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HomeMy WebLinkAboutSDP200900100 Legacy Document 2010-04-27t !1y COMMONWEALTH OF VIRGINIA VIRGINIA DEPARTMENT OF HEALTH Albemarle County Health Department PO Box 7546 Charlottesville, VA 22906 (434) 972 -6219 AOSE Consh- uction Permit Approval Letter —Level l Review April 26, 2010 Pleasant Grove Baptist Church C/O AC Shelton 711 Hospital Street #Suite 12 Richmond, VA 23219 Subject: Sewage Disposal System Construction Permit Health Departmenet I.D. # 101 -10 -0106 TMP # 31 -27A1 Dear Mr. Shelton: This letter, in conjunction with the approved plans (17 pages) dated December 8th 2009, which are attached, constitutes your permit to install a sewage disposal system [and well]. The application for a permit was submitted pursuant to §32.1 -163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer working in consultation with an AOSE for residential development. The permitted site was certified as being in compliance with the Board of Health's regulations (and local ordinances if the locality has authorized the local health department to accept private evaluations for compliance with local ordinances) by: (Daniel Vaughan Mairs, AOSE # 182, ). This letter is issued in reliance upon that certification. The Board of Health hereby recognizes that the soil and site conditions acknowledged by this correspondence, and documented by additional records on file at the local health department, are suitable for the installation of onsite sewage disposal systems. The attached plat (or plats) shows the approved areas for the sewage disposal systems. This letter is void if there is any substantial physical change in the soil or site conditions where a sewage disposal system is to be located. If modifications or revisions are necessary between now and when you construct your dwelling, please contact the Authorized Onsite Soil Evaluator (AOSE) or Professional Engineer (PE) who performed the evaluation and design on which this permit is based. The name, address, and phone number of the AOSE /PE appears on the certification form attached to this permit. Should revisions be necessary during construction, your contractor should consult with the AOSE/PE that submitted the site evaluation or site evaluation and design. The AOSE or PE is authorized to make minor adjustments in the location or design of the system at the time of construction provided adequate documentation is provided to the Albemarle County Health Department. This authorization is null and void if conditions are changed from those shown on the application or conditions are changed from those shown on the attached construction drawings, plans and specifications. No part of any installation shall be covered or used until inspected, corrections made if necessary, and approved by the Albemarle County Health Department or unless expressly authorized by the Albemarle County Health Department. Any part of any installation which has been covered prior to approval shall be uncovered if necessary, upon the direction of the Department. This authorization to construct a sewage disposal system expires: October 26, 2011. Sincerely, / 7� Josh Kirtley Env. Health Specialist cc: Daniel Vaughan Maus - AOSE # 182 1670 Merriefields Lane Ruckersville, Virginia 22968 Onsite Sevdage and Water Program TAGSHEET A`ppli ation Type: ' O Bare E f;OSE O Engineered Zombination 0 Septic Only 0 Repair 0 Certification Letter 0 Well Only 0 Replacement Well o Well Abandonment o Existing Review Health Dept Permit ID #: � C',' � {, - r Owner of Property; r /V'_ Agent for Owner: % Tax Map & Parcel; Subdivision: _..- Lot: Section: Block: Site Visit; EHS Assigned Scheduled Date: – ll f,' t L I;'j f t ti I Time: Rescheduled Date: Time: Comments: M,Level I o Level II Review Completed: DATE t . 