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HomeMy WebLinkAboutCorrespondence - 206 FOREST STREET 4/27/2004 ON .......... Cn U)to m -1 -1 Co o 0 0 "" �0. U CD 5 m .? = cu c, m V CD ti Uj CD (FQ 060 R, .............. w CD C) CD W w 0 CD t:C FL Cl p 0 OQ CD 0 0 K po 0 U) M " — R. C> a rn 02, A I CD CD UQ C, PV 0 9 C2. m Cc, cn go (,D, CD 0 0 IOD 0 8 0 CD 11 - g 00 0 �� I L no roc 0 CD 0 0 co CD. 0 N, o *41 Cl) CD ro a. r LV 4 CD W 1 0 n ti 1�1 Cl 0 0 a 0 C) CD 0 --——----------------- C> o Q1 m 0 ITI > 0 5 0 w Rl" > CD a 6 W 0 V o* Fl- a 0 n 0 C4 0 0 CL C) ? t-11 CD tj g CD 0 w AQ rn 0 00 -41 LA DEC-11-2003 12 : 16 PM JOSEPH J. SERWATKA 1 978 683 6595 P. 01 Joseph J. Serwatka,P.E. Post ofriice Box 1016 North Andover, MA 01845 (978)683-6595 December 10, 2003 Mr. Brian LaCrasse,Health Inspector North Andover Board of Health 27 Charles Street North Andover,MA 01845 Re: 206 Forest Street Dear Mr.LaGrasse: Pursuant to our telephone conversation, this letter is sent to state that, in my opinion, the grading over and around the septic system installed at 206 Forest Street meets the requirements of Title 5 relative to 15' to a 3:1 slope. As I mentioned,the slope will have to be stabilized, the additions need to be built, and then a certificate of compliance will be requested from the Conservation Commission. The Commission's agent, I am sure,will be conducting site inspections to ensure the proper stabilization of the slope. Until that time,I would recommend that all erosion controls remain in place. Should you have any questions concerning this letter,please contact me. Sin , eph 3. erwatka,P.E. Page 1 of 1 DelleChieie, Pamela From: Lagrasse, Brian Sent: Thursday, December 04, 2003 3:22 PM To: DelleChiaie, Pamela Subject: RE: 206 Forest Street reed the installer to sign ceilification forin and i need a letter frorn serwatke sating that the final grade was constructed as proposed. spoke to dorIg and he will call joe and rnike to let them know what they need to do. -----Original Message----- From: DelleEhiaie, Pamela Sent: Wednesday, December 03, 2003 2:46 PM To: Lagrasse, Brian Subject: 206 Forest Street 12/3/03 -Doug Beach, h/o called re: status of paperwork received, and whether he needs a final grade inspection. Please call him at 978.686.6121. File and paperwork are on your desk. 12/4/2003 TOWN OF NORTH ANDOVER Of?T#I Office of COMMUNITY DEVELOPMENT AND SERVICES 0 HEALTH DEPARTMENT f �1 I 27 CHARLES STREET 4 NORTH ANDOVER, MASSACHUSETTS 01845 Heidi Griffin 978.688.9540-Plione Acting Health Director 978.688.9542 FAX ........... September 26, 2003 Mr. Joe Serwatka P.O. Box 1016 North Andover, MA 01845 Dear Mr. Serwatka: Please note that 206 Forest Street received a Final Grade Inspection today, Upon inspection, it was rioted that the following items need to be followed up on before a Certificate of Compliance can be issued: • Complete an Installation Certification form with all the required signatures • Submit a series of pump calculations, specifications of the pump installed, and a pump curve for review by the office • Fix Erosion • Letter from you regarding that all the grades are okay and meet all requirements As soon as all the necessary paperwork is submitted a Certificate of Compliance will be issued. Sincerely, Brian LaGrasse