermoplastic impeller, which is threaded to a stainless steel shaft, efficiently handles up to 2 inch spherical solids. Pump -out vanes on back on impeller prevent stringy materials from binding impeller or shaft. Ju HYDROMATIC Pentair Pump Group Page 3 FEATURES The Hydromatic SKV50 submersible pump is specifically designed to meet the demands of residential wastewater and sewage applications, and the quality standards of the professional plumber. The 2 inch NPT discharge pump is available with a powerful 1/2 HP motor, in both automatic and manual configurations. The SKV50 can handle capacities up to i � Qn ! o g � �� ga1��on�s per m�inut« and � h reads to �� 20 feet. f _ The SKV50 features are impressive. The heavy-duty cast iron an engineered Ins d d thermopic-IS I iou U�.AIUi - _ provides durability in rugged applications. The pump's high -capacity, recessed, vortex impeller is threaded to a stainless steel shaft providing long life in demanding applications. The recessed impeller speller is Capable of passing 2 inch spherical solids and lint. 1 he .��,V_,0 ;s offerer, �n two automatic configurations. The SKV50AD uses a diaphragm piggyback switch to operate the pump automatically. The SKV50AW uses the wide angle mechanical float switch - shown below. The SKV50's oil -filled motor provides -- J I..L._:__a:_ ll - superior cooling ai!� i !i i� y !i :�i!Lli 1, allowing the motor to run cool, quiet and trouble free for years. This oil -filled design also provides permanent lubrication of the maintenance and extending the life of the pump. in Oroaddition, to protect against overheating and Costly repairs, the motor windings contain an automatic reset thermal overload. Ju Page 2 ��aaCK bwitch Q.ld'y, ~/GSA HYDROMA Pentair Pump Group 0 9 ' �ONA��* 10 L'4 9 1 IVA IA SKV50 Submersible Sewage Ejector • Residential Sewage High -Capacity Sump • Septic Tank Effluent CID - If HYDROMA IC Pentair Pump Group 051 �ss'ONA EN�� galley, Precast, Inc. P.O. Bok 925 Buena'Vista, CO 81211 Phone: 19-395-6764 Fax: 19-395-3727 www.valleyprecast.com Name / Address Brock Consulting, LLC P.O. Box 3644 Eagle, CO 81631 Item I Description 1500T-3CP 11500 Gallon Top -Seam Three Compartment Tank (2000 Delivery Location Eagle Area Area 12 Gallons Total Volume) Set Fee Tank Set Fee 1 st Compartment RP24 24" Diameter PVC Rist r Double Wall (per foot) PRTA24 24" Tank -to -Riser Adapter PRTA24BDKIT 24' Adapter Bolt Down Kit ADH100 Riser Adapter Adhesiv FL24012-4B 24" Fiberglass Lid with 2" insulation and urethane gasket 2nd Compartment RP24 24" Diameter PVC Rist r Double Wall (per foot) PRTA24 24" Tank -to -Riser Adal iter PRTA24BDKIT 24' Adapter Bolt Down Kit ADH100 Riser Adapter Adhesiv FL24GI2-4B 24" Fiberglass Lid with 2" insulation and urethane gasket FTSO444-36 Standard Effluent Filte 3rd Compartment LH Pump SKV50-20 1/2 HP, 115 Volt Sewage Pump, 2" Solids Capable HV200BQ-SCG 2" Hose & Valve Asser ibly with quick disconnect & ball valve RRFB Float Bracket ADH100 Riser Adapter Adhesive FL24GI2-4B 24" Fiberglass Lid wit 2" insulation and urethane gasket RR2424+SX+20 PVC Riser - 24" dia. 2 " tall, with SX & G2 PRTA24 24" Tank -to -Riser Ada, ter PRTA24BDKIT 24" Adapter Bolt Do Kit SIETMCT Simplex Panel, 115VNr/Etm,Ct Thank you for your business. Any specialty items require two weeks notice; including some tanks. Coiiitact Name NB Estimate FctimatF tt 3854 Date of Estimate Estimate Expires 10/30/2014 30 Days Qty j Cost i Total 2 1 1 i 1 1 1 I I 1 1 1 ,I 1 1 I Subtotal Sales Tax (2.9" o�Pp0 l/e! V Total �� Page 1. Valley Precast, Inc. P.O. Box 925 Buena Vista, CO 81211 Phone: 719-395-6764 Fax: 719-395-3727 