3o INITIALS ,)OK Permit: sued o Denied 0,K- Given to Office Support for Data Entry: Data Entry Completed by Office Support: —4''` 1U Ico Date Permit/Denial Letter: o Mailed o Picked Up Picked Up By: DATE INITIALS Installation Inspection Called In: Contractor: Time Requested: Follow -Up Inspection Called In: Time Requested: All Completion Documents Received: o YES o NO Operation Permit Signed & Issued; o YES o NO Copy: o Mailed /Faxed to Building Inspections • Mailed to Owner /Agent • Picked up by OwnerlAgent AICIS G®N Ej T'R I_.1 G-r1U3 tV Josh Kirtley Environmental Health Specialist, Senior Thomas Jefferson Health District 1138 Rose Hill Drive Charlottesville, Virginia 22906 April 13, 2010 Re: Pleasant Grove Baptist Church Request for Septic and Well Approval TM 31 Parcel 27A I Dear Mr. Kirtley: As you are aware, before Albemarle County can approve a site plan, Virginia Department of Health approval of the septic site and design is required. You will find attached, a copy of the site plan with the septic and well locations indicated on the plan. Pleasant Grove Baptist Church will conform to the layout illustrated on this plan. The building, the parking, the entrance, the storm water management facilities, the septic drain fields and the well location will be constructed as shown on the attached plan. The septic system designed by Mr. Mairs will use no more than 600 gallons of water per day. Once the site plan has been approved by Albemarle County, the Pleasant Grove Baptist Church will submit a building permit application to Albemarle County. A copy of the approved building permit application will be submitted to the Thomas Jefferson Health District of the Virginia Department of Health once it is received. If any changes occur that require relocation of the septic site, well, building, entrance, parking, and storm water management facilities, you will be contacted and you will receive copies of the plan illustrating the changes. If you have any questions, please contact me. Sincerely, Shelton ACS Construction VA inc. Agent and General Contractor for Pleasant Grove Baptist Church 711 Hospital St. Suite 12 Richmond, Virginia 23219 Cell 404-992-7448 Fax 678 - 254 -4018 1 P a. 2� �b „b v 8n� F N a o _ Q�nO 8 J S O �P s 3 ¢ 4 DOWNING SURVEYS, INC. 30 5S. WA5F@iQIONFIR'YSME'K' ABMAND,VA 21005 EROSION CONTROL PLAN PLEASANT GROVE BAPTIST CHURCH WiHE ; V (Pf) 796 -6795 &748 -3609 (FAR)798 -3546 NnEHAllO'5WOFAIN ASIEcom - PASM 323Sfarfya .�rrd(f¢.F.d..�7S1(l o�°e, X2'936 9G�f.99B.719B April 15, 2010 Mr. Josh Kirtley Environmental Health Specialist Sr. Thomas Jefferson Health District 1138 Rose Hill Drive - P. O. Box 7546 Charlottesville, VA 22906 Dear Mr. Kirtley, The Pastor and members of Pleasant Grove Baptist Church located at 3235 Earlysville Rd, Earlysville, VA 22936, have appointed Mr. A. C. Shelton as our agent to sign the document that we will place the drain field, well, and building site in accordance to the site plan. Sincerely, Rev. Shi -ley H. Chapman, Pastor Deborah Terrell, Recording Secretary SHC /dst Ocanql e! atrwnhJpmodboadoom,! dastaee lbyexRreLsidaave+adaer.Forge how Codaadw am&e peopfec�AhpmJ�gxda9eafgles�eec 7bdegU.KatYhmrRtsvok+G Psdia95:6r7 Onsite Soil Consulting, LLC page 1 of 17 Authorized Onsite Soil Evaluator A /1Ar• /r r® r% . r AuSairc Report Tor construction permit Lot 1 Sec._, Subd. Pleasant Grove Baptist Albemarle County Location of property: Tax Map # 31 -27A1 GPIN Church Latitude /Longitude Applicant or Client and Address: Prepared by AOSE/PE: AC Shelton J434-960-8658 aughan Mairs, AOSE #182 ACS Construction VA Inc. nsite Soil Consulting, LLC 711 Hospital St., Suite 12 70 Merriefields Ln Richmond, VA 