Health Inspector /pd TOWN OF NORTH ANDOVER - 0 41L0° i6 �O Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET �1 aORarEn nva`� NORTH ANDOVER, MASSACHUSETTS 01845 9ssgcyus�`� Heidi Griffin 978.688.9540—Phone Acting Health Director 978.688.9542—FAX September 16, 2003 Joseph Serwatka P.O. Box 1016 North Andover,MA 01845 RE: 206 Forest Street Dear Mr. Serwatka: Please be advised that during the construction inspection for the septic system you designed that it was noted that no pump had been specified as part of the system design. Apparently the contractor spoke with you and with a pump sales company and then selected a pump for the system. Prior to issuance of a Certificate of Compliance, please provide a series of pump calculations, specifications of the pump installed, and a pump curve for review by the office. Thank you very much for your anticipated cooperation. Sincerely, �r L asse Health Inspector Cc: Homeowner ,.File Chrono ___ 'She atoms����® __— WO O SUMS 4V III 1PPTS$ ALL ut CdC To 6 N14 jqll:� FOR RESERVATIONS DIAL 000-325-3535 IN U.S.A.AND CANAD Page I of I Pamela DelleChiaie From: "Dan Oftenheimer"<info@miIIriverconsuIting.com> To: <blagrasse@townofnorthandover.com>; <pdellechiaie@townofnorthandover.com> Sent: Monday, September 08, 2003 9:40 AM Attach: Forest Street#206, Bottom of Bed Inspection.pdf Subject: 206 Forest Street Brian and Parn, Aftacl,)ed are results of bottorn of bed inspection at 206 1 orest Street, Everything looked good. They k­iad the septic tank and pua,ip charnber installed 'too so I check-ed or) t�'iern. Dan Mill River Consulting Septic System Management Set-vices 5 Blackburn (-'enter C�Ioucester, MA 0 1930-2259 978--282-.0014 or 1--800-377 3044 info@ millriverconsulf 1 ngcorn 9/8/2003 cult 1 East River Place inc. MWiuen, Massachusetts 01844 I-el. (978) 687-3828 Fax(978) 686-5100 August 26, 2003 Town of North Andover Board of Health 27 Charles Street North Andover, MA 01845 Re: Town Map 150 D, Town Lot 39 (Lot A) " : " "I i (,""Town Map 150 D, Town Lot 71 (Lot D) Vo­i*iest St.,North Andover,Mass. Dear Members of the Board: This office conducted percolation tests and test pits on the above referenced lots on April 7, 1999. We prepared plans for sewage disposal systems in April of 1999 and after review by Port Engineering, your consultant, we revised the plans on May 12, 1999. Your office issued design approvals on May 20, 1999 for Lot 'A' and May 27, 1999 for Lot 'C'. On behalf of our client, Forest Glen Development, Inc., we request the Board of Health re- issue design approvals for these lots. I have inspected the sites and no work has occurred on site that would change the soil characteristics. It is my opinion that additional testing on the lots would only further disturb the parent soil in the area of the absorption trenches. I will attend your meeting on August 28, 2003 to answer any questions you might have. Sincerely, ANDOVER CONSULTANTS INC. William S. MacLeod, P.E., P.L.S. President WSM/bsn C/MyDoc/TomioNA Civil Engineers Land Surveyors Land Planners RIANCOCK-----.---.------------..