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HomeMy WebLinkAboutAUTH-3-10-5610.TIF PRESSURE MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Owner: St Stephens Fire Dept Address: 4060 Springs Road ~aA CATAWBA COUNTY Case # AUTH-3-10-5610 Public Health Department 2 Subdivision W A TURNER ESTATE Q _ Environmental Health Division PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 31-34 & 50-53 !g 2 PIN# 373414238017 Applicant/Owner BOBBIT DESIGN BUILD INC Site Address: 4060 SPRINGS RD, Conover. NC Property Size: SF 0.219 ACRES Directions: FROM 40 TAKE EXIT 130 N,- RIGHT ON HERMAN SITE RD;LEFT ON COUNTY HOME RD:RIGHT ON SPRINGS RD. PROPERTY IS ON THE RIGHT PASS RIFLE RANGE ROAD. Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permit) * See site plan and number of additional attachments L-2-J. Proposed Wastewater System: CONVENTIONAL Wastewater Flow 420 g.p.d Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP Soil LTAR. ' g.p.d./ft2 Permit Category: Expansion Type of Facility: Other Basement? No Basement Plumbing? No Wastewater System Requirements Tank Size: New Tank 1,000 gal Pump Tank 1,000 gal Grease Trap 300 gal Dosing Volume 184 gal Pump Specs: 32.88 GPM @ 8.49 ft. TDH Pressure Head 2 ft. ft Draw Down 8.8 in. in Drainfield: Total Area: 1,400 sq ft Total Length: 400 ft Maximum Trench Depth 24 in Aggregate Depth 12 in Trench Width 3 ft Minimum Soil Cover 6 in Minimum Trench Seperation ft on center Number of Drain Lines 6 Distribution: Pressure Manifold Additional Specifications: All installation activities shall be in accordance with design specifications, site and equipment diagrams, provided by Wendell Overby, LSS, S&EC, submitted 2/24/2010 and approved 3/18/2010 (see attached). Installation contractor shall schedule a pre-construction conference with CCEH prior to beginning installation. The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant/property owner to insure that all Catawba CoungV Planning/Zoning and Building Inspections requirements are met. This Authorization to Construct Permit is subject to revocation if the site plan, plat or the intended use changes, or if site conditions are altered. The Authorization to Construct Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina 'Laws and Rules for Sewage Treatment and Disposal Svstems' (15A NCAC 18A .1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. Mike Cash 03/19/2010 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 03/19/2015 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. 03/19/10 14:18 • Soil & Environmental Consultants, PA 1043 Cambrook Court • Concord, North Carolina 28027 • Phone: (704) 720-9405 • Fax: (704) 720-9406 www.SandEC.com Attached is a design for a Conventional Septic System using Pressure Manifold Distribution for expansion of St Stephens Fire Dept Catawba County, North Carolina Contents: Page Information for the Installer--------------------------------------------------------------------1 Design Information Design Specifications-------------------------------------------------------------- 2-3 Layout Specifications--------------------------------------------------------------- 4 System Tapsheet-------------------------------------------------------------------- 5 Site Plan------------------------------------------------------------------------------------- 6 Plumbing Plan-----------------------------------------------------------------=------------ 7 Septic Tank Diagrams--------------------------------------------------------------------------- 8-9 Pump Tank Diagram---------------------------------------------------------------------------- 10-11 Pressure Manifold Diagram--------------------------------------------------------------------12 Control Panel Specifications-------------------------------------------------------------------13-16 Pump Specifications-----------------------------------------------------------------------------17-18 