23219 uckersville, VA 22968 404 - 992 -7448 Date of Report: 12/8/2009 AOSE Job No.: 09010 Revision Date: Health Dept. ID No.: Contents/Index of this renort: 7 J 1 n L4 ( 7' !; P. 1: Index/Certification page P. 6: Construction Drawing P. 1 t: Zoeller 98 Specs. L 4e P. 16: Abbr. Design (reserve) P. 2: Health Dept. Application P. 7: Pump Chamber Diagrarn P. 12: Soil Eval. (primary) P. 17: Soil Descr. (reserve) P. 3: System Specifications P. 8: Pump Curve Data P. 13: Abbr. Design (primary) P. 4: Design Calculations P. 9: Pump Sys. Specs. P. 14: Soil Descr. (primary) P. 5: Site Sketch P. 10: Zoeller 98 Specs. P. 15: Soil Eval. (reserve) I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling mid Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-615), and other applicable policies of the Virginia Department of Health. Furthermore, I certify that my evaluation and/or design contained herein complies with all applicable laws, regulations, and policies implemented by the Virginia Department of Health. Ireconnuenda construction permit be approved /onwealth "' p f . VAUGHAN AOSE M182 f 4107 Onsite So Commonwealth of Virginia Application fm: [Z] Sewage System ❑✓ Water Supply Owner Pleasant Grove Baptist Church Mailing Address 16965 SPOTSWOOD TRL Ruckersville, VA 22968 Agent AC Shelton, ACS Construction VA Inc. Mailing Address 711 Hospital St., Suite 12 Richmond, VA 23219 Site Address Health Department Due Date VDH Use Only IDN Phone 434- 296 -7250 Phone Fax Phone 404- 992 -7448 Phone Fax 678- 254 -4018 Email ac00 @comcasLnet Directions to Property: From Charlottesville take Earlysville Rd (SR743) towards the Earlysville The property is on the right side of Earlysville Rd, 0.7 miles past the airport traffic circle. Subdivision Section Block Lot 1 Tax Map 31 -27 -A1 Other Property Identification Pleasant Grove Ch Dinneusiom/Aereage of Property 2.0 ac Sewage System Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to build. For New Construction: ❑ Certification Letter [Z] Construction Permit For Existing Construction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: ❑ Single Family Horne (Number of Bedrooms n/a ❑ Multi- Family Dwelling (Total Number of Bedrooms _) ❑✓ Other (describe) Church 600 gpd Will there be a basement: Yes ❑ No ❑✓ . Ifyes, will there be fixtures in Basement? Yes ❑ No ❑ Are any conditions proposed on this construction permit? ❑ Yes ❑d No. If yes, please check or describe all roposed conditions that apply: Reduced water flow ❑Limited occupancy ❑ Intermittent of seasonal use I'emporary use not to exceed I year Other (describe ) Water Supply Will the water supply be ❑ Public or ✓❑ Private? Is the water supply ❑ Existing or ❑✓ Proposed? If proposed, is this a replacement well? ❑ Yes ❑✓ No. Will the old well be abandoned? ❑ Yes ❑ No. Will any buildings within 50' of the proposed well be termite treated? ❑ Yes [Z ]No. All Applicants Is this an AOSE /PE application? ❑✓ Yes ❑No Ifyes, is the AOSE package attached? ❑ Yes ❑No. ht order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show your properly lines, actual and /or proposed buildings and the desired location ofyour well and/or sewage system. When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Ilealth (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and pprove . i in - Owner /Agent Date ROSE Form D Revised 11/16/06 Page 2 Of 17 Installer, please contact Vaughan Mairs (cel 434 - 960 -8658) as soon as the installation is scheduled to arrange a pre- construction meeting. System Specifications Property ID: Pleasant Grove Ch Applicant Information Name Pleasant Grove Baptist Church Address 16965 SPOTSWOOD TRL Ruckersville, VA 22968 Tax Map No. 31 -27 -A1 GPIN No. 03100- 00- 00 -027A1 Directions see Page 1 of 17 