frontdeskCval leyprecast. com www.valleyprecast.com Name / Address Brock Consulting, LLC P.O. Box 3644 Eagle, CO 81631 Delivery Location Eagle Area Area 12 Contact Name NB Estimate Estimate # 3854 Date of Estimate Estimate Expires 10/30/2014 30 Days Item Description Qty Cost Total SBEXi-4 External Splice Box (4 cords) I MF3A-YBR-51V 3 Float Assembly 1 14-4/ft 14-Gauge Direct Bury Four -Strand Tray Cable per foot 40 12-2/ft 12-Gauge OF-B Direct,Bury Wire per foot 40 Install P Pump Installation (physical installation, setting hose and 1 valve, bolt down or cast in tank adapter, set vault, riser check) Onsite Startup Onsite installation (parcel placement OUTSIDE, conduit, 1 wiring, startup procedures, warranty) NOTE: If conduit is required, conduit from splice box to control panel to he done by others. OPTIONAL Complete Low Head Effluent Pump System OAP '0" LEy �sS NA%_ Thank you for your business. Any specialty items require two weeks notice; including some tanks. Subtotal Sales Tax (2.9%) 1W Total Page 2 BROCK CONSUL 71VO, UC Professional 5ervices September 16, 2015 VIA. email: [environmentrri)eaglecountv.us] Eagle County Environmental Health Department P.O. Box 850 Eagle, CO 8163 BCGGC 676 Mesa Drive P-0.9. 36g4 Eagle, CO E7637 Direct 970-,477-2727 Fax 970-328-0875 brockconsulting@centurytel-net Reference: Engineering Certification Letter for Wahlert Residence Reference: OWTS 11-14-11779 0218 Albertson Road, Burns, CO 80426 PN 1685 292 00029 Dear Department of Environmental Health: Please accept this certification letter, as -built drawing and pictures as certification of the OWTS serving the Wahlert residence at 0218 Albertson Road, Burns, in Eagle County, Colorado has been installed as reflected on the As Built Drawing, attached, and constructed per Eagle County Septic Regulations by licensed septic installer Bob Ford d.b.a. Bob's Excavating & Home Repair (license #47-14) and owner Kevin Wahlert. if you have any concerns with this submittal, please call me. Sincerely, Vern L. Broc , �PE. Brock Consulting, LLC cc: Kevin & Jelaine Wahlert �o Attachments: AS -BUILT DRAWING, 09/16/15c','�'; Actual dimensions to Facilities as of 09/16/15 �51i Progress Pictures of 11-06-14 FSS70lV A�- � 1 MINIMUM DIMENSIONS TO FACILITIES ACTUAL (MIN. REQ'D) SEPTIC TANK TO BUII, ING 47 FT (5 FT) SEPTIC TANK TO WATI R LINE 73 FT (10 FT) SEPTIC TANK TO ABSO TION BED 12 FT (10 FT) ABSORPTION BED TO V TELL SPRING %2 MILE (50) ABSORPTION BED TO B JILDING 50 FT (20 FT) ABSORPTION BED TOV ATER LINE 75 FT (25 FT) ABSORPTION BED TO 11 RIGATION 130 FT (50 FT) ABSORPTION BED TOP tOPERTY LINE 30 FT (10 FT) BUILDING SEWER TO VYATER LINE 28 FT (10 FT) nts if changes are made to C:\Users\Vem Brock\Desktop\)PR CONSULTING\Wahlert Septic\Drawings\SSI - Septic As Buih-dwg, 9/1S/20151026:13 PM, 1:1 & JELAINE WAHL ERT RESIDENCE OWTS # 11-14-11779 PROGRESS PICTURES 0718 ALBERTSON ROAD, BURNS, COLORADO 3 CHAMBERS WITH DOSING CHAMBER (FAR END WITH WHITE RISER). WIRING TO JUNCTION BOX AND ALARM BY OTHERS. BIO FILTER PIPE (SHOWN) INSTALLED BETWEEN 2ND AND 3RD CHAMBERS. Page 1 1 56 CHAMBER MOUND SYSTEM WITH PRESSURE DOSING FROM TANK THIRD CHAMBER. NOTICE 2 FT DEPTH X 6 FT WIDTH OF IMPORT SAND BED. VIEW PRIOR TO BACKFILL WITH SAND, TOPSOIL. 11/6/14. Page 1 2 BACKFILL OF TANK AND CHAMBER. SAND BACK BETWEEN INFILTRATORS AND OUTSIDES. 11/6/14 Page 13 56 CHAMBERS SHOWING 2 INCH SCH 40 PRESSURE DOSE MANIFOLD TO 1.-3,/4 INCH LATERALS ATTACHED TO TOP OF CHAMBERS. DOSING PIPE SLOPES BACK TO SEPTIC TANK TO PREVENT FREEZING. Page 14 JAN 10 2015 PIC OF SEPTIC TANK ONLINE FINALIZATION BY SEPTIC INSTALLER BOB FORD (LIC #47-14) Page 1 5