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IPAC RHTE# O°1Harnett County Department of Public Health 2 519 5 Improvement Permit A building permit cannot be issued with only an Improvement Permit PROPERTY LOCATION: F~c,~P-~NL L- ISSUED TO: C ~o0 C*-.oa\-\otf,F.5 SUBDIVISION LOT # NEWS REPAIR ❑ EXPANSION Type of Structure: in Proposed Wastewater System Type: Pone \ o 259o QEO V'r'-5 0 Projected Daily Flow: (,CC)C) GPD Number of bedrooms: -5 Number of Occupants: max Basement ❑Yes ;9 No Site Improvements required prior to Construction Authorization Issuance: Pump Required:NYes ❑ No ❑ May be required based on final location and elevations of facilities Type of Water Supply: ❑ Community 'K Public ❑ Well Distance from well spa feet Permit valid for X Five years Permit conditions: ❑ No expiration Authorized State Agent:: Date: -5 a ag I6`4' SEE ATTACHED SITE SKETCH The issuance of this permit by the Health Department in no way guarantees the iss f other permits. The permit holder is respons le for checking with appropriate governing bodies in meeting their requiremenu. This site is subject to revocation if the site plan, plat, or the intended use changes. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. Construction Authorization (Required for Building Permit) The construction and installation requirements of Rules .1950, .1952, .1954, .1955, .1956, .1957, .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: Cs\ao C oo ~10~Eg PROPERTY LOCATION: SUBDIVISION LOT # facility Type: MP,a•\A0 New ❑ Expansion ❑ Repair Basement? ❑ Yes -N\ No Basement Fixtures? ❑ Yes '54, No Type of Wastewater System' Pv lZr-o gn,.oM (Initial) Wastewater Flow: X60 GPD (See note below, if applicable ~yn,c~r a-~tl~e REO o;5'1c9~ (Repair) Installation Requirements/Conditions Number of trenches Septic Tank Size 1560 gallons Exact length of each trench vaz\ou5 feet Trench Spacing: Feet on Center Pump Tank Size ~SOC-) gallons Trenches shall be installed on contour at a Soil Cover inches -41Mvn Maximum Trench Depth of: IiD, inches (Maximum soil cover shall not exceed (Trench bottoms shall be level to +1-114" 36" above the trench bottom) in all directions) Pump Requirements: I~ a3 ft. TDH vs.3D.QZ GPM inches below pipe Aggregate Depth: inches above pipe Conditions: 5Et_ iac.,~Ep Q-09 ps 'Foct„ P4.EZGUQ.E, 1"1wnt~Fnt,p flFs-~cu inches total If applicable: /understand the system type apeciFed it different from the type specified on the app/ication. / accept the .rpeci6cationr of this permit Owner/Legal Representative Signature: Date: This Construction Authorization is subject to revocAt via the site plan, plat, or the intended use changes. The Construction Authorization shall not be transferred when there is a chanoe in ownenhin of r6 city Thi, Construction Authorization ect to complianckth ,*r~t of aws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH Authorized State Agent: ns Date: 3 Cons~n Authorization Expiration Date: 5 HTE# O°+-c- -1~•~~~. Permit # aStigS .Harnett Connty Department of IlUblic Health Site Sketch PROPERTY LO(ATON: Favc~-~E 1.~ ISSUED TO: C {oc C oo r,ES SUBDIVISION LOT # Authorized State Agent (L Otw `ML-YS Date: 3 hdn LA " %-.j 9,-) , S~[E P610PcSPaZ- -C)CL lc (L N~r~E~ LAy0~~ LJF Courtney E. Lee Property-Faucett Lane Prepared by: Black Water Soil oil Investigations, LLC 10 E. Martha Drive House Footprint: 28' x 76' plus garage 26' x 24' (No Foundation ILlllington, NC 27546 Bedrooms: 5 (Daily flow 600 gallons) Dr a.i n Ph: (910) 814-7691 Initial System: Pressure-Manifold Accepted Syst. 300-ft on contour: Q 12 inches Legend LTAR: 0.5 gpd/sgft _ septic tank - st d Repair System: Pump Accepted Syst. 375-ft on contour: a 12 inches LTAR: 0.4 gpd/sqft _ ep own M pump tank EIP Z p-man _ drop box - d-box w Proposed Well \ 6 3 F+~ P-~osr1~ T 2L 1 ~ Lines flaaalad at sits on 9_ft