General Information System Type septic tank, drainfield (e.g. septic tank, drainfield) Type of property commercial (e.g. cormnercial, residential, etc.) Conditions Sewer Line Schedule 40 PVC, 4" ✓ or equivalent (add check or describe equivalent below) NOTE: The minimum slope for three- and four -inch sewers is 1 -1/4 inches per 10 feet. NOTE: The sewer line exits from the main level. A grinder pump will be used for basement fixtures Conveyance line /force main Informat: Method pumping (e.g, gravity, pumping, dosing siphon) If pumping, attach Pump Spec Sheet Material Schedule 40 PVC Pipe diameter 2" Slope of pipe n/a (in inches) minimt Header line Information 1500 pound crush strength Yes ✓ Minimum slope is 2" /100 ft. Yes ✓ AOSE VAUGHAN MARS, #182 AOSE Fmp 1 Revised 11/16106 GRAVEL & PIPE ONLY SUBSTITUTE OR CHAMBER SYSTEMS WILL NOT BE APPROVED Phone 434 - 296 -7250 Property address Subdivision Section Block Lot 1 Number of bedrooms n/a Daily flow 600 (gpd) Septic Tank — Inlet /Outlet Structure Capacity: 1250 gallons 2 °septic tank n/a gallons Per the 2000 Selvage Handling & Disposal Regulations, Check which option chosen: Septic tank with inspection port ✓ Septic tank with effluent filter _ Reduced maintenance septic tank Distribution box Information No, of boxes No. of outlets _ Box #2: 2 in, 3 out Surge or splitter box required: Yes —No ✓ Percolation line Information /Absorption Area Center to center spacing 9 ft. Required spacing 9 ft. Installation depth 48 inches Aggregate depth 13 inches No. of Laterals 9 Lateral length 6 x 76' Lateral bottom slope 2 -4 inches Lateral width 36 inches Date 12/8/2009 Page 3 of 17 Design Calculations Property ID: Pleasant Grove Ch Flow Type of use (— idcmial, ct,) commercial Show Calculations Here No. Of bedr'o nis: n/a Maximum seating (congregation, choir, and officials) = 200 No. of employees: Usage = 3 gallons per each person Square Footage of building space:_ No commercial kitchen to be installed. Small kitchen for food Daily flow (peak design) in GPD: 600 Warming purposes only. Treatment No. ofseptic tanks: 1 Show Calculations Here Size of septic tank(s): 1250 gallons Pretreatment required? _yes ✓ no If yes, specify type of treatment device: Absorption area design Soil Texture Group: II If pump system, enhanced flow, or LPD show Reserve area required? ✓ yes no calculations here or on a separate sheet. _ _ 50% ✓ 100% _other (check one) (dosing volume, head, pump design, etc.) Specify other pump specs pp 6 -10 of 17 Reserve area requires Advanced Secondary difference in elev. D -Box - Pump Tank = 10' Treatment (Puraflo, Advanlex, Ecol lo, or equivalent) add 5' for pump elev. = 15' total static head. pipe length = 105' Water Supply Class ofwell: 3C Describe (bored, drilled): drilled Distance between septic tank(s) and well: 210' Distance between absorption area and well: 190' ' Information and calculations required for commercial and/or conditional use applications only AOSE Fonn I Revised 12/9/05 Page 4 of 17 0116 OMM 111.0" XMap® 5.2 GIS Editor r `s PRIMARY EX. WELL DRAINNELD l QREg ., f . OE 9saa " �,a . M �•. ''•�.' p -RESERVEDRAINFIEL'D EA •" y,' _ - (ADVANCED SEC }lDARYTktE I In )a(a use subject to license. © DeLorme. XMapg) 5.2 GIS Editor. ti•H �s.c•vn i -delorme.com 1 = 75.0 R aData Zoom 17 -7 ^ page 7 of 17 PUMP CHAMBER SPECIFICATIONS PUMP CHAMBER SIZE IN GALLONS 1250 GALLONS PER CYCLE 300 ORAWDOWN IN INCHES 12 MAXIMUM PUMP CYCLE TIME: (GALLONS PER CYCLE / 21 GPM): 14 MINS., 17 _SECS PUMP MUST PROVIDEZLGPM MiNum AT SYSTEM HEAD. THE PUMP STATION MUST BE PROVIDED WITH CONTROLS FOR AUTOMATICALLY STARTING AND STOPPING THE PUMP BASED ON WATER LEVEL THE ELECTRICAL MOTOR CONTROL CENTER AND MASTER DISCONNECT SWITCH SHALL BE PLACED IN A SECURE LOCATION ABOVE GRADE AND REMOTE FROM THE PUMP STATION. ' EACH MOTOR CONTROL CENTER SHALL BE PROVIDED WITH A WNUAL OVERRIDE SWITCH. A HIGH WATER ALARM WITH REMOTE SENSING AND ELECTRICAL. CIRCUITRY SEPARATE FROM THE MOTOR CONTROL CENTER CIRCUITRY SHALL BE PROVIDED. THE ALARM SRALL BE AUDIOVISUAL AND SHAD. ALARM IN AN AREA WHERE IT MAY BE EASILY WOWTORED (LIVING AREA). ALL ELECTRICAL CONNECTIONS SHALL BE HARDWIRED IN THE ELECTRICAL JUNCTION BOX. ALL PIPING SHALL BE OF THE PRESSURE TYPE WITH PRESSURE FITTINGS THAT ARE CHeW.ALLy FUSED. 