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IP ONLYHTE#Cf;~-s-W~ Harnett County Department of Public Health Improvement Permit A building permit cannot be issued with only an Improvement Permit PROPERTY LOCATION: 12 1 ISSUED TO: SIE.4-'~ SUBDIVISION LOT # NEW ❑ REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: C=- s 5'S w C- i~ J ) C- Proposed Wastewater System Type: Projected Daily Flow: SC;1 a GPD Number of bedrooms: Number of Occupants: max Basement ❑Yes ❑ No Pump Required: ❑Yes ❑ No ❑ May be required based on final location and elevations of facilities Type of Water Supply: ❑ Community Public ❑ Well Distance from well 5b feet Permit conditions: Five years ❑ o expiration Authorized State Agent:: The issuance of this permit by the Health Department in no way guarantees ssu e site is subject to revocation if the site plan, plat, or the intended use changes. The the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. Date: a)~J')C1 SEE ATTACHED SITE SKETCH of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This ~tTnt Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of Construction Authorization (Required for Building Permit) The construction and installation requirements of Rules .1950, AM, .1954,.1955, 1956, .1951, .1958. and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in accordance with the attached system layout ISSUED TO: S ~FSt tLe ii) ~ E~~~~~^r c PO ~y PROPERTY LOCATION: Facility Type: `c t,o~ t Basement? ❑ Yes No Basement Fixtures? Type of Wastewater System** (See note below, if applicable LOT # (Initial) Wastewater Flow: SCO GIRD (Repair) Installation Requirements/Conditions Number of trenches Septic Tank Sizes c, gallons Exact length of each trench feet Trench Spacing: Feet on Center Pump Tank Size E7 .5.. A gallons Trenches shall be installed on contour at a Soil Cover: inches Maximum Trench Depth of. inches (Maximum soil cover shall not exceed (Trench bottoms shall be level to +/-1/4" 36" above the trench bottom) in all directions) Pump Requirements: ft. TDH vs. GPM inches below pipe ggregate Depth: inches above pipe Conditions: SEC pC'r~ e Gov m ~~~t~~ ` roc ~~~CS i)~~ a) Y 1 V`3 O'~ inches total ~c~St ~\cl- QV'sQ~7 ~~GC2POC~ Q ~ 5~\*tF JiSTGM. ~u or, C~UiCL~C~ w~Sy t2~1~~ c, Q~;or~ ~y~~ V uBM~C~Es~~(7 Dwd ,L't7 **If applicable: / understand the system type specified is different from the type specified on the app/ication. / accept the specifIcatronr of this permit. Owner/Legal Representative Signature: Date: This Construction Authorization is subject tion if the 14-~an, plat, or the intended use changes. The Construction Authorization shall not be transferred when there is a change in ownership of the site. This Construction Authorization is sub'e)Ito compliance h isions 4,!,he Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit SEE ATTACHED SITE SKETCH Permit valid for. SUBDIVISION ❑ New ❑ Expansion ❑ ❑ Yes No Repair 25172 Authorized State Agent: (j Date: 3 09 Construction Authorization Expiration Date: 1 To S. (,To be LEG EIP Supply Line Ew} Proposed \A ' Existing Wei Q Oull K,r, V lvc B. 12 B n/a 24 D 13 B 47 50 D 14 W 47 50 D 15 Y 47 50 D 16 R 47 50 Line iz is io oe cetacneo nom rest of system S~Ce{C~ . S ~t 0., ~~v5~ra~ hc~ C,,Il QX S~~"J A+,tI (~foQ~eS<-c~ S-c-~-~;c. a~r~.as u~~~ C.vrr-c.v~-~ To S. (,To ~ LE( EIP Supply Line Proposed V Existing We 0 6ul) Ruh Ualtn prc,P05,t ~ -w LA4,on to mory St~~~c ok,,,, C 5 ke C,~n 3: 54c plo.v\ i Ilus~ A ~~hg Fr(>P05t a new d~5~~,b (AAtov\ 4o ~ePa`,~ areA~ Scp~~~ Areas 0 To s. B 11 w 36 36 B. 12 B n/a 24 D 13 B 47 s0 D 14 W 47 s0 D 15 Y 47 50 D 16 R 47 50 LEG EIP Supply Line Proposed W Existing Wel o" Line I ;e is to ne oetacneo Trom rest of system CA, i I ex; s 16, h~ k LEGEND- . EIP =septic Tank _ - - Supply Line a pump Tank Proposed Well D-Box:. {W L Existing Well gm Pressure Manifold gull K, VcI[VG ©lrlIA14,zvAt ZaIYC Field Line Length (ft) 44 48 47 31 32 33 34 34 36 24 50 50 50 ,st of system HAL OWEN & ASSOCIATES, INC. SOIL & ENVIRONMENTAL SCIENTISTS P.O. Box 400, 266 Old Coats Road Lillington, NC 27546-0400 Phone (910) 893-8743 / Fax (910) 893-3594 E-mail: service@halowensoil.com 13 January, 2009 Mr. Oliver Tolksdorf Harnett County Environmental Health Division 307 Cornelius Harnett Blvd Lillington, NC 27546 Reference: Septic System Proposal for Sierra Day Treatment Academy Dear Mr. Tolksdorf, A site investigation was conducted for the above referenced property located on the southern side of US 421, Upper Little River Township, Harnett County, North Carolina. The purpose of the investigation was to determine the ability of this property to support a proposed private school operation utilizing the existing subsurface sewage waste disposal systems at the site. All sewage disposal ratings and determinations were made in accordance with "Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A .1900". This report represents our professional opinion as a Licensed Soil Scientists but does not guarantee the continued proper function of the systems at the site. Change of Use for Existing Facility and Owner Proposals The existing facility has previously been utilized as a retirement home for several residents. The current owners are proposing to change the use of the facility to a school with an enrollment of 50 students and 20 full-time teacher/staff positions for grades K - 12. Hours of operation for the school will follow a traditional format from 8:00 AM to 3:00 PM Monday through Friday. The facility has an existing cafeteria and shower components. The current owners wish to use the cafeteria facilities and abandon the showers. Existing Septic Systems Currently there are four separate existing subsurface wastewater systems associated with this facility. The original system, described in this report as septic area A, includes 5 conventional drainlines and is gravity fed from the existing septic tank located near the southeastern corner of the facility (see Sketch 1). Additional conventional drainlines were observed, shown as septic area B, which originally incorporated 7 x 140-ft conventional drainlines utilizing pressure manifold distribution located immediately east of the facility. The majority of the drainlines in areas A and B have since been paved over and are now under the school's parking lot. A third existing septic system, septic area C, was observed to the south of the facility and is composed of 631-ft of low-pressure pipe (LPP) drainline, as per Harnett County Health Department Improvement Permit 4767 and on site observations. A fourth septic area with an unknown amount of drainline appeared to be located just west of the facility and Soil Science Investigations • Wetland Delineations, Permitting, and Consultina HAL OWEN & ASSOCIATES, INC. extend across the western property line. Since this septic area does not conform to current NC subsurface sewage rules and regulations, it is not included as part of the proposed septic system design and will be detached from the existing systems. Two septic tanks and two pump tanks were observed on the property with a septic tank and pump tank serving the low-pressure pipe system in septic area C and the other septic tank and pump tank serving septic areas A and B. A bull-run valve is also incorporated with areas A and B and is not proposed to be used in this design. Determination of Enrollment for Proposed School The design daily flow rate used in determining the maximum enrollment for the school was taken from daily and monthly flow rate data analyzed from Jonathan's House School, a facility located in Harnett County and comparable to the proposed school (see attached copy of report). The daily flow rate per student determined at Jonathan's House was 6 gallons/day per student/teacher. Since the cafeteria facilities are to be utilized at the site for the proposed school, an additional 2 gallons/day was added, totaling 8 gallons/day per student/teacher. Maximum enrollment