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HomeMy WebLinkAboutMiscellaneous - 36 PATTON LANE 4/30/2018 (2)y 2 114 j�ll t N Lot & Street (0 `t Map /Parcel CONSTRUCTION APPROVAL Has plan review fee been paid: CYE7NO Permit# Plan Approval: Date: Approved by: �1iz .� Designer: _S a4 Plan Date: Conditions: Water Supply: `Town_ __ ___ Well. Well Permit: -..Driller: Well Test` s�Qhemical Date Approved Bac biifla I Bacteria I Plumbing Sign -Off: Comments: Form "U" Approval: Date Issued Conditions: Date Approved Date Approved Wiring Sign -Off Approval to -Issue: By: NO Final Approval: All Permits Paid? YES NO Well Construction Approval? YES NO Septic System Construction Approval? YES NO Certification? YES NO Other YES NO Any Variance Needed? YES NO FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: SEPTIC SYSTEM INSTALLATION r Is the installer licensed? CED NO Type of Construction: NEW C19P New Construction- - ._Certified Plot Plan Review YESiii -0 –Floor Plan Review YES NO - _— . Conditions of Approval from Form U YE NO _Issuance of DWC permit: - NO _DWC Permit Paid? -- S NO . ---DWC-Permit # /0 _ Installer:�� -_-__-- = Beginlnspection:- YES NO --- Excavation Inspection: – Needed:/o a�Ec - �": P, Passed: - By: -._Construction Inspection: Needed As-Built_Plan Satisfactory: YES: -- Approval of Backfill ---Final Grading Approval Date: fr / By: Date: By: Final Construction Approval: Date:�f' By-. 201 Certificate of Compliance: Approval: Date: �7 7,� TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE: 07/12/99 This is to certify that the individual subsurface disposal system constructed ( ) or repaired (X) by John Soucy at 36 Patton Lane has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations as described in the Design Approval Site System Permit # 1046 dated 06/03/99. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Board of Health Inspector TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATIO-N' T1e unders'�zned hereof, certify that the Sewage Disposal System � i const- cted; � �f repalred; - b''�l�ti� i located at was installed in corLlbtnnance with the North .-kndover Board of Heal':1 approved plan• Systern Desi<g-n Perrrit . dated_ <.��3/9� ;�Ith an acCrCv _� ed des. n Clow of �0allons per day.' i he materiais Aed were in cordorrnance V%ith those spe—Eed on the approved plan; the system was installed in accord-mc'\'viih the pCCV1siI1S of 310 CIIR 15.000, Title 5 and local rezilations, and the final t rradinn agrees substantially vvith the approved' plan. All work is accurately represented on the As -built which has been submitted to the Boar or Heals . Bed inspection date: (o 7 f-? Final inspection date- 6-0 — q� aw��_ E. >inecr Rep -es mtau've '^'neer R�preseatatis:e L:staller d'� C Lic.m. Date: 3 cj Desi<`-, En2;neer- Com' n I Date _ 4 " 'Y ��IF-AL LTJ RU (}F TN VttN OF () LU C Z o Z 0 .0 E w 0o` LU � P I N ?