ranters rte` , IN ~ ti ~I 60.00 feet x3 ~ 1:720 Initial Repair Line # Color Drainline Length(ft) Measured Field Line Length (ft) Relative Elevation (ft) Initial 1 R 50 50 100.13 Initial 2 B 65 69 99.83 Initial 3 Y 120 121 99.39 Initial Repair 4 W 65 / 50 125 99.02 Repair 5 R 125 128 98.69 -Repair 6 B 125 127 98.41 Repair 7 Y 45 56 98.15 Repair 8 W 30 39 97.82 Pump Tank: 96,36 Total: 675 715 EIP =100 Prepared with QuikPlatPro32 by Steve Lee-Faucett Lane Pressure Manifold Design Criteria Applicant: Choo Choo Homes Phone 910-818-7731 Mailing Address: 4209 Bragg Blvd., Fayetteville NC 28303 PIN: 0525-79-9096.000 S/D: N/A Lot#: N/A Site Address: Faucett Lane, Anderson Creek Township # Bedrooms: 5 Daily Flow: 600 gallons Septic Tank: 1500 gallons Pump Tank: 1500 gallons LTAR: 0.5 gpd/sgft w/ innov: 0.6666667 gpd/sgft Amt. of Drainline: 900 sqft or 300 linear ft TRENCHES Length (ft): see tap chart Depth (in): 12 Stone Depth (in): na SUPPLY LINE Length (ft): 150 Diameter. 2" sch 40 pvc MANIFOLD Length (ft): 3.5 Diameter. 4" sch 80 pvc Elevation: 101.13 # Taps 4 Tap Configuration: 6in. spacing, 1 side of manifold Tap Chart LTAR + 5%= 0 70 Line Color Elevation Length(ft) Schedule per tap Area gpd/sgtt 1 R 100.13 50 1 /2"sch 80 5.48 102.11 150 0.681 2 B 99.83 65 1 /2"sch 40 7.11 132.48 195 0.679 3 Y 99.39 120 3/4"sch 40 12.50 232.92 360 0.647 4 W 99.02 65 1 /2"sch 40 7.11 132.48 195 0.679 total Drainline: 300 Total Flow. 32.20 Sq. Foot: 900.00 Calculations: Dose Volume: 146.93 gallons, with Pipe Volume at % 75 Dose Pump Run Time (min): 4.56 Daily Pump Run Time (min): 18.63 Drawdown: 147 gallons divided by 30.65 gal/ inch= 4.79 inches Pump Tank Elevation (ft): 96.36 Pump Elevation (ft): 91.36 Friction Head: 4.46 (supply line length + 70' for fittings in pump tank) Elevation Head: 9.77 Design Head: 2 Total Head: 16.23 feet Pump to Deliver 32.20 gpm r@ 16.23 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 (Polylok PL-122 or equal) is required. Possible Pumps Include: Zoeller: Flow-Mate 137/139 (1/2HP) Prepared By: Black Water Soil Investigations, LLC 10 E. Martha Drive, Lillington, NC 27546 Ph (910) 8147691 3/19/2009 Steve Lee-Faucett Lane Pressure Manifold Requirements lid for manifold - concrete or steel ground surface Required 4' inspection sch80 ports 31 sch4Opvc concrete pvc taps Pipe Pte' a ' manifold 1 4 boa corrugated \ pipe bell valve, 2W -anchors solid gravel pit undisturbed 1' sc vc drainpipe to pit soil r [ Orientation of manifold will depend on where it is located on the lot in conjunction with the location ofthe tanks and droinline, concrete manifold box ' cleanout i l 2 gate valve n va ve in valve box box i 41st vc manifold anchor extrn tee, if needed -6-- -6" -61-. _ 6'- 12' 1' I dram ' true union b all valves ach40pvc hole Required pipe for tops & o inspection inspection head O q O Otto pressure in valve box 3"sch40pvc pipe from The number of taps may very manifold to from lot to lot. See design drainlines sheet for number of taps. cleonout in valve gate valve box involve box taps & pipe 6' apart and level 0-6'-0-6'-0-6"-0-6'-0 I -U- anchors 1'scb4Opvc pipe to drain pit MANIFOLD DIAGRAM (Initial System): Tap# 1 2 3 4 Tap size 1/2" sch 40 3/4"sch 40 1 /2"sch 40 1 /2"sch 80 flow per tap 7.11 12.50 7.11 5.48 line(length) L1 (50R) L3 Prepared By: Blade Water Soil Investigations, LLC 10 E. Martha Drive, Lillington, NC 27546 Ph (910) 814-7691 3/19/2009 Steve Lee-Faucett Lane RISM LD CONCRm Kmm a ft 3 • SUWW TO eHM *y!•e ~f %WAM wATM A 38 W. I1GCf`JB COVE! ' - -La~~-~ 8 p W0OAM •~1 I W-ET 4'SM 40 PVC P, I "mm G"V" ROW HOUK Rw~ 01y1ok PL-122 1• PRECAST CONCRETE TANG " • ' (MATERIAL STRENGTH > 3500 PSI) L~4 VL OP61EIf1 FuED VATrt + 3 ➢Y. VENT POriLA/0 fB~Blf dtQ/f 9 @!. ~A~ OUTLET 4' MR 49 PVC PIK GRAYTTY TO POW RAW TO - Puw TAW 1500 GALLON SEPTIC TANK C rum VWM P CWN I im>wtlr.SOON Tmx 4'SC![10 i"YC>~ ' SkmplTon d Wdw ="4x 5uhr Gwftd Prst 4'X4'1PtWw1W baPtd1 DnlSul>~Mh oraftrAudwitk AmNri C4r.r Ceed CYIk To Oi tr&A m r 3=40C Pi" 1500 GALLON PUMP TANK Prepared By Black Water Soil Investigations, LLC 10 E. Martha Drive, Lillington, NC 27546 Ph (910) 814-7691 3/18/2009 cI.