Electric Box-------------------------------------------------------------------------------- 19 Calculations--------------------------------------------------------------------------------------- 20 February 24, 2010 S & EC Project No. 5-2220 Design By: W. Overby INFORMATION FOR THE INSTALLER: - The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by DEHNR, and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade, with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Where required by the county health department, post installation inspections by the designer must be scheduled 5 week days in advance. - Trenches shall be carefully excavated so the bottom is within 2" from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams, constructed of relatively impervious material, shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation. The use of a small loader (i.e. Bobcat) or a trencher (i.e. Ditch Witch 2300/2310) may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to start - Existing septic tank to be abandoned. 1000 gal septic and pump tanks specified - Pumptank riser should be 6" above grade, control panel should be 12" above grade. - Septic tank riser shall be a minimum of 6" above finished grade. - EZ Set risers specified for septic and pump tanks. Top of tanks --2.5' below ground - System is specified as a conventional installation; gravel proposed but innov trench could be substituted instead. #57 stone not reommended. Repair is panel block system type. - System trench bottom specified at 24 inches - 300 gallon grease trap specified from kitchen plumbing i i I j St Stephens Fire Dept PRESSURE MANIFOLD DESIGN I DESIGN FLOW: 420 SOIL APPLICATION RATE: 0.3 gpd/ft.2 TOTAL AREA TRENCH BOTTOM: 1206 TOTAL LATERAL LENGTH: 402 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 18 TOTAL DYNAMIC HEAD: 8.49 MANIFOLD SIZE: 4 in.SCH 80 PVC DOSING VOLUME: 183.75 PUMP TANK DRAW DOWN*: 8.8 SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: 1000 RECOMMENDED PUMP: Myers Model ME50 or County Approved Effluent Rated Pump Capable of Delivering -8.5 ft.of Head at 32.88 gpm Total Flow Septic Tank Dellinger 1000 gal with EZ Set risers Pump Tank Dellinger 1000 gal with EZ Set risers `Pump tank draw down based on a volume basis of 21 gallons per inch draw down may vary among pump tank manufacturers. 3 O mn AA AP ~(n z p 0 2 v)r m a m O o 7 i A rnv - p.. rD p. e w(A Cf) (T1 r.+. X n co zo co T 4-, p SZ rZ fD vm Az ar) co o mr A z VJ j m o ea m Z 2 O D d - ~ a ~ p ZJ 'C 1 o r ° w ` y O cz: n ➢ ° p ° p D c _z 1 N mmA m O .i:i•;ymA z m 4 c n m A /`l Z Oz N r com p r^ - - ° F'mz Vl r ~ 0 _ A D e n Eo ya I u \ ov) C \1 rZ\\/ Ao II 0~y Az a j ~lV m n co O u F+ V1aG xF A = Z DFO U+ Z m n OJ_ ~p CS a ~vr mDC D~ u~ O~ ? AO wK: m v 3 0 n~ .5 mm -zit n C n m @2008 Details Provided by APPIAN Consulting Engineers www.oppionengineers.com 06/30/2008 - 3: 48: 28 PM GENERAL NOTES: 1. Design specifications conform to latest ASTM C1227 specifications "Precast Concrete OUTLET C t; 5 INLET Water and Wastewater Structures" 61- WATER 0 2. Concrete compressive strength 4,000 psi minimum. LEVEL o O 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for O o - "Structural Design Loading for Water and Wastewater Structures" and shall utilize grade Z4 = - FLOW N C4 A 60 re-bars conforming to the requirements of ASTM A615 or WWF conforming to the n N requirements of ASTM A185 or both. Place Additional reinforcing at all openings. 4. Optional Cast Iron casting with 24" dia. access in top section per NCDOT standards or ELEVATION optional 20" round EZ set lid or as otherwise specified. Supplied by either Dellinger Precast - - - - - - , or customer. To be field adjusted using approved methods by contractor. OPTIONAL 5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to ROUND LID ' have PSX Direct Drive boots or equal. Pipe Inlet locaions (typical 3 sides) to be knock _ out pannels. Effluent Filter supplied by Dellinger. Inlet Tee & Pipe supplied by contractor. 