>± Q W ro ar = O o Z > ,v 0 V LU a. b Z�; z Q V) cri Z O cri _ a LLI 0\ y w o Q 0 LL Z Q b0 Q N U O s ♦/ L '- Q N 0 O Z O o c °' 3 U 0 o 0 3 = 3 Q o 0 N O �, N I— L, N b E A i NORTIy L F w A o 44 # sACHUSEt� Town of North Andover, Massachusetts BOARD OF HEALTH A �.l'),3 19 0 Form No. 2 ■ DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No. Site Location_ 3 (,, o Reference Plans and Specs. E R DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. Feeli11 CHAIRMAN, BOARD OF HEALTH Site System Permit No. 16 It FORM 11 - SOIL EVALUATOR FOR>t1 Page Iof3 No. Date:_ .�011`1 Commonwealth of Massachusetts N n Via' D� ✓�� , Massachusetts Soil Suitability Assessment for On-site Sewage Diynnyal Performed By: �oS�Pf �- ._17�u�.4-T`'1� �- Date: Witnessed By:O ............ I .................... . Lozzooft Address or 3 Psi -r -7-D N Lam, . lac �ew* Construction ❑ Repair �( o.,-% Name. Addras. and TekPh0q%/ vluce Review Published Soil SurveyAvailable: No ❑ Yes Year Published )1'9 / Publication Scale i/U Soil Map Unite Drainage Class 74 Soil Limitations ..................................... Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit)................................................................................................................................................. Landform Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes ❑ Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No 9Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) .................................. ...._........................................................ Current Water Resource Conditions (USGS): Month Range :Above Normal ❑Normal ,Below Normal ❑ Other References Reviewed: kiDFP AFMOVFD FORM - 12/07/9S A FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. ?j On-site Review Deep Hole Number %�'/ Date: I /-9 —�V Time: g ,4 ,r All Weather *6_ b Location (identify on site plan) Land Use Aj Slope (%) Z Surface Stones Vegetation 6- KA �5; t Landform O v -r. -c-0 4 Position on landscape (sketch on the back) Distances from: Open Water Body -7/00 feet Possible Wet Area :;7 10d feet Drinking Water Well feet Drainage way feet Property Line 60-f- feet Other DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Surface (Inches) Soil Texture Soil Color (USDA] (Munsell) Soil Mottling Other .Structure, Stones. Boulders. Consistency, % Gravel) y�312 —� 6!P -- C, 5.4 A) 19 C, ia6 �2 rl �,4ND Z,yY4 MINIMUM OF 2 HOLES REQUIRE15 AT-17VERY PROPOsED DISPOSAL AREA Parent Material (geologicl (7(�T"l d Gi Oepttx Zedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: 6 ;?-- DEP DFP APPROVED FORM - 1210719S i FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address 'or Lot No. 36,- PW-MOAv /-A,2 , Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole . ❑ Depth weeping from side of observation hole Q Depth to soil mottles 62 inches ❑ Ground water adjustment ................ feet Index Well Number .... Adjustment factor ........... Reading Date ................. inches inches Index well level ..... Adjusted ground water level ..................................... Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in al) areas observed throughout the area proposed for the soil absorption system? Y�5 If not, what is the depth of naturally occurring pervious material? Certification I certify that on 4qq (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature a� Date 11-1--9P4- DFP APPROVED FORA1- 12/07/95 - , t FORM 12 - PERCOLATION TEST Location Address or Lot No. tj6 /N - COMMONWEALTH OF MASSACHUSETTS lva, D0 vi:*iC , Massachusetts Percolation Test` Date: Time: id 1, 41 Observation Hole # / Depth of Perc , 30 Start Pre-soak End Pre-soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min. /inch -z 2 * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed 2 Site Failed ❑ .........................................................................................................................................._.. ...... Performed By: PW Tf- 6r4Lu,�-1�,� Witnessed By: 5 j_ �a P_,® Comments: :.:_ :...:.._ ,.....:.. . DEP APPROVED FORM - 12109/9S DATE. LOCATION: d' IGG ENGINEER: B 0 H WITNESS: ,�CiUO�L PEIRC 0LaITI0N TEST r G SOTT OM DEPTH Or Pc -RC TEST: TIME OF SOAK: ��- gid, (AL leas minutes Icnc) TIME AT !Z' TIME AT c" .l TIME AT `✓" CVE ,NIGH T SGAK TliviE S T A.RTED. NEXT DAY SGh.._ T 11vI E , T 1 %" TIME i^ -J ~" T 1NIE AT (..Ai 'lees; r lnuies) SEWAGE PUMP STATION DESIGN COMPUTATIONS single family dwelling 36 Patton Lane North Andover, MA OWNER & APPLICANT Rex Pajela 36 Patton Lane North Andover, MA nATF• i i h R/9R PUMP.XLS e DESIGN DATA: PUMP: DESIGN FLOW 440 Gal/Day SOIL CLASS 1 PERC RATE 2 Min/inch FORCE MAIN DIA. 2" SDR 21 PVC HAZEN-WILLIAMS COEFF. 150 MANUFACTURER: PEABODY-BARNES MODEL #: SE -411 HORSEPOWER: PUMP CHAMBER: STORAGE PRIMARY RESERVE VOL. IN PIPE RUN TOTAL DIMENSIONS LENGTH* WIDTH* DEPTH* ELEVATIONS INLET INVERT . SUMP OFF ON ALARM STATIC HEAD: L,4T6 ALL. V. PUMP OFF ELEV. TOTAL STATIC HEAD PUMP.XLS 110.0 gallons 440.0 gallons 0.0 gallons 550.0 gallons 7.50 4.50 4.25 *INSIDE DIMENSIONS 0.4 4 - I10 6'A -L- CYcLc-s1NY, 97.50 9325 94.00 94.44 95.76 (44o Gk LS, 98.80 FT 94.00 FT 4.80 FT EQUIVALENT LENGTH: FRICTION LOSSES IN PUMP CHAMBER: 1 2 -DIA 900 BEND 5.0 FT 0 2"DIA 450 BEND 0.0 FT 1 2"DIA CHECK VALVE 14.0 FT 1 2"DIA GATE VALVE 1.2 FT TOTAL LOSS 20.2 FT a 1 21.0 _F7 LENGTH OF RUN 20.0 FRICTION LOSSES IN PIPE RUN: 2 2 -DIA 900 BEND 10.0 FT 0 2 -DIA 459 BEND 0.0 FT 0 2"DIA 22.50 BEND 0.0 FT 1 2"DIA TEE 12.0 FT 20 LENGTH OF RUN 20.0 FT MISC. PIPE 2•0_ FT TOTAL LOSS 44.0 FT 4.8 5.79 44.0 FT 3.2 2.03 TOTAL EQUIV. LENGTH: 1 65 FT SYSTEM CURVE: 6:�� �,4c#-g�q FROM ATTACHED PUMP CURVE: po 5► �- 44 gpm @ 21 TDH - '7� TIME ON: 2.5 minutes cA PUMP.XLS HF/100 HF Hs LDH PS FT FT FTFT FV 1.8 0.72 0.47 4.8 5.27 2.31.09 0.71 4.8 5.51 2.7 1.52 099 4.8 5.79 3.2 2.03 1.32 4.8 6.12 40 3.6 2.59 1.69 4.8 6.49 50 4.5 3.92 2.55 4.8 7.35 60 5.4 5.50 3.57 4,8 8.37 70 -3-7.32 4.75 4.8 9.55 80 7.2 9.37 6.09 4.8 10.89 90 8.1 11.65 7.57 4.8 12.37 FROM ATTACHED PUMP CURVE: po 5► �- 44 gpm @ 21 TDH - '7� TIME ON: 2.5 minutes cA PUMP.XLS H H U ^MNcOC7M�1fC�fD<tMN = McprCACAr1nNrN+A � pe -CO etmCArQ'1�000 T t .r�rrre-NNNMM cl CO J _ O O O O O O b O O b 0 � 00 ad 00 Wo0 OO M M 00 00 00 O FwOM 90 � P.:r:r tZ r r.: r,.: J gLL r CO J st0CAOMcn N N NcbO�MOON�r'Or` �t Z 0 J Ncq'tco0OCNV I�C-N `�' a-rrrrN g 0 z� ow z �� d ��el r W �N H Ug O �cMO.