-LLe.e.tt L&ne co of W C:c~~~+ney t . Lee. / Le-e- W PUMP PERFORMANCE CURVE LL MODEL 137/139 25 8- 25 v 6 20 15 4 O ~ 10 2 5 0 GALLONS LITERS 0 10 20 30 40 80 90 1 80 160 240 320 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 137/139 Feet Meters 5 1.5 Gal. Liters 93 352 10 3.0 _ 79 299 15 4.6 26 6.1 64 1 242 36 136 , 25 7.6 8 30 Shutoff Head: 26 R.(8.Om) 009921 1 6 N 12 NPT SK373 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200/208V, 230V or 460V. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarm switches. • Simplex Panels are available for 3 phase pumps. • Control alarm systems are available for 1 phase pumps. 137 Series , 47 ihs 1?a sP,i- - sI lh~ S le seal Control selection LisBnga Model Volts-Ph Mode Amps simplex Duplex MA UL M1371139 115 1 Auto 10.7 1 4 Y Y N137/139 115 1 Nat to T 2or3 or4 Y Y . " SN137 115 1 Auto 10.7 4 Y Y 0137/139 230 1 Au'o 5.8 1 4 Y Y E137/139 230 1 Non 5.8 2 or 3 4 Y Y I ` H13T1139 ' 11371139 ' J137/139 200 208 1 200.208 1 200.208 3 At1lD Non I Non 1 ~6.2 8.2 2.6 3 3 3 4 4 4 Y Y Y N N Y ' F137/139 230 3 Non 2.6 3 4 Y Y rt ` G137 460 3 Non . 1.4 3 4 N N ! ' G139 _ i 460 3 Non ; 1.4 3 4 N N • No molded plug "Single piggyback switch included. Pumps must be operated in upright position. Three phase units require a control switch to operate an external magnetic contactor. For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Alarm Package, FM0732; and Sump/Sewage Basins, FM0487. • Variable level control switches are available for controlling single and three phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Over 1307 (54°C) special quotation required. • Refer to FM1922 and FMO806 for temperatures over 130°F. :SELECTION GUIDE 1. Integral float operated mechanical switch, no external control re- quired. 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 FM 1663 for a residential alternator system. O CAUTION All snstalhtion of centrefs, protecti015 d?VfrLC 111d Wiling should be dare by ~u {tf;e i 1 k cnsed Or_.ctncinjt, AI' e'n c.fl wd t ety codes should be follower} F rludiny he wost ret om 14atiot ' claclric : <?r= (UEC) .arid the GcCapationat f;,~fy and Health Act 5r'4 RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. J-7 MAIL T0: P.O. BOX 16347 Louisville, KY Cane 40256-0347 SHIP T0: 3649 Cane Run Road Manufacturers of.. Louisville, KY 40211.1961 9 www.zooller.com PUMP !O, 1(502) 778-2731.1(800) 928-PUMP ~!/rT PUMPB SNCE L9i~iJ~ FAX (502) 774-3624 © Copyright 2004 Zoeller Co. All rights reserved. Steve Lee-Faucett Lane 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 beelne, Irrigation systems and Nit stations. Two control switches activate a magnetic motor contactor to turn ft pump on and off. If an alarm condition occurs, an additional alarm switch activates the audiohrisuaf alarm system. 1. E=nclosure measures a x 8 x 4 inches (20.32 X 20.32 X 10.16 cm). Choice of NEMA 1 (steel for Indoor use), or NEMA 4X (ultraviolet stabilized ttwrrnopiastlc with removable flanges for outdoor or indoor use). Options selected may Increase enclosure size and change component layout. Alarm and Control Fuses (mounted on circuit board). 2. Magnetic Motor Contactor controls pump by switching hot electrioal lines. a. HOA Switch for manual pump control (mounted on circuit board). 4. Green Pump Rum Indicator Eight (mounted on circuit board). 5. Float Switch Terminal Block (mounted on circuit board). and/or exceed ktdustry safety Alf Standard package includes three 7. Alarm and Control Power Indicators (mounted on circuit board). 