for the proposed school was calculated based on the total gallons/day septic area C can accept at a long-term acceptance rate of 0.2 gal/day/sgft. By utilizing all 631-ft of LPP drainline corresponding to a daily total flow rate of 631 gallons, it was calculated septic area C can support occupancy of 78 students/teachers. However, a maximum occupancy of 70 students/teachers (equaling a daily flow of 560 gallons/day) is proposed for this facility. Design Specifications for Initial and Repair Septic Systems Primary The LPP system is proposed to function as the school's primary subsurface wastewater septic system. The current supply line feeding septic area C will be rerouted to the primary septic tank associated with septic areas A and B (see Sketch 2). A new supply line will be installed to connect the primary septic tank to septic area C. A portion of these two supply lines are proposed to be clearly labeled and installed in the same trench, carefully avoiding the ends of the LPP drainlines by at least 5-ft. A Zabel A300 Commercial Filter will be installed in both septic tanks. It is required that gate valves and lateral-end turn-ups be retro-fitted to the primary LPP system for proper cleaning and maintenance. A new NEMA 4X enclosure with simplex controls panel will need to be installed at each pump tank. Specifications for the controls are included within the proposed design packet. These are the activities proposed to be conducted at this time. Modifications to or installation of any portion of the repair areas will be conducted at such time that the initial system fails and the repair system is needed to be put into use. Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. Repair The unpaved portions of drainlines in areas A and B were visually inspected with the use of a backhoe to evaluate the current condition of the drainlines as well as to construct earthen dams to prevent wastewater from entering the covered portions of the drainlines. It was determined that each of the conventional drainlines appeared to be functioning properly on the day of the investigation and could support a long-term acceptance rate up to 0.4 gal/day/sgft. A surprising amount of small fibrous tree roots were observed in the existing drainlines in septic area B and it is recommended that a solution of copper-sulfate be used to burn-off the accumulated tree roots. Each drainline in septic areas A and B was also investigated to establish the linear footage of drainline not covered by the parking lot that could be allocated as part of the repair area. It was determined that septic areas A and B have 234-ft and 201-ft of usable conventional drainline that accounts for a total allowable wastewater flow of 280 and 241 gallons/day, respectively (see Sketch 3). As shown on the design proposal, drainline 12 will no longer be utilized and is to be capped off on along the manifold between drainlines 11 and 12. An area just south of the western wing of the facility, labeled as septic area D, was designed and appears adequate for placement of 188-ft of LPP drainline. For simplification purposes, septic areas A, B and D are designed to each receive a third of the total design daily flow (560 / 3 = 187 gallons/day). The effluent will be equally distributed between the three septic areas utilizing a Zoeller 4000 series (model 4403) automatic multizone diversion valve. Distribution of wastewater to drainlines associated with septic area A will be accomplished using the current distribution box. The existing pressure manifold will continue to distribute wastewater to drainlines in septic area B. The dose volume for septic areas A, B and D will be based on the amount of draw down in the primary pump tank to correspond to 187 gallons per dose. For a 1000-gallon pump tank the draw down value was determined to be 8.9 inches. The Zoeller 4000 series automatic multizone diversion valve would need to be placed at an elevation higher than the commonly