����IMN�O W g0do It a lel. �C6L(i M-OrNNNcM7M m wJvo 0 2 � V N w a... w W V O�c H =��NNM�cMOP�►ObON W 000 - to N U OD�ooci00000000 z0 N U. 0 Li W Pzr a �z t- N LL 2 0, NNvi-4 L(ic6r- C6A 0 Z 0 .morn oo m J t�1o�891ODr rnti�MOQ0 ZTNti0N .OQGV- V- N O(ODMO��CNN�MOOD0It OU N N O C6 4,j W go OI�PI�LONODNAtC�)LON R LL. O r- W5 M M ch 't OD CA LL T OrNCVc'Oui(OP:06a; N G U) W CO) J ^ OP�MOI�MOr-M Z- C' w F�NO(t) Rcpv)OCDM w m WOa p.-MtntC 00T—M U. Q � = F- (�mMrY- re-rrNNN N \i �QJJQ _3 a Z W ^ 00 O W ¢w9p3: J0OU LLSM 0000000050 ui WgF ObZF5Z Z0Q>N ZLj NNMM��au`�icOpc`�Da �- pXgNz�z_3 ON>�a in wowz-j ZZW< Ill J ZWOp�0Q @��Wj�_ ^00000000000 'j=WOpWWWwwO� w��0000g000000 i.^OU � mLLLLmVULL<LW �"Z �O SNNCOMM��LOMmm� tw Q a p 0 0 ~� p gJz22ZLLIL00 Mm BARNES®SUBMERSIBLE NON -CLOG PUMPS Series: SE, Manual & Automatic 1-1/2" Spherical Solids Handling SEA HP 1750 RPM ((S E41 1 SE421) THE BELOW LISTINGS ARE FOR SE411, SE411A & SE421 ONLY. ca® Canadian Standards Association File No. LR16567 UL Underwriters Laboratories Inc. File No. E142177 Description: SUBMERSIBLE NON -CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS. Sample Specifications: Section 1 Pages 13-14. LCRANE PUMPS & SYSTEMS Barnes Pumps, Inc. Distributor Sales & Service Dept. 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Ph: (513) 773-2442 Fax: (513) 773-2238 Specifications DISCHARGE: LIQUID TEMPERATURE: VOLUTE: MOTOR HOUSING: SEAL PLATE: IMPELLER: Design: Material SHAFT: SQUARE RINGS: HARDWARE: PAINT: SEAL: Design: Material. CABLE ENTRY: SPEED: UPPER BEARING: Design: Lubrication: Load: LOWER BEARING: Design: Lubrication: Load: MOTOR: Design: Insulation SINGLE PHASE: FLOAT: OPTIONAL EQUIPMENT: Barnes Pumps, Inc. Bid -To -Spec 8 Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (4 19) 774-1530 SECTION 1A PAGE 1 DATE 5/94 REPLACES 7/93 2" NPT, Vertical 104° F Continuous. Cast Iron, ASTM A-48 Class 30. Cast Iron ASTM A-48, Class 30. Cast Iron ASTM A-48 Class 30. 2 Vane, Open, With Pump Out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Zytel 70G43 Nylon, Glass Filled. 416 Stainless Steel. Buna-N 300 Series Stainless Steel. Air Dry Enamel. Single Mechanical, Oil -Filled Reservoir, Secondary Exclusion Seal. Rotating Face - Carbon Stationary Face - Ceramic Elastomer - Buna-N Hardware - 300 Series Stainless 15 ft. Cord w/Plug On 115 and 230 Volt, Pressure Grommet For Sealing And Strain Relief. 1750 RPM (Nominal). Sleeve Oil Radial Single Row, Ball Oil Radial & Thrust NEMA L Torque Curve. Completely Oil -Filled, Squirrel Cage Induction. Class A. Permanent Split Capacitor (PSC). Includes Overload Protection In Motor. Automatic Models. Wide Angle, Polypropylene, 15ft. Cable. SE411A & SE421 A, Float w/Plug Attached To Discharge Piping, SE411AU & SE421AU Float Attached To Pump. ON and OFF Points are Adjustable. Seal Material, Additional Cable and Cast Iron Impeller. MEMBER SECTION 1A PAGE 2 DATE 5/94 