---------------- Engineering Asso i ; 235 Newbury Street Danvers,MA 01923 (978)777-3050 Fax (978)774-7516 Bolton, MA (978)779-6767 Boston,MA (617)350-7906 #6787 May 5, 2003 North Andover Board of Health Community Development 27 Charles Street North Andover, MA 01845 Attn: Ms. Sandra Starr Re: Lots 2 & 3 Forest Street Extension (formerly Lot A Forest Street Extension) North Andover, MA Dear Ms. Starr: On behalf of our client, Mr. Scott Roth, I respectfully request that the results of deep observation holes performed at his property (Assessors Map 105B, Lot 2) be extended for at least an additional two years. These soil tests were performed on May 1, 2000, July 26, 2000, and August 30, 2001. They were performed by myself and witnessed by Carlton Brown of Port Engineering on the first two days and by John Noonan of Noonan and McDowell on the latter day. believe you will agree that the soil logs are sufficiently comprehensive as to not require additional testing. The site has not been altered in the area of the performed soil tests. Therefore, these soil tests still meet the purpose of section 7.02 of the Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage being that the character of the soil, the seasonal high ground water elevation and the depth to bedrock would not have changed. After the soil testing process was completed Mr. Roth had the property divided into three lots (including the existing dwelling in Boxford), which required approvals from the North Andover and Boxford Planning Boards as well as the Boxford Board of Health, Now Mr. Roth is in the process of selling the two lots on which these tests were ,, Division of Hancock Survey Associates,Inc. North Andover Board of Health May 5, 2003 Page two conducted and subsurface sewage disposal systems will need to be designed in the near future. Extending the results of these tests an additional two years will set the expiration date for May 1, 2004, which should give Mr. Roth and any potential buyers adequate time to have systems designed. I have enclosed a concept sketch of where soil absorption systems would fit within the confines of the performed soil tests. Should you have any questions regarding this matter, please do not hesitate to contact me. Sincerely, HANCOCK ENGINEERING ASSOCIATES <"C"', Uarles R Ogden, Project Engineer CC: Project File #6787 , I 25 Bridge Street, Suite 6, Billerica, MA 01821-1023 Voice (978) 667-9736 Fax (978) 671-9565 Email: ljjj z@�yv rs nt.net October 16, 2002 Town of North Andover P �� Office of the Health Department Community Development and Services Division 27 Charles Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan.Review, 1770/068B 206 Forest Street Assessors Map 106A, Lot 107 Dear Members of the Board, Please be advised that Noonan& McDowell, Inc. has reviewed the plan dated May 17, 2002 and revised: 7/31/02, by: Joseph J. Serwatica. It is our opinion that the proposed design will meet the requirements of Title 5 and the North Andover Board of Health`By-Laws" if the following is addressed: 1. Revise bottom of stone in leaching field to highest ground grade offset to water table: 161.5. 2. For design given, provide flow rate a first orifice and last orifice in same lateral. This should be equal or less than 10% of flow. Respectfully, . ..... John L. Noonan, P.L.S.