00 NOT USE ANY COMPRESSION FITTINGS. USE GLUE OR SCREW FITTINGS ONLY, USE AN OPEN FACED CENTRIFUGAL PUMP DESIGNED TO PULP SEWAGE. PUMP CHAMBER MUST BE LEVEL AND WATERTIGHT. ' USE AN APPROVED PUMP CHAMBER ONLY WATERPROOF Amnm BOX 6 MIN. I 24' MUM OPENUM �— SEAL SI 80 UWOt7 OR CAMLOCK OOUPLM GATE ±— VALVE IC SCH. 40 INVERT OF INLET .--._.------------------------------------------ MAXIMUM USABLE VOLUME — i ;--------- ► • - = -• -• . . . .. ........ - . MINIMUM 1/4 DAY STORAGE —► 6" min. HIGH WATER ALARM - ---------------------- -------- -- 3' PUMP ON ---------- .. -_. PUMP CYCLE DOSE - - -s 12- PUMP OFF .............. T PUMP TO BE SUBMERGED AT ALL TIMES j 16" min. 18• TO 24' MAX COYER SECURE FORCE MW4 E PVC SCH.40 NONCORROSNE w— LIFT ROPE CHECK VALVE 11W WEEP HOLE RPUMP CIA. CONCRETE WELL LID U E m s erg r r I PUMP $ SYSTEM CURVES GPC Known - Tank Capacity Known riow tuvmj ® System Curve GPM TDH 0.00 15.00 15.00 15.62 30.00 17.23 45.00 19.73 60.00 23.06 75.00 27.19 90.00 32.09 Entered GPM 21.00 TDH at Entered GPM (ft) 16.15 Suggested Pumps CLINE 0 Curve 0 Curve Dosing Dosing Dosing Min 9.1 Min 8.9 Min 7.3 Sec 545.7 Sec 532.0 Sec 435.4 Equilibrium Equilibrium Equilibrium GPM 32.99 GPM 33.83 GPM 41.34 TDH 17.66 TDH 17.79 TDH 19.05 Pumps Pumps Pumps 151 98 137 Sizing ID 104338 Job Number 07029 Modified 12/8/2009 10:34:00 AM Job Pleasant Grove Baptist Church Address Customer AC Sheldon Phone 404- 992 -7448 Contact Contractor Address Phone VAUGHAN MAIRS �/ AOSE#182 / ,I,, page 8 of 17 Electrical 115 volt, 1 phase, 60 Hertz page 9 of 17 Physical Dischage Size (IPS) 1.50 Pipe Size (IPS) 2.00 Pipe Length (ft) 105.0 Type of Pipe Plastic Solids Handling (in) 0.50 Static Head (ft) 15.00 Discharge Press 0.00 psi Fittings Thru Tees - Branch Tees 1250.0 45° Elbows - 90° Elbows 4 Gate Valves 1 Check Valves 1 System Specifications Pump Tank GPM: 21.00 Capacity (gal) 1250 Known GPC 300.00 GPC: 300.00 Pipe Size to Dist Box 2.00 Depth (in) 50 Minimum GPM 21.00 Tank Capacity (gal): 1250.0 Gal Per Inch (Tank): 25.00 Switch Setting (in): 12.00 , 7 .L /TV PUMP, �7iNCE 1gy •• a mation presented conditions at time n. Consult factory crepancies or es. Z/11t11 &. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256 -0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 (502) 778 -2731. 1(800) 928 -PUAIP • FAX (502) 774 -3624 COMPARE THESE FEATURES Non- clogging engineered plastic vortex impeller design. Corrosion resistant powder coated epoxy finish. Durable cast construction. Cast switch case, motor, pump housing and base. No sheet metal parts to rust or corrode. Castings -All cast iron class 25 -30 25000# tensile strength. Stainless steel screws, guard, handle, arm and seal assembly. Float operated submersible (NEMA 6) 2 -pole mechanical switch. Motor - Permanent split capacitor, 60 Hz, 1725 RPM, oil- filled, hermetically sealed, automatic reset thermal overload protection Bearings - Upper & lower oil fed cast iron. Carbon and ceramic shaft seal. Entire unit pressure tested after assembly. Watertight neoprene "❑" ring between motor and pump housing. Maximum temperature for effluent or dewatering 130 °F - 54 °C. Passes % inch spherical solids. No screens to clog. Standard cord length 15 ft. (UL Listed). 