REPLACES 7/93 SE41 & 421A X11 SE421 (Less Float) 120° Pumping %9.00 Differential I I 16.00 0 3.86 I 0 7.72 0 4.00 SE411AU & 421AU 120° 9.00 Pumping Differential r 16.00 4.00 MODEL PART HP VOLT PH RPM NEMA NO. NO. (Nom) CODE SE411 SE411A SE411AU SE421 SE421A SE421AU FULL LOCKED LOAD ROTOR AMPS AMPS 2 CORD CORD CORD SIZE TYPE OD utit37ul 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 082215 0.4 115 1 SJTOW-A 093193 0.4 115 1 SJTOW-A 082089 0.4 230 1 SJTOW-A 093194 0.4 230 1 SJTOW-A 093195 0.4 230 1 SJTOW-A 1750 1750 1750 1750 1750 A A A 10.0 10.0 5.0 5.0 5.0 19.0 19.0 9.5 9.5 9.5 14/3 14/3 14/3 14/3 14/3 mercury awltcn on SE411A & Mechanical on SE421A, Cable 16/2, SJOW-A, 0.320 O.D., Piggy -Back Plug. Mechanical Switch (SE411AU & SE421AU), Cable 14/2, SJOOW-A (UL), SJOW (CSA), 0.370 O.D. IMPORTANTI I.) �T USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS. 2.) THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION It. 3.) THIS PUMP IS NDI APPROVED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER INSTALLATIONS,DECORATIVE FOUNTAINS OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING. 4.) PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. 0.390 0.390 0.390 0.390 0.390 0.390 CRANE PUMPS a� SYSTEMS Games Pumps, Inc. Games Pumps, Inc. Distributor Safes &Service Dept. Bid -To -Spec 8 Project Sales 420 Third Street/P.O. Box 603 1485 Lexington Ave. Piqua, Ohio 45356-0603 Mansfield, Ohio r- 44907-2674 Ph: (513) 773-2442 Ph: (419) 774-1511 Fax: (513) 773-2238 Fax: (419) 774-1530 r- -�' I/'"ir.l I II .i7/ I I . A A. NOHOW .w i. MEMBER BARNES ®MERCURY LEVEL CONTROLS Pipe Mounted & Suspended Pipe Mounted: P/N's: 073613, 073615 & 073617 Suspend P/N's: 073612 73614 & 16 S CIP® CRANE PUMPS & SYSTEMS Barnes Pumps, Inc Distributor Sales & Service Dept 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Ph (513)773-2442 Fax: (513) 773.2238 Specifications: CABLE: Material: Size: HOUSING: Material: Color. CLAMP: WEIGHT: TEMPERATURE RATING: SWITCH: SWITCH RATING: Description: SECTION 6C PAGE 47 DATE 7/93 REPLACES 7/92 18-2 SJO W -A, 41 Strand x #34, 90°C .29 Dia. x (See Chart for Length) Polypropylene _ Normally Open - Blue Normally Closed - Red Adustable 1"-3" Stainless Steel with Polypropylene Saddle. (Models 073613, 073615 and 073617) Suspended, 2.25" Sph. lead weight with Adjustable stainless steel fittings (Models 073612, 073.614 and 073616) 60°C Mercury, Narrow Angle, Horizontal 4.5A @ 115VAC RES 2.25A @ 230VAC RES The Mercury Level Controls are available in either a pipe mounted or suspended configuration with 25 to 200 feet of cable on P/N's 073612, 073613, 073614 & 073615; P/N 073616' with 15 feet '(use 073612, for longer lengths). P/N 073617 with 15 & 20 feet. They are pilot duty devices which control the function of motor load devices, such as contactors, motor starters, and power relays, to automatically cycle a pump or pumps. They can also be used for alarm signaling devices. Two Mercury Level Controls for a one pump operation; three for a two pump operation. If an alarm device