-P.E. G:office/forms/tonarev/bah/1770-068b Land Surveyors Civil Engineers Environmental Planners DOWEL L, INC. 25 Bridge Street, Suite 6, Billerica, NIA 018211023 Voice (978) 667-9736 Fax (978) 671-9565 Email: nm@netway.com Date . ��(�`�" , . Town of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan Review, 1770/Assessors MapsV ew� , Lot �7 Dear Members of the Board, Please be advised that Noonan &McDowell,Inc. has reviewed the plan dated It is our opinion that the proposed design will meet the requirements of Title 5 and the North Andover Board of Health `By-Laws" if the following is addressed: P. m � " y A W 5w .. w 6 .. # . 2'.) �iP . a ,� �5' ,r a,, N'a' "-..�� �,,, �` �`"w" .��r�,�+f. �w�mv',r m�'.,y'D'� �°�^' •�"�` '� � �.�r+. .w... . ,..,. ,; M" ,..,.. ;e .v Respectfully, John L. Noonan, P.L.S.-P.E. G:office/forms/tonarev Land Surveyors Civil Engineers Environmental Planners Joseph J. Serwatka, P.E. 31 Kendrick Street Lawrence, MA 01841 (978) 683-6595 July 31, 2002 Mr. John L. Noonan, P.L.S., P.E. Noonan&McDowell, Inc. 25 Bridge Street, Suite 6 Billerica,MA 01821-1023 Re: 206 Forest Street Revised Septic Plan Dear John: I am in receipt of your June 26, 2002 review letter. Unfortunately, the Town forgot to send me a copy until I called them today. Anyway, I have revised the plan and calculations per your comments. It appears from your comments that you did not receive the original set of pump calcs and specs. I have revised the plans as follows: 1. The variance request is now on the plan. 2. A note is on the plan regarding water supplies and wells. 3. All gravity piping is listed as SCH 40. 4. The field has been raised to be 4' above groundwater at the highest ground elevation. 5. The notation has been added regarding joints. 6. Pipe type and slope is shown to pump chamber. 7. Gas baffle is now specified. 8. Notation for 12"max. distance has been added to tees. 9. Notation for risers has been added. 10. Notation for max. depth on tank has been added.. 11. Alarm float has been lowered. 12. Pump control catalog cut has been added to the pump specs. 13. Alarm spec has been added to the specs. 14. Pump curve has been added. 15. Manual switch for pump has been specified. 16. Max. depth on pump chamber has been added. 17. Note 13 has been revised. 18. The flow rate in all orifices is the same. This is evidenced by equal head at each lateral during testing and my own observations. 19. Orifices have been revised to 5 & 7 O'clock, 20. Note has been added regarding forcemain into manifold. 21. Note has been added to waterline. Should you have any questions concerning this letter, please contact me. Sincerely, , Jo ph J. Serwatka, P.E. SEWAGE PUMP STATION DESIGN COMPUTATIONS 206 Forest Street North Andover, MA. OWNER & APPLICANT Beach 206 Forest Street North Andover, MA DATE: 5/17/02 ,4 'p --7/ 0 Z, y a PUMP.XLS DESIGN DATA: DESIGN FLOW 440 Gal/Day SOIL CLASS 1 PERC RATE 5 Min/Inch FORCE MAIN DIA. 2" SDR 21 PVC HAZEN-WILLIAMS COEFF. 150 PUMP: MANUFACTURER: PEABODY-BARNES MODEL #: SE-411 HORSEPOWER: 0.4 PUMP CHAMBER: STORAGE PRIMARY 110.0 gallons RESERVE 440.0 gallons VOL. IN PIPE RUN 0.0 gallons TOTAL 550.0 gallons DIMENSIONS LENGTH* 7.50 WIDTH* 4,5D DEPTH* 4.25 *INSIDE DIMENSIONS ELEVATIONS INLET INVERT 161.70 SUMP 157.45 OFF 158.20 ON 158.64 ALARM 159.96 STATIC HEAD: LATERAL ELEV. 165.60 FT PUMP OFF ELEV_ 158.20 FT TOTAL STATIC HEAD 7.40 FT PUMP.XLS 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 b 1 21.0 FT