22„ DIA 6. Joints to be sealed with ConSeal CS102. butyl rubber joint sealant or equal. Sealant meets or exceeds the requirements of latest federal specification SS-S-0021(210-A), AASHTO M-1 98B, and ASTM C-990-91. 7. Lift Insert / Lift Eye Pin by M.A Industries or equal, 15 20" DIA Cast-in by Dellinger Precast. Lifts meet or exceed L J OSHA requirements. 8. Method of namufacture is Wet Cast. \ 52•./ TOP & • W tO BOTTOM 9. Sections are monolithic. Weights: Top Section 4,271 t lbs. DIM'S 11 ~1" " ~ I ~ ~~•0 Base Section 4,426 ± lbs. 106 4' KO INLET 10. I.D. = Inside dimension . O.D. = Outside dimension 100 (TYP. 3 SIDE) L = Length ~ TEE - SEE W = Width r~o NOTES 3 & 5 H = Height NOTES 3 & 4 i fiLS;.a 2" x 6 1/2" ~I 6 VENT AT TOP IMPRINT: i v OF BAFFLE n STB-79 I ~r ~I TOP ~ 1000 Gal. SECTION 4" OUTLET ~ EFFLUENT VV, FILTER o M NOTES 3 & 5 (I.~'~ 4$'' MID SEAM 30% LIQUID .10Z TP~~ ~0 DIM'S LO DEPTH FROM / j,13 @ $ BOTTOM. BOTH SIDES. NOTE 10 103 W O f~ P w II Lu NOTE 6 I = m I 4" WIDE = SLOT t7 CV I ~ ~ - (V • r^ i' 3" THICK WALLS TYP. • v BASE NOTE 3 ' - ~ 4" THICK BAFFLE SECTION --I @ BASE & TOP D 1,000 Gallon (Mid Seam) Scale: Not To Scale i Revision Date: SEPTIC TANK February 2008 Detail # 4531 North Hwy 16 Denver, N.C. 28037 . Phone: 800-948-1666 ■ 704-483-2868 . Fax: 704-483-2363 ST-1,000-MS O1 z Vj a O w 3 CD U ~ ~a = JK Z~ Q s L ~Z > _wm ~a U O W a C. m J~ Up ~ ~w Zm M i O, = w, m N U a m v° /..i O ~za`a aaro v w oa Z W zw am O Y a ¢ o 0~a m z z N Z a_ Wa w Nz wwp Z ~~s z o F wo F- s O < s~ O Y N Z Z 16 0 m In mZ YW a Q Km Z / >4? N > > `y :Ua ' w3 3 ;z O a 00 z 3 g 3m Q .//~z J O O w ZZ G 33v Q i a mmw C) C) a > N L Q / X J \i S 2 S O CL Ol U J \U\~., Oz CO Om D \ a v a I E L~z z - w la 3 ~ ~ a OY m a an ~ U O W v n . Z n 0 z L(r. N Q a @2008 Details Provided by APPIAN Consulting Engineers www.appionengineers.com 06/30/2008 - 3:40:44 PM GENERAL NOTES: 1. Design specifications conform to latest ASTM C1227 specifications "Precast Concrete OUTLET r~ INLET Water and Wastewater Structures" -i- 2. Concrete compressive strength 4,000 psi minimum, o Q p 6 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for O v ♦ O "Structural Design Loading for Water and Wastewater Structures" and shall utilize grade FLOW o - M 60 re-bars conforming to the requirements of ASTM A615 or WWF conforming to the requirements of ASTM A185 or both. Place Additional reinforcing at all openings. 4. Optional riser or optional 24" round EZ set lid. Supplied by either Dellinger Precast or ELEVATION customer. To be field adjusted using approved methods by contractor. 5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to 20" 201 have PSX Direct Drive boots or equal. Pipe Inlet locaions (typical 3 sides) to be knock out pannels. Effluent Filter supplied by Dellinger. Pipe supplied & installed by contractor. 6. Joints to be sealed with ConSeal CS102. butyl rubber joint sealant or equal. Sealant meets or exceeds the requirements of latest federal specification SS-S-0021(210-A), NOTES 3 & 4 AASHTO M-1988, and ASTM C-990-91. F 7. Lift Insert / Lift Eye Pin by M.A Industries or equal, 26 26' 8, 8 Cast-in by Dellinger Precast. Lifts meet or exceed ■ OSHA requirements. ' 8. Method of namufacture is Wet Cast. 9. Sections are monolithic. Weights: i TOP Top Slab 1,712 t lbs. 241 Base Section 5,865 ± lbs. SLAB 10. I.D. = Inside dimension O.D. = Outside dimension L = Length" W = Width NOTES A NOTE 3 H = Height 3&4 - CL F_ V r OZ 6~~(0 OPTIONAL p~ 5g~1 (I D~ TOP DIM'S RISER DETAIL ; N (0 D 22"_ 1 22" ° d c, I• 9~" , C%J L' C 4" KO INLET SOW (TYP. 3 SIDE) _ F I SEE NOTES / I 3&5 Q I h v O 3" THICK NOTE 6 C) WALLS TYP. IMPRINT: ' NOTE 6------------ = PT-283 Q 1,000 Gal. II i NOTE 3 Y 4" OUTLET I r v NOTES II j OPTIONAL _ 3" THICK ~ 3&5 ROUND LID