is used, add another Level Control. LEVEL CONTROL SELECTION CHART Control Number Cord Length Type Installation Contacts 073612 25 to 200Ft. Suspended Open 073613 25 to 200Ft. Pipe Mounted Open 073614 25 to 200Ft. Suspended Closed 073615 25 to 200Ft. Pipe Mounted Closed 073616 '15Ft. Suspended Open 073617 15 & 20Ft. Pipe Mounted Open State cord length at time of ordering Barnes Pumps, Inc. Bid -To -Spec & Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 SECTION 6C PAGE 48 DATE 7/93 REPLACES 7/92 aAFM PM 4.50 TYPICAL SIMPLEX WIRING SCHEMATIC L1 OL-1-�� ON n L2 OFF STARTER _ COIL AUXILIARY CONTACT TO MOTOR TYPICAL ALARM WIRING SCHEMATIC L1 120V 60HZ N 1 F — — SILENCE 3 E2 L_�J 1 ALARM CONTACT\ ALARM LIGH (MINI -FLOAT) i %R R1 AUDIBLE 2 TYPICAL PIPE MOUNTED INSTALLATION: PUMPS & SYSTEMS General Comments: MOUNTING OR 1. Never work in the sump with the power on. DISCHARGE PIPE 2. Attach the Level Controls to the mounting pipe or Distributor Sales & Service Dept. the pump discharge pipe. The "off' float should be below the "on" float in a "pump out" application. 1485 Lexington Ave. 3. Arrange the Level Controls so they do not tangle Piqua, Ohio 45356-0603 or hang up. 4. Insert the hose clamp through the two slots in Ph: (419) 774-1511 the pipe/cable clamp, circle the discharge pipe "ON" FLOAT with the hose clamp, feed the end of the hose clamp through the screw and tighten. 5. Measuring the difference between mounting points given the "pump down" differential. DIFFERENTIAL Important Notes -Mercury Level Controls are pilot duty devices. They cannot be used to directly power A E LVE pump motors. Also, do not use Mercury Level Controls in gasoline or other combustibles. Mercury level control are compatible with intrinsically safe "OFF" FLOAT relays. CRANE I PUMPS & SYSTEMS Barnes Pumps, Inc. Barnes Pumps, Inc. Distributor Sales & Service Dept. Bid -To -Spec & Project Sales 420 Third Street/P.O. Box 603 1485 Lexington Ave. Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674 Ph: (513) 773-2442 Ph: (419) 774-1511 Fax: (513) 773-2238 Fax: (419) 774-1530 BARNES®ALARMS Wall Mounted P/N: 061486 FOR INDOOR USE ONLY. P/N:61487 FOR INDOOR USE ONLY. CRANE PUMPS & SYSTEMS Barnes Pumps, Inc Distributor Sales & Service Dept. 420 Third Street/P.O. Box 603 Piqua, Ohio 45356-0603 Ph: (513) 773-2442 Fax: (513) 773-2238 SECTION 6A PAGE 43 DATE 7/93 REPLACES 10/85 Specifications: 061486 High Water Alarm includes stainless steel wall plate with red jewel light and one mercury level control with 10 ft. of 18/2 cord. - 2.75 I 3.81 O 4.25 2 HOLES FOR 6-32 x 1/4 SCREWS 061487 High Water Alarm (Solid State) includes stainless steel wall plate, audible and visual alarm with silencer button and one mercury level control with 10 ft. of 18/2 cord. 4.56 . I I I 3.28 0 M 4.50 © ®- Barnes Pumps, Inc. Bid -To -Spec & Project Sales 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 1.81 ulu , �i ►IIt�H CIiU1�1"lM4 uY1St5�. i� -//-R,!r k -J/ N' . a FT � SBD:+TQ_.510i.-tIN4=� �p. ��_ID u :I't0',} TD ST�ii1�"� ��o o G� /• .SEP fic ,�•�NX