FRICTION LOSSES IN PIPE RUN: 3 2"DIA 900 BEND 15.0 FT 0 2"DIA 450 BEND 0.0 FT 0 2"DIA 22.50 BEND 0.0 FT 1 2"DIA TEE 12.0 FT 35 LENGTH OF RUN 35.0 FT MISC. PIPE 3.5 FT TOTAL LOSS 65.5 FT b 1 66.0 FT TOTAL EQUIV. LENGTH: 87 FT SYSTEM CURVE: Q V HF/100 HF Hs TDH GPM FPS FT FT FT FT 20 1.8 0.72 0.63 7.4 8.03 25 2.3 1.09 0.95 7.4 8.35 30 2.7 1.52 1.33 7.4 8.73 35 3.2 2.03 1.76 7.4 9.16 40 3.6 2.59 2.26 7.4 9.66 50 4.5 3.92 3.41 7.4 10.81 60 5.4 5.50 4.78 7.4 12.18 70 6.3 7.32 6.36 7.4 13.76 80 7.2 9.37 8.15 7.4 15.55 90 8.1 11.65 10.14 7.4 17.54 FROM ATTACHED PUMP CURVE: 87 gpm @ 12 TDH TIME ON: 1.3 minutes PUMP.XLS U Q ^ d M (0 v CO N r M 00 1- 00 zX O r-- O ti 0 M M dt r O O ® r NM4toti000N 46 } _ 0 J O I- () Nd d d: V: d std ct �t ® iw- -1 0 N � O = 0 0 0 0 0 0 0 0 0 0 0 LL J J v r (n J r r r r r r r r r r r U. LU w. LO M t0 V ti to 00 (fl 00 t0 (0 W N (� 2 � O 7 LQ O� " : 0A UO 7 00 to ® O J �°' OCOrrrNN0 .t .;t U) Z JQ J O Z z Q 0w H 0 w U _ ~ ^ Vern H g ° oov o0 (o (DmNmm Q (L r II = r0 M 4 (0 w r M o m M o o W �N O = 0 0 0 0 r e- r �- N N M 0. 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Q _ � otnotO0LO0LOOtO0 m � Z w d Q � 0Nto1- 0 C%4 LO W W O d 0 NtOIfo (oicitOCflr�(Y- W J (DtO (olzao w U w W r r r r r r w -1 w U w U- > W cn � oQ zw o J J Q LLLI Qw p 0wF- aZ00 o ?: - ao0oCD oaoa0a � 2 w 0 O Q O - U W O 0 0 0 0 0 0 0 0 0 0 0 V) WQJ1- O (9QZW ZEs Q > � ZW C9NN ° Md' Zr toO0 00r-- t/1 ZagZ � LL ZZN � WJWJ wOpoOQ ¢ p ( WWLL - � 0 0 � � � = N0 000000009P W OO W W W99OZ p a 000000 0 00 00 L NNm04 0Lo , r hZ � ZZ2 W WR 0E- � MN } U- � t00 CL iz22zU- LL U BARNESOSUBMERSIBLE NON-CLOG PUMPS SECTION 1A Series: SE, Manual & Automatic PAGE 1 DATE 5/94 1 ®1/ Spherical Solids Handling REPLACES 7/93 Specifications DISCHARGE: 2" NPT, Vertical LIQUID TEMPERATURE: 104° F Continuous. VOLUTE: Cast Iron, ASTM A-48 Class 30. MOTOR HOUSING: Cast Iron ASTM A-48, Class 30. SEAL PLATE: Cast Iron ASTM A-48 Class 30. _ IMPELLER: Design: 2 Vane, Open, With Pump Out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Material: Zytel 70G43 Nylon, Glass Filled. SHAFT: 416 Stainless Steel SQUARE RINGS: Buna-N HARDWARE: 300 Series Stainless Steel PAINT: Air Dry Enamel. SEAL: Design: Single Mechanical, Oil-Filled Reservoir, Secondary Exclusion Seal Material: Rotating Face-Carbon Stationary Face-Ceramic Elastomer-Buna-N Hardware-300 Series Stainless CABLE ENTRY: 15 ft. Cord w/Plug On 115 and 230 Volt, Pressure Grommet For Sealing And Strain Relief. Series: SEA HP 1750 RPM SPEED: 1750 RPM (Nominal). (SE411 SE421) UPPER BEARING: Design: Sleeve Lubrication: Oil Load: Radial LOWER BEARING: THE BELOW LISTINGS ARE FOR Design: Single Row, Ball SE411, SE411A & SE421 ONLY. Lubrication: Oil Load: Radial&Thrust Sp0 Canadian Standards Association MOTOR: File No. LR16567 Design: NEMA L Torque Curve. Completely Oil-Filled, Squirrel Cage Induction. UL Underwriters Laboratories Inc.