shared pump tank, existing septic tank and the pressure manifolds for to allow for wastewater to drain away from the diversion valve. The multizone diversion valve assembly would require clear schedule 40 PVC inspection pipes for the first foot of distribution lines leaving the valve. In addition, an area in the eastern corner of the property appears adequate to support approximately 300 linear feet of LPP drainlines that could be installed as repair area but are not included in this proposal. However, it is strongly recommended that this area be designated for additional repair area and preserved for that purpose until public sewer becomes available. All septic tanks and pump tanks were investigated for possible leaks. Tanks were observed over a weekend during which time there was no wastewater flow into the tanks. At no point during the weekend inspection did it appear that the wastewater level in any tank had dropped. Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. It appears that the existing LPP system and the proposed repair septic areas are adequate to support the proposed 50 students and 20 teachers/staff. Due to the past septic system issues, the scarcity of area for repair and the complexity of the proposed repair system it is recommended that total occupancy of the facility not exceed 70 students/teachers/staff as proposed in this report. Attached is the septic system layout and supporting information for this facility. I trust that this report provides all the information that you require at this time. If you have any questions or need additional information, please contact me at your convenience. r/~~ sort G. R,0& ti CP Sincerely, L ";Z~- John C. Roberts Licensed Soil Scientist Hal Owen Licensed Soil Scientist t f Soil Science Investigations • Wetland Delineations, Permitting, and Consulting SPECIFICATIONS 4000 SERIES 6000 SERIES Flow Range: (Minimum flow of 10 gpm for the 4 Outlet Valve: 10 - 50 GPM 4 Outlet Valve: 15 -150 GPM 4000 Series and 15 gpm for the 6000 Series must be maintained in order for the valve to index property.) 6 Outlet Valve: l0 40 GPM 6 Outlet Valve: 15 150 GPM Pressure Rating: 21/2 - 75 PSI 2'/: -150 PSI Pressure Loss - 4 Outlet Valve: Flow (GPM): 10 20 30 40 50 Flow (GPM): 15 30 60 90 120 150 PSI Loss: 2.0 3.0 4.5 6.4 10.0 PSI Loss: 2.0 3.0 5.0 9.0 11.0 13.0 Pressure Loss - 6 Outlet Valve: Flow (GPM): 10 20 30 40 Flow (GPM): 15 30 60 90 120 150 PSI Loss: 2.5 4.5 7.5 11.5 PSI Loss: 2.0 3.5 6.0 10.0 12.0 14.0 Inlet: Slip and glue connections to 1'/," PVC pipe Threaded V/z" NPT Connection. Outlets: Slip and glue connections. Slip and glue connections to 1'/z" PVC Pipe. 4 Outlet Valve: To 1'/4" PVC Pipe 6 Outlet Valve: To 1" PVC Pipe Construction: High strength noncorrosive ABS polymer. Die Cast Metal Housing High strength noncorrosive ABS Polymer Outlets Dimensions: Height: 51/4" Width: 51/4" Height: 7" Width: 8" 4000 SERIES: 4 Outlet Models PIN 170-0066 6 Outlet Models PIN 170-0067 PIN 170-0068 6000 SERIES: 4 Outlet Models Model 4402 For 2 Zone operation. PIN 170-0069 del 4403 PIN 170-0070 Model PIN 170-0071 Model 4605 - For 5 Zone operation. Model 4606 - For 6 Zone operation. • Easy to install - Slip ends are ready to glue. • Easy to maintain - Unions allow for simple removal. Shutoff ball valve included. • Convenient to test - Clear PVC "Windows" indicate current flow path instantly. • Compact- Assemblies fit easily in a Zoeller 30" Deluxe Riser. O O O 6" Clear PVC Pipe PIN 170-0074 (4)1'/4" Dia. Pieces For 4400 24 Zone. PIN 170-0076 (4)11/2" Dia. Pieces For 6400 2-4 Zone. PIN 170-0075 (6)1" Dia. Pieces For 4600 5-6 Zone. PIN 170-0077 (6)11/2" Dia. Pieces For 6600 5-6 Zone. ALL ZOELLER ON-SITE WASTEWATER PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH LOCAL AND/OR STATE PLUMBING AND/OR HEALTH DEPARTMENT CODES. Model 6402 - For 2 Zone operation. Model 6403 - For 3 Zone operation. Model 6404 - For 4 Zone operation. 