1 %" NPT Discharge (1 %" X 2" PVC Adapter included with BN & BE Models). On point - 9'/" Off point - 3" Major width - 10'/ ' Height - 12" SIMPLEX AND DUPLEX SYSTEMS AVAILABLE Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. © Copyric page 10 of 17 SECTION: 2.20.035 FMO973 L ® 0304 Supersedes 0403 visit our wed site: http: / /www.zoeller. com 'w PUMP PERFORMANCE CURVE MODEL 98 25 fi 20 U z 15 0 4 10 0 2 5 0 T ' I 10 2() 30 40 50 60 70 8t GALLONS LITERS If 80 160 240 FLOW PER MINUTE TOTAL DYNAMIC HEAD /FLOW PER MINUTE EFFLUENT AND DEWATERING CONSULT FACTORY FOR SPECIAL APPLICATIONS 1� - F� page 11 of 17 I Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available for with or without alarm switches. variable level long cycle controls. Refer to FM1922 and FM0806 for temperatures above 130 °F. SELECTION GUIDE t. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system. CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Switches, All Installation of controls, protection devices and vriring should be done by a qualified FM0477; EIactdcalAlfernafor, F1,10486; Meehan icalA ttemator,FM0495;SumplSewage Basins,Ff.10487; licensed 11allacian. All elemrical and safety Was should be follovied Including the Single Phase 5mple,, Pump Control, FMI596;AIarm Systems, FM0732, most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE DOWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Q Z O Co�Seloctlon Model Man aclurers of hlfp:19mvs,oel/er.com Amps SimpleM98 QUbC ?Y PU /AP6 •/JNCE ��/�/,J © Copyright 2004 Zoeller Co. All rights reserved. 9.4 1 N98 M5N 9.4 2 or 3 D98 4.7 E98 4.7 2 or 3 q SELECTION GUIDE t. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system. CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Switches, All Installation of controls, protection devices and vriring should be done by a qualified FM0477; EIactdcalAlfernafor, F1,10486; Meehan icalA ttemator,FM0495;SumplSewage Basins,Ff.10487; licensed 11allacian. All elemrical and safety Was should be follovied Including the Single Phase 5mple,, Pump Control, FMI596;AIarm Systems, FM0732, most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE DOWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Q Z O MAIL 70 P.O BOX 16347 Lou sole KY 40256 -0347 SHIPTO 3649 Cane Run Road Man aclurers of hlfp:19mvs,oel/er.com PU�I a�O Lausvife KY 40211 -1961 (502)778- 27311(800)928PUNP FAX (502) 774 -3624 QUbC ?Y PU /AP6 •/JNCE ��/�/,J © Copyright 2004 Zoeller Co. All rights reserved. page 12 of 17 ®nsie Soil Consulting, LLC Soil Evaluation Report Authorized Onsite Soil Evaluator Position in Landscape: sideslope above Swale Slope: 8% Depth to rock or impervious strata, in.: None maximum: minimum: Depth to seasonal water table (gray mottling or color), in.: None Free water present: No Range in inches: Percolation rate estimated: Yes Texture class: III Estimated rate average at depth: 60 Estimated rate slowest hole: 60 Percolation test preformed: No Comments: hand auger evaluation Name and title of evaluator. D. Vaughan Mairs, AOSE #182 1670 Merriefields Ln Ruckersville, Virginia 22968 Tel: 434-973-0273 Fax:434- 964 -1501 Number of percolation test holes: Depth of percolation test holes: Average percolation rate: Date: Project number: 09010 12/8/2009 Applicant: AC Shelton Health Department: ACS Construction VA Inc. Albemarle 711 Hospital St., Suite 12 Project name: Richmond, VA 23219 Pleasant Grove Baptist Church 404 - 992 -7448 Owner: James E. Thomas Lot. Trustees of Pleasant Grove Baptist Church 1 16965 SPOTSWOOD TRL Site: Ruckersville, VA 22968 primary Location: From Charlottesville take Earlysville Rd. (SR743) towards the Earlysville. The property is on the right side of Earlysville Rd, 0.7 miles past