110 Complete with step-by-step installation instructions 8. Pump Input Power and Pump Connection Terminal Book IN Three-year limited warranty 9. Ground Lug 10. Terminal Block Installation Label `*11. Circuit Smoker >6409 provides pump disconnect and branch circuit protection. required (2X) STANDARD ALARM'ACKAGE (other options available) 12. Red Alarm Beacon provides 380° visual &leck of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon, 13. Alarm Horn provides audio roaming of alarm condition (83 to 85 decibel rating). Mote: NEMA 1 style utilizes an internally mounted buzzer (83 to 85 decibel) in Kau of horn. 14. Exterior Nom TestJNormWSFlenee Switch allows alarm hem to be silenced and testing of horn and IIgM to ensure proper operation of alarm system. 15. Flom Silartca Raley automatically resets alarm after alarm condition has been resolved (mounted on circuit board). Prepared By Black Water Soil Investigations, LLC 10 E. Martha Drive, Lillington, NC 27546 Ph (910) 814-7891 3/18/2009 xf, 3 _ r„ A Entire control system (panel and switches) is UL Listed to most standards / Dual safety certification for the United States and Canada 20' Sensor Float" control switches c &s usrefl PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-2i8-847-13t7 1-218-847-4$17 Fax email: sjeOsjerhombus,com trlrww.slerhombus.com Side phase, simplex motor contactor control. Steve Lee-Faucett Lane 112 1 W 1 1/2 4 MODEL 112 AUU MPACKACiE R 0 =selectoptlonsornoakarmpackaga 1 = alarm package (includes test/normaVsNence i , fuss, rsdlight horn S lloat) ENCLOSURERAWO B 1 = indoor, NEMA I (rm") W =Weatherproof, NEMA4X("neeredthermoplastic) STARTInIppEVICE I B 1 -magneticmotorconWtaor120/2(18/240V 9 -mag ieftmotorcontaclorl20Vony PUMP FULL LOAD AMPS 0 - 0-7 FLA 1 =8-15 FLA 2 -18-20 FLA 3 -21-30FLA 0 =nopump oleconnect ® I pull-out safety deadtront In a 10W W ' enclosure FLOAT SWM;H APPLICATION H or L = pump doh mALUUW up X . no Moats QPMQM lHred tenor * Options selected may increase enclosure site and change component layout, I !I ad011110rtal k0uruss are required. call the factory for a quote on eft1w a Pro-Lfne or Engineered Custom control pans/ system. coos ocomrnorr 1 A Red beacon only / no audio must aalacr 1E IY loots NX*ided Q 1c Horn only / no visual must select 1E N floats Incki lad tE Alarm float 3A Alarm flasher * 4A Low naval cutout select avdon 40 N doses, kv dad 0* 48 Red iow.ievel Indicator 8 alarm must select 4A Mao 4D Low-level focal SA AuxiNary alarm contact, form C type * 8A Elapsed time rrte/er * OC Event (cycle) counter 10E Lockable latch - NEMA 4X 10E Lockable latch - NEMA 1 *10F Lug M tg sassier *10K Anti-condensation heater com DEa AWnarr 11C NEMA 1 alarm panel must sale& option eA 11D NEMA 4X alarm panel moat select option tiA 1916A Conttrol / alarm circuit breaker Does not kz*ids the cfrcalt board as in stendlu d. 16A 11Y cord in Rsu of 20' 188 16' cord in lieu of 20' 160 30' cord In lieu of 20' 16D 40' cord in lieu of 20' 17A WE SlgnaWastere / mounting strap • 1713 SJE S%inaftestere / extsmatty weighted e 17C Sensor Floste / IMamelly weighed 17D Sensor Fbste / externally weighted A 17E Sensor Floats MW / pipe clamp A 17F Sensor F104P Mini / axlarnaNV weighted A 19X Door mounted pump run indicator 21A Punpmestere in Neu of on/off switches e 218 PumpMestare Pkm in Aeu of oNotf switches • 21C Super Singles in Rau of on/on swkcfm r► 1210 Double Float- In Neu of on/off switches A e MochankaMy-SCUMsd A Mercury-activated MPL E MODEL 112 0 F w'1 n n n n 13A R Alarm Package , I nclosure Rating ET T stalling Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Alarm Flasher, Elapsed Time Meter *&*-0VW9Km P*d*dl%USA "M GIPrq PN 100e/018 8A, 8C, 15A I Prepared By Black Water Soil Investigations, LLC 10 E. Martha Drive, Ullington, NC 27546 Ph (910) 814-7691 3/18/2009