6 Outlet Models PIN 170-0072 Model 6605 - For 5 Zone operation. PIN 170-0073 Model 6606 - For 6 Zone operation. New Automatic Multizone Valve Assemblies Featuring 6000 Series Automatic Multizone Valves PIN 5053-0001 2 Outlet Multizone Assembly. PIN 5053-0002 3 Outlet Multizone Assembly. PIN 5053-0003 4 Outlet Multizone Assembly. PIN 5053-0004 5 Outlet Multizone Assembly. PIN 5053-0005 6 Outlet Multizone Assembly. 6 Outlet Multizone Valve Assembly Shown sKZase © Copyright 2004 Zoeller Co. All rights reserved. The Model 112 control panel provides a reliable means of controlling one 120, 208, or 240 VAC single-phase pump in pump chambers, sump pump basins, irrigation systems and lift stations. Two control switches activate a magnetic motor contactor to turn the pump on and off. If an alarm condition occurs, an additional alarm switch activates the audio/visual alarm system. ' Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactor controls pump by switching hot electrical lines. 3. HOA Switch for manual pump control (mounted on circuit board). 4. Green Pump Run Indicator Light (mounted on circuit board). 5. Float Switch Terminal Block (mounted on circuit board). 6. Alarm and Control Fuses (mounted on circuit board). 7. Alarm and Control Power Indicators (mounted on circuit board). 8. Pump Input Power and Pump Connection Terminal Block 9. Ground Lug 10. Terminal Block Installation Label 11. Circuit Breaker (qi<i) provides pump disconnect and branch circuit protection. repuired (2X) STANDARD ALARM PACKAGE (other options available) 12. Red Alarm Beacon provides 360° visual check of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon. 13. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). Note: NEMA 1 style utilizes an internally mounted buzzer (83 to 85 decibel) in lieu of horn. 14. Exterior Horn Test/Normal/Silence Switch allows alarm horn to be silenced and testing of horn and light to ensure proper operation of alarm system. 15. Horn Silence Relay automatically resets alarm after alarm condition has been resolved (mounted on circuit board). Prepared By: Hal Owen and Associates, Inc. PO Box 400, Lillington, NC 27546 Ph (910) 893-8743 / Fx 893-3594 1/13/2009 indoor indoor/outdoor • Entire control system (panel and switches) is UL Listed to meet and/or exceed industry safety standards ■ Dual safety certification for the United States and Canada AF Standard package includes three 20' Sensor Float' control switches All Complete with step-by-step installation instructions ■ Three-year limited warranty G u(, US LISTED ONTIiOL ~~l , SJ 6"CTIIO 3TSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax email: sje@sjerhombus.com www.sjerhombus.com 1. Enclosure measures 8 x 8 x 4 inches (20.32 X 20.32 X 10.16 em). Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable flanges for outdoor or indoor use). Single phase, simplex motor contactor control. 112 1 W 1 1/2 4 MODEL 112 8A, 8C, 15A 11 ALARMPACKAGE R 0 =select options or no alarm package 1 =alarm package (includes test/normaUsilence switch, fuse, red light, horn & float) ENCLOSURERATING ' R I =Indoor,NEMAI (metal) W =Weatherproof, NEMA4X (engineered thermoplastic) STARTING DEVICE I R1 =magnetic motorcontactor120/208/240V 9 =magnetic motor contacto r 120V only PUMP FULL LOAD AMPS 0 = 0-7 FLA i = 8-15 FLA 2 =16-20 FLA 3 =21-30FLA PUMPDISCONNECTS 0 =no pump disconnect 1 =pull-out with safety deadfront in a 1 0"x8" enclosure 4 =circultbreaker FLOATSWITCH APPLICATION R H or L = pump down or pump up X - no floats OPTIONS Listed t,etow 7~ Options selected may increase enclosure size and change component layout. if additional features are required, call the factory for a quote on either a Pro-Line or Engineered Custom control panel system. CODE DESCRIPTION 1A Red beacon only / no audio must select 1E if floats included Q iC Hom only / no visual must select 1E If floats included O tE Alarm float 3A Alarm flasher Q* 4A Low level cutout select option 4D if floats Included Q* 4B Red low-level indicator & alarm