WALLS TYP. 26" DIA BOTTOM DIM'S \ 311(4 $11,0,0) BASE 511 D. SECTION Not To Scale D 1,000 Gallon (Top Slab) Scale: Revision Date: PUMP TANK February 2008 Detail # I 4531 North Hwy 16 - Denver, N.C. 28037 - Phone: 800-948-1666 - 704-483-2868 - Fax: 704-483-2363 PT-1,000-TS 6 ~ 5' -0' 4" 16° T------~ 1 p I I o I I ~ I I 1 I I 1 1 3'-0" 17 I I 1 I 1 g. I O I I ~ 1 i------------------~_ 1----- 6*fT" I Inlet fee Vulcan V-1384 Supplied & Installed Ring & Cover Outlet Tee By Cantracor Supplied & Installed By Contracor j Lifters 1"0 Butyl Rubber Sealant 39" , j In Joint 4" 0 45" 48" PVC ' , Lifters Tee 6" To 12" r. 6" Grease\300ggi REINFORCEMENT: H-20 Bridge Loading CONCRETE: 4000 PSI 0 28 iDAYS 300 Gallon Grease Interceptor p.0,13ox 58659 stayAlS ht Raleigh, NC 27656 Phone (919) 676-8600 wwwjwYnghtxom s Z / O l1 6m~ z \ O °i Z h,\~//!;~l~ ~\I/ii I`\ ~A NNNNNN N 000 'i-- ~ xxzxxx- 000000 , 55 O mga~ Z Cl) r/ 5 E ~m K~ 6° 0 w U) ° r 4 ~ A~ m co - ~ ~ ° Z~1D o om o A U) a \ D fTl T~~ ~ y \ to Z ~ n fTl O Z F ~ Oti g ~ A°/1 1 Z 4 ~ r 0` t,~~1 O) g~ ti F o ~g Ci g yc i i MODEL-11 ' Single phase, simplex motor contactor control. 137 The Model 112 control panel provides a reliable means of controlling one 120, ki `Ih• 208, or 240 VAC single-phase pump in pump chambers, sump pump basins, x' 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. is ®0© indoor indoor/outdoor Mode! Shown \ t121w9rax m 7AF n tire control system (panel and witches) is UL Listed to meet and! or exceed industry safety e t~ standards m e e a a 1 Dual safety certification for the e e e e ® United States and Canada Standard package includes three 20' Sensor Float"' control switches 1 r Complete with step-by-step installation instructions 1. Enclosure measures 8 x 8 x 4 inches (20.32 X 20.32 X 10.16 cm). / Three-year limited warranty Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable flanges for outdoor or indoor use). Options selected may increase enclosure size and change component layout. o VE us 2. Magnetic Motor Contactor controls pump by switching hot electrical lines. LISTED 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 (optional) provides pump disconnect and branch circuit protection. STANDARD AIARM 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). ~oHrRO~s Note: NEMA 1 style utilizes an internally mounted buzzer (83 to 85 decibel) in lieu of horn. 5J ELECTRO SYSTEMS. INC. 14. Exterior Horn Test/Normal/Silence Switch allows alarm horn to be silenced PO Box 1708, Detroit Lakes, MN 56502 and testing of horn and light to ensure proper operation of alarm system. 1-888-DIAL-SJE ..11-218-847-1317 15. Horn Silence Relay automatically resets alarm after alarm condition 1-218-847-4617 Fax has been resolved (mounted on circuit board). email: sje@sjerhombus.com www.sjerhombus.com 13 112 MODEL 112 ALARM PACKAGE B 0 = select options or no alarm package 1 = alarm package (includes test/normal/silence switch, fuse, red light, horn & float) ENCLOSURE RATING I I = Indoor, NEMA 1 (metal) W =Weatherproof, NEMA 4X (engineered thermoplastic) STARTING DEVICE R1 =magnetic motor contactor 120/208/240V 9 = magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0-7 FLA 1 = 8-15 FLA 2 = 16-20 FLA 3 = 21-30 FLA PUMP DISCONNECTS 0 = no pump disconnect 1 = pull-out with safety deadfront in a 10"x8" enclosure 4 = circuit breaker FLOAT SWITCH APPLICATION R H or L = pump down or pump up X =r~no- floats OF 1-rIONS Lestedbelow 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 CODE DESCRIPTION Q 1A Rod beacon only / no audio Q 11C NEMA 1 alarm panel must select option 6A must select 1E if floats included Q 11 D NEMA 4X alarm panel must select option 6A Q 1C Horn only I no visual Q 15A Control I alarm circuit breaker must select I E if floats included Does not include the circuit board as in standard- 1 Alarm float Q 16A 10' cord in lieu of 20' 3A Alarm flasher Q 16B 15' cord in lieu