the airport traffic circle. Position in Landscape: sideslope above Swale Slope: 8% Depth to rock or impervious strata, in.: None maximum: minimum: Depth to seasonal water table (gray mottling or color), in.: None Free water present: No Range in inches: Percolation rate estimated: Yes Texture class: III Estimated rate average at depth: 60 Estimated rate slowest hole: 60 Percolation test preformed: No Comments: hand auger evaluation Name and title of evaluator. D. Vaughan Mairs, AOSE #182 1670 Merriefields Ln Ruckersville, Virginia 22968 Tel: 434-973-0273 Fax:434- 964 -1501 Number of percolation test holes: Depth of percolation test holes: Average percolation rate: Onsite Soil Consulting, LLC Authorized Onsite Soil Evaluator page 13 of 17 Abbreviated Drainfield Design Estimated Pere. Rate, min. /in. Number of Bedrooms 60 Project number Lot n/a 09010 Design Flow, gpd 600 Site rimary Trench Length, ft. Trench Width, ft. -�76 Number of Trenches ®l To be installed: 3 x 51'& 6 x 76' On- Center Spacing, ft. L� Usable Width of Area, ft. 73 Square Footage Required, sq. ft. 813 Square Footage Available, sq. ft. 1824 Installation Depth, in. qg Reserve Area Included in Layout 0% Other features ❑ Primary and reserve areas included in this design ® Pump system required ❑ Low pressure system required ❑ Secondary treatment required ❑ Secondary treatment recommended ® 3C well (100' minimum from any drainfield) ❑ 3B well (50' minimum from any drainfield) ® Regrading of erosion features, etc. required ❑ Ground control not on site at time of evaluation ® Thick vegetation on site at time of evaluation ❑ Deeper installation may be possible with backhoe review Other considerations The design flow is based on 200 seats at 3 gallons per each. 1670 Merriefields Ln, Ruckersville, Virginia 22968 Phone 434 973 -0273 Fax 434 964 -1501 Onsite Soil Consulting page 14 of 17 _, LLC Soil Profile Descriptions Authorized Onsite Soil Evaluator Date of evaluation 07/17/2007 Project # 09010 Project name Pleasant Grove Baptist Church Lot 1 Site primary Horizon Depth Description Texture Hole ID :a Estimated rate, (min /in): 60 @48 inches Class A 0 -6 yellowish brown (10YR5/4) loam II AB 6 -16 brown (7.5YR5/4) sandy clay loam II Bt 16 -42 red (2.5YR4/6) clay loam III BC 42 -72 red (2.5YR4/8) light clay loam and heavy sandy clay loam III Hole ID: B Estimated rate, (minlin): 60 @48 inches A 0 -6 brown (10YR5/3) loam II AB 6 -10 brown (7.5YR5/4) sandy clay loam II Bt 10 -36 red (2.5YR416) clay loam III BC 36 -54 red (2.5YR4/8), yellowish red (5YR5/8) light clay loam to heavy sandy clay loam III CB 54 -72 yellowish red (5YR5 /6), red (2.5YR4/8) sandy clay loam; few light clay loam tongues II Hole ID: E Estimated rate, (min /in): 60 @48 inches A 0 -8 yellowish brown (10YR5/4) loam II Bt 8 -36 red (2.5YR4/6) clay loam III BC 36 -72 red (2.5YR4/8), strong brown (7.5YR5/8) light clay loam to heavy sandy clay loam III page 15 of 17 Onsie Soil consulting, LLC Soil Evaluation Report Authorized Onsite Soil Evaluator Position in Landscape: sideslope above swale Slope: 8% Depth to rock or impervious strata, in.: None maximum: minimum: Depth to seasonal water table (gray mottling or color), in.: None Free water present: No Range in inches: Percolation rate estimated: Yes Texture class: III Estimated rate average at depth: 60 Estimated rate slowest hole: 60 Percolation test preformed: No Number of percolation test holes: Depth of percolation test holes: Comments: Average percolation rate: hand auger evaluation Name and title of evaluator: D. Vaughan Mairs, AOSE #182 1670 Merriefields Ln Ruckersville, Virginia 22968 Tel: 434-973-0273 Fax:434 -964 -1501 Date: Project number: 09010 12/8/2009 Applicant: AC Shelton Health Department: ACS Construction