must select 4A also Q 4D Low-level float Q 6A Auxiliary alarm contact, form C type Q* 8A Elapsed time meter * 8C Event (cycle) counter 10E Lockable latch - NEMA 4X 10E Lockable latch - NEMA 1 =*10F Lightning arrester M*10K Anti-condensation heater CODE DESCRIPTION Q 11C NEMA 1 alarm panel must select option 6A Q 11D NEMA 4X alarm panel must select option 6A Q 15A Control / alarm circuit breaker Does not include the circuit board as in standard. Q 16A 10' cord in lieu of 20' 16B 15' cord in lieu of 20' 16C 30' cord in lieu of 20' 16D 40' cord in lieu of 20' 17A SJE SignalMaster' / mounting strap • 17B SJE SignalMasierm / externally weighted • 17C Sensor Roatm / Internally weighted A 17D Sensor Float' / externally weighted A O 17E Sensor Float* Mini / pipe clamp 0 17F Sensor Float* Mini I externally weighted A Q 19X Door mounted pump run indicator =21A Pumpmaster- In lieu of on/off switches • Q 21B PumpMaster* Plus in lieu of on/off switches • Q 21C Super Single- in lieu of on/off switches A Q 21D Double Float- in lieu of on/off switches A • Mechanically-activated A Mercury-activated MYL E MODEL 112 o n n n n FH 3rA RA Alarm Package l I I I Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Alarm Flasher, Elapsed Time Meter OWE-Rho-bus Printedln USA 01/00 cal Pape PN 10087 018 Prepared By: Hai Owen and Associates, Inc. PO Box 400, Liilington, NC 27546 Ph (910) 893-8743 / Fx 893-3594 1/13/2009 RISER LID CONCRETE RISER SIN, j •-y SLOPED TO SHED y SURFACE WATER ~L YE' ~Y.~ ~`~r ~ C 18 IN. MIN r 7'' ,4 "r6i4'.t•C,yVr. ,.''4•f. '•.Y ACCESS COVER ~ . ~~~f~ ,L':1 ~.H ~ 0 IN. M1tININtU 1 IN-ET 4" SCH 40 PVC PIPE GRAVITY ROW FROM HOUSE OPENING FILLED WITH 3IN. VENT . PORTLAND CEMENT GROW 9IN. AIR SPACE _ 4 IN. N. J , I : HmuFnr _nR • PRECAST CONCRETE TANG (MATERIAL STRENGTH > 3500 PSI) 300 0 GALLON SEPTIC TANK OUTLET 4" SCH 40 PVC PIPE GRAVITY FLOW TO PIIMP TANK OPENING FILLED WITH PORTLAND CEMENT GROUT NEMA 4X Simplex Control Panel 4" X 4" Pressure Treated Post - I Duct Seal Both Ends Of The Conduit Concrete Riser Sloped To Shed Water 12" Separation 24" Mrrurrn ~ tm Electrical Conduit 6 " Separation Threaded Gate Valve r _ Union _ 6" Cover Access Cover. - r "'.~Portland Concrete G lout P t _ Mastic Opening Filled With Anti Siphon Hole zip Cord Ties Supply Opening Filled,Aith ortland Cement Grout P (Down Hill) I Line Portland Cernent Grrut Inlet From Septic Tank " Check Valve { Nylon Rope Outlet To Distribution 4 SCH 40 PVC Pipe High Water Alarm Level Float Wires 2" SCH40PVC Pipe (6" Separation) High Level - Pump On 3 Floats Vapor Loc k Required Hole Drawdown (Up Hill) I Removable ' ~I Float Tree Low Level -Pump Off Pump Precast Concrete Tank 4" Concrete - T- (Material Strength }3500 PSI) Block I 1000 GALLON PUMP TANK Prepared By: Hal Owen and Associates, Inc. PO Box 400, Lillington, NC 27546 Ph (910) 893-8743 / Fx 893-3594 1/13/2009 Low Pressure Pipe Design Summary for Septic Area D Applicant: Scotty VanHook Phone Mailing Address: P.O. Box 655 Lillington, NC 27546 D#: #NAME? PIN: 0640-42-4596.000 SID: Lot#: Site Address: No. of Bedrooms: 0 Daily Flow: 187 gallons LTAR: 0.2 gpd/sgft Septic Tank: 3000 gallons Pump Tank: 1000 gallons Amt. Of Drainline: 1000 sqft, or 187 linear ft Lateral Pipe Size: 1 1/2" sch 40 pvc (Sleeve with eq ual lengths of 4 inch diameter perforated corrugated pipe) TRENCHES width (in.): 18 depth (in.): 12 Stone Depth 5 ASTM-D448): 9 in. SUPPLY LINE Diameter: 2" sch 40 pvc Length: 120 feet MANIFOLD Diameter: 3" sch 40 pvc Length: 20 feet Elevation: 100 No. of Subfields: 1 No. of Gatevalves: 1 No. of Checkvalves: 2 CALCULATIONS: Dose Volume Range: 128.2- 227.84 Dose Pump Run Time (min): 7.10 gallons Dose Volume (gal): 188 @ x 8 Drawdown: 187.984 gallons divided by 21 gal/inch= 9 inches Pump Tank Elevation (ft): 98.00 Pump Elevation (ft): 93 Elevation Head (ft): 7 Design Head (ft): 4 Friction Head (ft): 11.34 Total Head (ft): 22.34 Pump to Deliver: 26.5 gpm @ 22.3 ft head Simplex Control Panel (SJE