of 20' Q* 4A Low level cutout Q 16C 30' cord in 5eu of 20' select option 4D if floats included Q 16D 40' cord in lieu of 20' Q * 4B Red low-level indicator R alarm 0 17A SJE SignalMaste&' / mounting strap 0 must select 4A also 0 17B SJE SignalMasterl / externally weighted • Q 4D Low-level float Q 17C Sensor Float®t internally weighted A Q 6A Auxiliary alarm contact, form C type Q 17D Sensor Float" / externally weighted A Q * 8A Elapsed time meter Q 17E Sensor Floate Mini / pipe clamp F7 * 8C Event (cycle) counter Q 17F Sensor Float- Mini / externally weighted A Q 10E Lockable latch - NEMA 4X Q 19X Door mounted pump run indicator Q 10E Lockable latch - NEMA 1 Q 21A Pumpmaster- in lieu of onloff switches 0 Q* 10F Lightning arrester [Q 21 B PumpMaster" Plus in lieu of on/off switches • = *10K Anti-condensation heater Q 21C Super Single® in lieu of ontoff switches A Q 21D Double Float'" in lieu of onloff switches AL • Mechanically-activated A Mercury-activated SAMPLE MODEL lI2 n~ 9 1 4 H 3A 8A Alarm Package 1i Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Alarm Flasher, Elapsed Time Meter O C.IF-Rhnmhiic PrinlnA in LISA 01100 Iq 1 ~ ~ 1 t Mercury-activated, narrow-angle float switch designed to activate pump control panels and alarms. This narrow-angle sensing device is used to accurately monitor liquid levels in sewage and non-potable water applications. The Sensor Float`s control switch is not sensitive to rotation and is suitable for use with intrinsically safe circuits. Contact SJE-Rhombus regarding specific intrinsically safe applications- Normally Open Model (high level) isfs;i The control switch turns on (closes) when the float tips slightly above horizontal signaling a high level, and turns off (opens) when the float drops slightly below horizontal. Normally Closed Model (low level) The control switch turns on (closes) when the float drops slightly below horizontal signaling a 'f3[° low level, and turns off (opens) when the float tips slightly above horizontal. If LIM JF Suitable for use with intrinsically safe circuits. CABLE: flexible 18 gauge, 2 conductor (UL,CSA) SJOW, water-resistant Not sensitive to rotation. (CPE) jacket Ar Control differential of .5 inches (1 cm) above or below horizontal. FLOAT: 3.38 inch diameter x 4.55 inch Jr UL Listed for use in non-potable water and sewage. long (8.58 cm x 11.56 cm), high- impact, corrosion resistant, PVC A CSA Certified. housing for use in sewage and j Three-year limited warranty. non-potable water up to 140,,F cv- ~L (60-C) LR54245 LI 3N2~ MAXIMUM WATER DEPTH: 30 feet (9 meters), 13 psi l{}1' LC MERCURY TILT SWITCH: single pole, single throw, mercury-to-mercury contacts, hermetically sealed in a steel capsule and epoxy sealed in This switch is available: the float housing ® for normally open (high level) applications or normally closed ELECTRICAL: 5 amp, 1201230 VAC, (low level) applications. 50160. Hz t in standard cable lengths of 10, 15, 20, or 30 feet and 3, 5, 6, or 10 meters. AV with three mounting options that allow for flexibility in installation: Mounting Clamp: for applications where the switch can be attached to a discharge pipe or similar mounting device. Internally Weighted: for applications where the switch can be suspended from above. Externally Weighted: for applications where the switch can be suspended from above. corarrsoLS i r'- e SJ ELECTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE 1..1-218-847-1317 1-218-847-4617 Fax email: sje@sjerhombus.com www.sjerhombus.com ~5 Sensor Float* control switch installation instructions 7F.il,,e 7ELECTRICAL SHOCK HAZARD EXPLOSION OR FIRE HAZARD Disconnect power before installing or servicing this Do not use this product with flammable liquids. product. A qualified service person must install and Do not install in hazardous locations as defined by service this product according to applicable electrical National Electrical Code, ANSI/NFPA 70. and plumbing codes. to follow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation- This product must be installed in accordance with National Electric Code, ANSI/NFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. :MOUNTING 17f; -7,11 1. Place the cord into the clamp as 1. Determine desired activation 1. Determine desired activation shown in Figure B. level. level. 