VA Inc. Albemarle 711 Hospital St., Suite 12 Project name: Richmond, VA 23219 Pleasant Grove Baptist Church 404 - 992 -7448 Owner: James E. Thomas Lot: Trustees of Pleasant Grove Baptist Church 1 16965 SPOTSWOOD TRL Ruckersville, VA 22968 Site: reserve Location: From Charlottesville take Earlysville Rd. (SR743) towards the Earlysville. The property is on the right side of Earlysville Rd, 0.7 miles past the airport traffic circle. Position in Landscape: sideslope above swale Slope: 8% Depth to rock or impervious strata, in.: None maximum: minimum: Depth to seasonal water table (gray mottling or color), in.: None Free water present: No Range in inches: Percolation rate estimated: Yes Texture class: III Estimated rate average at depth: 60 Estimated rate slowest hole: 60 Percolation test preformed: No Number of percolation test holes: Depth of percolation test holes: Comments: Average percolation rate: hand auger evaluation Name and title of evaluator: D. Vaughan Mairs, AOSE #182 1670 Merriefields Ln Ruckersville, Virginia 22968 Tel: 434-973-0273 Fax:434 -964 -1501 Onsite Soil Consulting, LLC page 16 of 17 Authorized Onsite Soil Evaluator Abbreviated Dralnfield Design Advantex"' or Puraflo— Type System Design Estimated Perc. Rate, min. /in. 60 Project number 09010 Number of Bedrooms /a Lot Design Flow, gpd 60 Trench Length, ft. 70 Site reserve Trench Width, ft. U Number of Trenches On- Center Spacing, ft. L yl Usable Width of Area, ft. Square Footage Required, sq. ft. g 1 Square Footage Available, sq. ft. 260 Installation Depth, in. 4g Reserve Area Included in Layout 100% ❑ Primary and reserve areas included in this design ® Pump system required ❑ Low pressure system required ❑ Secondary treatment required ❑ Secondary treatment recommended ® 3C well (100' minimum from any drainfield) ❑ 3B well (50' minimum from any drainfield) ® Regrading of erosion features, etc. required ❑ Ground control not on site at time of evaluation ® Thick vegetation on site at time of evaluation ❑ Deeper installation may be possible with backhoe review Other considerations The demarcated area will serve as a trench -type drainfield for an Advantex'"' or Puraflo", (or equivalent) system. The design flow is based on 200 seats at 3 gallons per each. 1670 Merriefields Ln, Ruckersville, Virginia 22968 Phone 434 973 -0273 Fax 434 964 -1501 Onsite Soil COnsulti page 17 of 17 n�, LLC Soil Profile Descriptions Authorized Onsite Soil Evaluator Date of evaluation 12/8/2009 Project # 09010 Project name Pleasant Grove Baptist Church Lot 1 Site reserve Horizon Depth Description Texture Hole ID: C Estimated rate, (min /in): 60 @48 inches Class A 0 -6 brown (10YR5 /3) loam II AB 6 -12 brown (7.5YR5/4) sandy clay loam 11 Bt 12 -36 yellowish red (5YR5 /6) clay loam III BC 36 -60 red (2.5YR5/6), yellowish red (5YR5 /6) light clay loam to heavy sandy clay loam III CB 60 -72 yellowish red (5YR5 /6), red (2.5YR4/8) sandy clay loam Hole ID: F Estimated rate, (min /in): 60 @48 inches A 0 -6 brown (7.5YR4/4) light clay loam III Bt 6 -18 red (2.5YR4/8) silty clay loam III BC 18 -30 red (2.5YR4/8) silty clay loam; common mica flakes III CB 30 -42 red (2.5YR4/6), yellowish brown (10YR5/4) silt loam and light silty clay loam; common III mica flakes, few weathered gneiss fragments C 42 -60 yellowish brown (10YR5/4), red (2.5YR4/6) friable silt loam gneiss saprolite and; many mica III flakes, common weathered gneiss fragments Hole ID: G Estimated rate, (min /in): 60 @48 inches A 0 -6 brown (7.5YR5/4) light clay loam III Bt 6 -24 red (2.5YR4/8) silty clay loam III BC 24 -38 red (2.5YR4/8) light silty clay loam; few mica flakes III CB 38 -66 red (2.5YR4/6), yellowish red (5YR5/8) silt loam to fine sandy clay loam; common fine mica III flakes