Rhombus 112 or equal) with elapsed time meter, cycle counter, alarm, and pump on separate circuits is required. Floats to be determined by type of pump tank used. A septic filter (Zabel A300 Commercial Filter or equal) is required. Possible Pumps Include: Hydromatic: SHEF 50 1/2 HP Prepared By: Hal Owen and Associates, Inc. PO Box 400, Lillington, NC 27546 Ph (910) 893-8743 / Fx 893-3594 Zoeller: 161 1/2HP 1/13/2009 it t 3 O I.L. C O L 0 CL AA~ CL L N L a 3 O J Q d fE CL LO Q CL at' J y O O LO 0 h U) LO t*- LO 0 Lo 06 d' M E y C_ LO Q C1 M M = fZ M as M r r L1') C-4 r- fl- r- O E LC) 'C~ C'~ 00 l 0. '7 - C ? O O O O 3 Oo M M M O 11 C Q ra) mot' co co M U. J ti Cfl CO UJ N 10 E O f` r` II M u-) LO M Ln 3 O 3 d ~ t` I. fl- o O Lo u? u? I LL= 0 0 0 0 0 ~o E o Q m CN co M CN N LO U) LO Ul) E O Q U) ` 0 0 0 0 a= o 0 C ~ O c O O O O = O O O O W V > O O O O > 0 0 0 0 O O o o o W G IM CO I I C J d V "t a d CO co J mo II ~ a J m } U c C C M U) (O ~ O m Q V CO) U CO) U Q. m N N C O R V d 'a V/ C N m C 14 75 V tC U O O t~ r- N N Q it C 11 II 11 to 'C V j V O = a > ) = U o = W . LO N O O LO O tl- co to 11 0 o a C 11 E 3 C 3 1- LL J F O co x (8) O O N 0 N O 00 N N N 0 0 C d J _C G1 a G > a7 11 O > C m C 0 R O 7 > A , > 130 0 4 (n J L2 m c N N w a U J E U I- a C N N E m 0 m v c N a d uO co E a m 3 O LL x Y C a> a a 3 F- m E o ° m E ar N a> N O O O > C_ J L C a1 C > Y x N O N N ~4 -O L 05 a) O C O 0 o o _r_ o r~ cu a) xx ° o a m > + CL ° t ° x o o LU - m Cl ° E + Y rn ar L a) O C m C LL J c ~ > > x J + 3 J . c o a o > E CL (D c -0 m CL 30 Y o J i a = LL C_ J j J m c x C m LL - m d C C _ L m N ' a .0 O T + C o a o N - t O CL !0 a x N Lll N = C N > N a ) M ~ N J p > > N O c~0 0) N -3 N E a m a m O E O _ a O m Ir a) . o 2 c ff v d o E; u c J c J > o 6 E ° m w c , CL _ a m ? m F= ° x o u 3 o E a m c a c > x a ~ (a o ~ ~ a LL rn U) J 2 0 x a w IL I,- m 0 ° N d c O m U U) Q r- LO U c co aZ00 C x a o LL O m M = J 00 Co O (3) V 00 boo m co mot a a a Typical LPP Trench and Manifold Details Figme 1: Manifold, Lateral, and Trench lb- (t}p.) "sch 40 pvc Supply Manifold Compacted Earthen Dam Hole orientation should be upward except for a hole 113 and 2/3 the distance tkem the manifold which should face down for drainage of pipe between pump cycles. Figure 2: Cross Section of Trench 3- or 4-inch Perforated J Trench Depth 12 inch Geotextile Fabric PVC lateral Figure 3: Manifold Side Profile z°X3••y 11/2„ Reducing Tee EL= 3" Supply Nlanifold RECONSE LADED Trench Width 18 inch Prepared By: Hal Owen and Associates, Inc. PO Box 400, Lillington, NC 27546 Ph (910) 893-8743 / Fx 893-3594 1/13/2009 Lateral Turn-Up and Cap 1 1/2" sch 40 pvc with Protective Sleeve LPP Lateral with with Threaded 3- or 4-inch Perforated Plug Geotextile Recommended Orifice HEAD CAPACITY CURVE R. u. MODEL 1614161-1634163-1654165 5 1.52 10 05 3 15 4.57 20 6.10 28 90 25 7.62 30 9.14 40 12.19 24 80 50 15.24 65/4165 fio las9 70 »o zs.38 = 20 163/4163 90 27.43 U 60- LOCK V.LLVE: 50 0.49 16- 0 12 40 O 30 8- 20 4 161/4161 10 0 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 LITERS 0 80 160 240 320 400 . FLOW PER MINUTE Standard all mndnl< . 7n ft rnr.f : 1/ 14 D 231 61 231 Automatic . 229 60 5 229 : i Weight lbs 227 60.5 229 . 223 60 227 216 59 223 - r~ 206 58 220 172 55 208 125 50 189 57 39 148 1 22.5 85 O 38 1 - 6' 86.5' 009920 161 MODELS 4161 MODELS Control Selection Listings Single Seal Double Seal Volts - Ph Mode Amps Simplex Duplex CSA UL M161 115 1 Auto 15.5 - Y N161 N4161 115 1 Non 15.5 3 or 5 & 6 f EEY Y<'I D161 230 1 Auto 7.5 Y Y E16 EE4161 230 1 Non 7.5 3 or 5& 6 Y Y ' H161 200.208 1 Auto 8.8 Y N ' 1161 ` 14161 200-208 1 Non 8.8 3 or 5 & 6 Y N ' J161 ' J4161 200.208 3 Non 6.4 4&6 3&4or5&6 Y Y ' F161 ' F4161 230 3 Non 52 4&6 3&4or5&6 Y Y ' G161 ` G4161 460 3 Nan 2.9 4&6 3&4or5&6 Y Y Standard all medals . 7n ft nerd . 