2. Locate clamp at desired activation 2. Suspend switch 7 inches (18 cm) 2. Suspend switch and cable level and secure the clamp to the below desired activation level as weight at desired activation level discharge pipe as shown in Figures shown in Figure D. Switch as shown in Figure E. A and B. Note: Do not install cord remains partially submerged 3. Wire cable leads directly into under hose clamp. during the "on" tipping action. control device as shown in 3. Tighten the hose clamp using a Switch can be totally submerged Figure C. screwdriver. Over tightening may and still continue to operate 4. Check installation- Allow system result in damage to the plastic properly. to cycle to insure proper clamp. Make sure the float cable is 3. Wire cable leads directly into operation. not allowed to touch the excess control device as shown in Figure hose clamp band during operation. C- Cable weight is attached to switch 4. Bring cable leads back to control 4. Check installation. Allow system cable at the factory. To adjust: device and wire according to Figure to cycle to insure proper C. operation. 1. Release clip. 5. Check installation. Allow system Figure C - Wiring Diagram 2. Adjust cable weight to desired to cycle to insure proper operation. position. Note: All hose clamp components are 3. Lay switch cable in weight made of 18-8 stainless steel material. to L1 power channel. See your SJE-Rhombus supplier for to L1 load source 4. Align clip with weight channel replacements. and slide towards switch cable ilrr . :yn as shown in Figure E. 5. Snap clip snugly up to cable, Figure A moving clip to tightest possible ~u; rJ p' position. T ' f I ( black white! Figure E - ''1'fH'v..:rd^"tPl:'I?:iil!i `H f.taif orSti~ i!?3' I >fl1 = i `E 1'' Figure D r 51 .I,u:•,•+t:.:. S:c-t.;;tz::<:u::::::; :mac 3~;i:: t :,~,r• ::n,_: \ tilt„t«:,:tirl,i+,;; f iii-... tit it .-c--:::-"--... \ • Ifilj'i;1ti :.i::lis"i?~ l; :Sii2i`iti'iSfi51f?1~1a~iisi`.i~~,,aa~~!ir5. Figure .._.__x__.. ,:r,:. %13;itiili•• t}gJZtozr::: _ r- x::-:EF LLrc's In:! • ~a:f!;!:yt;;,e=: hlr,;;:.,rg1!r. :11A VI : ..arc \ l _ . Nriil'Sii:-rl-:iie~i . » ,:,.,.,.,..t :,,:::a{h 1h t~ (Il.jru •l:'riii ti454izCiti3l~i;. ! I l t. oll l 3.5 inch (9 cm) - i:'iiiiti~i "i••3"' :N•' _ r; _ _ tnthar len th ,ii l.i:• - - 9 i::;'; .ii13'ri :•.,a:ri::3Fi iEFSE_= - - : iLNr :It, - €tF: sit; ^jFp:re o - ' - V, . ''ll CO rV TROL3 mink c0 SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ® P.O- Box 1708 X Detroit Lakes, Minnesota 56502 USA Insil. Inslr. PN 1009646A 1-888-DIAL-SJE (1-888-342-5753) 1 Phonc: 218-847-1317 AF Fax: 218-847-4617 OsJE-Rhornbus Cat. Page PN 1009509A E-mail- sje@sjerhombus.eorrt Printed in USA 03100 /Y i ME SERIES 1/2 through. 1-1/2 HP Effluent Pumps lev fi DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE r. - ® Oil-filled,nolor for maxinnurrl stem diss:iiaflon and r constaj,t bearing lubrication:. N High tr~rclu.-,, porma ient split cupocitor ; PSC:), s + , sir c to ph~,;.so motors. No starting switches or relm,rs to wear out. ® Op.ional seal.eak probe warns of seal leak condition, (Deal seal motors only.) Helps prevent € - costly rnotor darnage. ® Motors have on winding current and temperature 4 sensitive overload. ;Single phase only.; " THE ME SERIES EFFLUENT PUMPS ARE DESIGNED FOR YEARS OF MAINTENANCE FREE OPERATION v s Volute seal ng is replaceable Restores p;lrnp to o.igi_ta ti.t.rforl ia: if wear Y4U1C1 OC Lir. N Motor rs i eid in place by 4 screws, Easily re- moved, nseI vicC, is ever needed. Double Seal PRODUCT CAPAILITIES Cap 1 e's 7 120 GPM 454 LPILT _ { rlE d G8.9 rn hfux J~ al ~Jl 1.1 19 Mm cip e ` nines` i effluent & drain water _ tc ie i i'rr€d Tempi, UP tc. 140 r p i-3 6(T C i.