1/. N D 163MODELS 4163MODELS Control Selection Listings SingleSeal Double Seal VoHs - Ph Mode Amps Simplex Duplex CSA UL M163 - 115 1 Auto 15.0 - Y Y 163 N16 N4163 115 1 Non 15.0 - 3 or 5 & 6 Y YI11 D163 - 230 1 Auto 7.5 - - Y Y E163 E4163 230 1 Non 7.5 3 or 5& 6 Y Y ' H163 200 208 1 Auto 8.5 Y N ' 1163 ' 14163 200.208 1 Non 8.5 - 3 or 5 & 6 Y N ' J163 ' J4163 200-208 3 Non 6.0 4&6 3 8 4 or 5& 6 Y Y ' F163 ' F4163 230 3 Non 4.8 4&6 3 & 4 or 5 & 6 Y Y ' 6163 ' 64163 460 3 Non 2.9 _4&6 3 & 4 or 5 & 6 Y Y Cfanrfarrl all -4.1c _ In fr ..n.,4 _ 4 u D 165MODELS 4165MODELS Control Selection L1stin Single Seal Double Seal Volts - Ph Mode Amps Simplex Duplex CSA UL D165 230 1 Auto 102 Y Y E165 E4165 230 1 Non 10.2 3 or 5&6 Y Y 'H165 200.208 1 Auto 12.6 Y N ' 1165 14165 200-208 1 Non 12.6 3 or 5 & 6 Y N 'J16 165 .200-208 3 Non 7.5 4&6 &4or5&6 Y Y 'F165 ' F4165 230 3 Non 7.4 4&6 3& 4or5& 6 Y Y ' 6165 ' 64165 460 3 Non 3.7 4&6 3 & 4 or 5 & 6 Y Y ' BA165 BA4165 575 3 Non 3.0 4&6 3& 4 or 5& 6 N N rw MOgBO Plug nl UL fisted unit available with 20 Amp dug. T I 20 7/16 SK1413 SELECTION GUIDE 1. Integral float operated 2-pole mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. Mechanical alternator M-Pak 10-0072 or 10-0075. Refer to FMO495 4. Simplex three phase control panel. Refer to FM1228. 5. See FM0712 for correct model of Electrical Alternator. 6. Variable level control switch 10-0225 used as control activator, specify simplex (3) float or duplex (3) or (4) float system. D CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float All installation of controls, protection devices and wiring should be done by a qualified licensed Switches, FM0477; Electrical Alternator, FMO486; Mechanical Altemator, FM0495; Alarm Package, electrician. All electrical and safety codes should be followed including the most recent National F100732; and Sump/Sewage Basins, FM0487. Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2000 Zoeller Co. All rights reserved. 4 8 3/a 5 1/2 ti 2 4 /2"-11 112 NP' n v? (op') 3 NPT Performance Data Pump Characteristics Puna/Motor Unit Submersible MmroCI Models (50) M1 M2 M3 M4 MS Automatic Models Al A2 - Horsepower 1 /2 Full Load Amps 15.0 17.6/7.11 3.2/3.11 1.6 1.2 Motor Type Capacitor Start 30 R.P.M. 3450 Phase 10 30 Voltage 115 2011-230 zoa 23 460 575 Mamtal Model (100) M2 M3 M4 M5 Automatic Models A2 - - Horsepower 1 Foal Load Amps 13.6/12.1 6.0/5.e 2.8 1.9 Motor Type Capacitor Start 30 RPM 3450 Phase 10 30 Vohage 2oa-230 208-230 460 575 Hem 60 Temperature 140° F Max Fluid Temp. NEMA Design L B Insulation Class B Discharge Size 2" NPT Std. Solids Handling 3/4" Unit Weight 58 Rus. (50) 651bs. (100) Power Cord 115V, 14/3, SJTW-A, 230V, 1 o, 16/3 STW-A; 3o, 16/4, STW-A, AR cords 20' std with 30' opt. Materials of Construction Handle Stainless Steel Lubrkating 01 Dielectric 00 Motor Housing Cast Iron Pump Casing Cast Iron Shaft Stainless Steel Mechanical Shah Seal Seal Faces: Carbon/Cer unk Seal Body: Brass Spring: Stainless Steel Bellows: Buna-N Impeller Engineered Thermoplastic Upper Bearing Single Row Ball Bearing Lower Bearing Single Row Bell Bearing Bottom Plate Polyester Coated Steel Fasteners Stainless Steel Legs Engineered Thermoplastic 30 90 25 80 70 E2 20 ro $ 60 E 50 X 15 (D x = 40 10 30 20 5 10 0 0 Capacity, US GPM 0 10 20 30 40 50 60 70 80 90 liters/second 0 1 2 3 4 5 6 cu meters/hr 0 5 10 15 20 Total Head (feet) 17 25 40 50 60 65 70 #35 93 GPM 1/2 HP 69 63 50 36 10 0 - - 1 HP 90 80 72 63 57 50 0 Dimensional Data 1. All dimensions in inches. 2. Component dimensions may vary 1/8 inch. 3. Not for construction purposes unless certified. 4. Dimensions and weights are approximate. 5. We reserve the right to make revisions to our products and their specifications without notice. 6. Float switch (automatic models only). -f-7M a-tyre T-vta---{ ~ sva~ I 4rre It 4-&16 DISCHARGE 2' NPT 3-11116 DISCHARGE 2' NPT t H i H -DISCHARGE PIPE NOTINCLUDED DISCHARGE PIPE NOT INCLUDED i6-9/18 FLOAT t4.yt 14lM6 , 12-1i8 SWITCH FLOAT SWITCH 4.9,6 i i < SHEF50 SHEF 100 S U 7 V AURORA/HYDROMATIC Pumps, Inc. 1840 Baney Road, Ashland, Ohio 44805 (419)289-3042