-r P.pc.,_ic ila:u - 1/2 H7115 visas, 1 -h I to 1-lit HE 230 Volts, I ph lf2 2.w)8, 233. 46 0, 57:, vC3'ls. 3 Ph Single Seal oil-filled, Permanent split capccl to type, l -ka)h, 3450 rprn. 60 Fz rv:mot r l^s gaff Class P lI30l C) 1 1'h::d u.rty : ;..rc.),vals 1.-L. C`A _ THE MYARS ME SERIES EFFLUENT PUMPS ARE .Lr zt h pil Rci ge, 69 DESIGNED SPECIFICALLY FOR TODAY S EFFLUENT r i 9-7.7 PRESSURE DISTRIBUTION MOUNDS, TRENCHES AND vs~ ti 2b-35 SSU # HIGH FLOW DRAINAGE APPLICATIONS. The ME ;aeries Discharce, h Y"t' 2 in. ti". .rams effluent purrips with their efficient t- o vans, enclosed r 17 . lais__:~ D;oc Siloplex 24 in, a? c.in impellers, provide the ideal performance for optimum Duplex to in v1 4 c in do sing. ME Series purnps are constructed of only corrosion resiSt(-7nt TTIG[terials like cast iron, stainless C- t u i~ Malaria"", _ - steel and thermoplastics to assure that 'they will per- I FotCsr 1iCn.1>in0, v lL' C;cSI iron. Class 317, ?.4""t.": A48-7 b _.i form for vears to come in the harsh effluent environ- E?'f_,1_sed Two. 1)~,JriF ment and drainage applications. For more informer i;n;.seile;r Slnr;aard ei,gfnrercct tri r_ sc~.iast`,a tion, wall your Myers distributor toocsy or the Myers Optional b-oinze ,kshland, Ohio sales office at 419/289-1144, 304 S5:` Vent v ,,..s i '7;ng :inn-N 416 S° ADV .NTAGES BY DESIGN 1 r IDEAL FOR USE IN MOUND AND TRENCH PRESSURE v j r'a DISTRIBUTION SYSTEMS 1 ? i E h 20 t.. 15 S ;O Nr".lO Ar f1 3 - 20 4 1 1 r-P.I Ph 1.. 14/3StOINISJO%V1? Hi ~,h efficiency, two vane, enclosed iinpeller pro . P n, 20 vldes ideal performance for most efficient dosing. l e 14t4 SOVu 0'~...... Shall .,C,....: ~ r da:d _ single carbon & ceramic • impeller passes full inch sciids pt ,ru,: ri de. i arbon & ceframe • Enclosed iMIDeller c e_;igTi ell nitrates possibility of carbide jamming or corrosion between im;:,eller rand volute. 1 1 ..i t ;?2S 3-00 `aerie's S WHERE INNOVATION MEETS TRADITION Myem ISO 9001 Certified Conapany ME SERIES 1/2 through 1-1/2 HF Effluent Pumps POWER CORD DIMENSIONS ~Lw .locket Sealed with corn- MOTOR HOUSING pression fittings. loctividual Cast iron for efficient wires Plotted with epoxy to heat transter and prevent wicking in case of corrosion resistance, r„\ cord daulaye. BEARINGS Upper and lower ball I i o support rotor. 'rake radial and thrust loads. MOTOR \X fff =r~~ 1/2, 3/4, 1 and 1-1/2 11P i} ct single or three phase. C~ 60 Hz, 3450 RPM. Single, L-- X11 y`, pl-rase PSC motors havo buill-in on winding f overload protection, oil- ryl Y reeled and lubricated. 9=* HIGH EFFICIENCY CAST IRON VOLUTE I - Corrosion resistant. Passes spherical solids. 2" NPT - dischur9e. I LyJ- / x\ Inches (millimeters) Model Series A B C r / - / 16.8 4.09 1.03 12.13 A f i / MMOS (427) (104) (26) (308) t 18.6 4.09 1.03 12.13 ME50D (472) Q04) (26) (308) ME75S, ME]OOS, ME150S 16.8 4.0 1.06 I 12.5 (4'2'1) (102) (27) (318) ENCLOSED TWO VANE VOLUTE/IMPELLER SEAL 18.6 4.0 1.06 12.5 IMPELLER RING MCYLir), M .100D, MF.150D (472) (102) (27) (318) high efficiency, Pclsses Maintains high efficiency r:," spherical solids with and reduces recirculation. PERFORMANCE CURVE sluirlless steel wear ring. Repluceable. Optional brollze construe:- CAPACITY LlrEns PER MItJf1E lion available. 3 0 ~u +oo Aso euu z5u ssu .uu Aso SHAFT SEAL(S) 1 +00 Curbon and ceramic, faces. Optional dual tandern seats. Extends motor life- ~ "peso 24 roo t I \ S 50 $ c ' r <o A'eso l ~ ao B SEAL LEAK PROBES Optional probes (dual ^n seal only) detect wafer leakage in seal housing. o 0 Activates warning light. 0 'o 20 30 40 50 60 7o ao ao +oo ,ro ,zo isn CAPACITY GALLONS PER MINUTE K3320 9/98. F. E. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-1969 Printed in U.S.A. 419/289-1144, FAX: 419/289-6658, www.temyers.com Myers (Canada), 269 Trillium Drive, Kitchener, Ontario N2G 4W5 ® rte, s,xrE1NK EM4 k, • 5191748-5470, FAX: 5191748-2553 ELECTRIC BOX 4" x 4" TREATED POST CONTROL PANEL WITH ALARM 17 IN. CONDUIT 12 IN. CONDUIT FOR PUMP AND FLOAT WIRES 30' MIN-> NOTES: ELECTRICAL SYSTEM COMPONENTS SHALL BE INSTALLED TO MEET OR EXCEED MINIMUM REQUIREMENTS SPECIFIED IN THE ELECTRICAL COME. ALL WIRING SHALL BE #12 MINIMUM, AND RATED FOR DIRECT BURY. PROVIDE GROUNDING AS REQUIRED, AND PROVIDE 30" MINIMUM BURY ON CABLES. PROVIDE ONE 20 AMP, DOUBLE POLE, 230 VOLT CIRCUIT BREAKER (FOR PUMP), AND ONE 20 AMP, SINGLE POLE, 115 VOLT CIRCUIT BREAKER (FOR ALARM) IN MAIN PANEL. CALCULATIONS Location St Stephens Fire Dept Project Number 5-2220 Lot No: NA No. of Bedrooms' '',0; Design Flow 420 gay/day LTAR 0.3 gal/ h 2 day 25% Reduction? (YES OR NO)! NO` Supply Line Length 18 ft. Supply Line Volume 3.132 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft. 2" SCH 40 PVC Amount of Line from Layout 402 ft. GPM f 20 0.84 Gallons per Minute 32.88 9a,/m;a -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Minimum Standard Tank Size 1000 30 1.78 32.88 2.:12 Lateral Line Volume 262.506 gal. 35 2.37 ::_2.25 Dosing Volume; 1'8375 gal. 40 3.03 Note: Dosing Volume Based on 70% 40.67 3.22 of the lateral line volume 42.66 3.77 48.14 4.37 50 4.58 57.11 5.80 58.47 6,14 60 6.42 Tank Draw Down 8.8 Generic Draw Down of 21 gal.perin. Pump Run Time 5.59 minutes Estimated Elevation Head ft. Pressure Head'.' 2 ft. Friction Factor { 2..12: ft./100 ft. (From the interpolater.) Friction Head 0.38 ft. Total Dynamic Head (+15%) 8.49 ft. ao �%�� J"� ������ ������ �� .��.,.��. �965 �� a�il,L�� �aovx,.J�� ,286�5 8,28-758-.�,�69 �aa 8,�8-�'5�-/s�"8.3 ���@G��.� ��i dQC�►�n��c���`r�� � a;t�� �� � � �� � �� �� ��� � ������ � ,2� �o� a�/ ; i �ie ur�� ��xec��c�/� ��,o�e ��u� �ie . i� �ia . �� G���uz��;o�rL � ��i,e ��,►,�i ad li�i�izeQa� � ��Q� ���� �a,�e.• � � � °�' � � - j 1 �o��+��: Julia English ���1,-,3� ib-5�r +� From: Megen McBride Sent: Wednesday, May 25, 2011 2:10 PM To: Julia English Subject: Fw: St. Stevens Fire Department, Hickory From: Wendell Overby [mailto:woverby@sandec.com] Sent: Thursday, May 19, 2011 06:52 AM To: Megen McBride Subject: Re: St. Stevens Fire Department, Hickory That is fine with me. Thanks, Wendell ----- Original Message ----- From: Megen McBride <MMcBride@CatawbaCountyNC.gov> To: Wendell Overby Sent: Wed May 18 20:39:12 2011 Subject: St. Stevens Fire Department, Hickory Mr. Overby, I recently did the septic inspection for the system you designed for St. Stevens Fire Department. Everything went in geat and there were no problems. I do have one question, though. You specified that the old existing septic tank was to be crushed and filled in. The septic installer said that this would be extremely difficult as the old tank was almost completely underneath a asphalt driveway. Crushing the tank would destroy the drive. The installer felt confident that since it was under a secured drive, it posed no risk of caving in. Since our permit was issued based on your conditions, I wanted to make sure that you were OK with the tank being left in place, as is. Let me know your thoughts on this matter. Thanks, Megen Megen McBride, RS Environmental Health Specialist Catawba County Public Health (828) 320-3079 mmcbride(c�catawbacountvnc.�ov <mailto:mmcbride(c�catawbacount ny c•°,. ov> The information contained in electronic transmissions is confidential and may be subject to protection under the law, including the Health Insurance Portability and Accountability Act (HIPAA). An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the message is strictly prohibited. If you received a message in error, please contact the sender immediately by replying to the e- mail and delete the material from any computer. 1