® Insulation: Class A, SINGLE PHASE: Permanent Split Capacitor(PSC). File No. E142177 Includes Overload Protection In Motor. Description: FLOAT: Automatic Models. Wide Angle, Polypropylene, 15ft. Cable. SUBMERSIBLE NON-CLOG SEWAGE SE411A& SE421A, Float w/Plug PUMP DESIGNED FOR TYPICAL RAW Attached To Discharge Piping, SEWAGE APPLICATIONS. SE411AU &SE421AU Float Attached To Pump. ON and OFF Points are Sample Specifications:Section 1 Pages 13-14. Adjustable. OPTIONAL EQUIPMENT: Seal Material, Additional Cable and Cast Iron Impeller. CRANE PUMPS& SYSTEMS sv P. Barnes Pumps,Inc. Barnes Pumps,Inc. SW 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 SECTION 1A PAGE 2 DATE 5/94 REPLACES 7/93 SE411A & 421A SE411 & SE421 (Less Float) 10.75 I° 1 5.32 1.56 120° Pumping 9.00 Differential ° 16.00 0 3.86 7.72 0 4.00. SE411AU & 421AU � � 10.75 5.32 1.56 120° 9.00; Pumping Differential o 3.86 16.00 7.72 O 4.00 MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD AMPS AMPS SE411 068701 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE411A 082215 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE411AU 093193 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390 SE421 082089 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 SE421A 093194 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 SE421AU 093195 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390 Mercury Switch 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. IMPORTANT 1 1.)DO NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS. 2.)THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION II. 3.)THIS PUMP IS NQI 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. ICRAN7E 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 • MEAN!■NNE■■■■■■■■■■■��■■■■■■■■■■■■■■ STANDARD IMPELLER SIZE Pump HP Imp. Dia. ■■■■■■■■■■■■■■■■■■II■■■ ■■ ■■■■■■■� ■ ■■■■■■■■■■■e■11■■■�■■�■■■■■■■■ ■ ■■■■■■■■■■■■■IJI■MOSES■■■■■■■■■■ ■ ■■■■► ■■■■■■■■,■■■■►e■ee■■■■■■■■■■■■■■■■■■■■■■■■■e■■■■■ ■■►' ■■■■■■■■\ ■■■■■■■\\■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■NONE ►\■■■■■■■��■■■■■■■►■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■NONE ■ ► ■■■■■■■►`\■■■■■■►`\■■■�\■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0 NONE ■■MEMO■■■■■ ►\e■■■■■:\■■■■■►\■■■►\■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■►\■■■►`�■■■■►\■■\�■■■■■■■■■■■■■■■■■ ■■■■■■■e■■e■■■■■e■■■■■■■e■©■■■■■■■■■■\`\■\\■■■\�■\`w■■■■■■■■■■ J •- • -• - •- . _ • • .11TEN1100,11,11--fl, .- • . -- - • :. .� - . : - MEMBER • MAKNESOCONTROL PANELS SECTION 6A Versatrol Standard PAGE 3 �t II'npleX an Duplex DATE 7/93 REPLACES 7/90 NEMA 3R Specifications: SIMPLEX ENCLOSURE: NEMA 3R Raintight, Outdoor Mounting ° G-90 Galvanized Steel, Gray Polyester Powder Finish, Door Gasket for RAINTIGHT Outdoor use, Padlockable Draw-Pull Latches, Panel Drilled and Tapped, Machine Screw Mounted Componets. °• CIRCUIT BREAKER: For Short Circuit Protection STARTER: Electromechanical OVERLOAD RELAY: Bimetal Type, Ambient Compensated HEATER ELEMENT: Class 10 Quick Trip, One H.eater for Each Motor Phase. SWITCH: Hand-Off-Automatic, 1/2 Inch NEMA 1 LIGHT: Pump Motor Run, 1/2 Inch NEMA 1 SUB PLATE: Switch and Light Mounting TRANSFORMER: For 115 Volt Control on 3 Phase FUSE: Control Transformer Primary When Used. Meet Requirements of NEC. DUPLEX FUSE: Control Circuit, Meet Requirements of NEC. TERMINAL STRIP: Box Lugs for Customer Wiring WIRING: Color Coded to NEC Requirements; Black Power Wiring Red Numbered Control Wiring White Numbered Neutral Wiring Green Ground Wiring ALTERNATOR: For Duplex ONLY,Automatic. Available in Sizes for.5 HP to 15 HP, 115 and 230 Volt AC,1-Phase. .5HP to 200HP, 200, 230,460 and 575 Volt AC, 3- Phase. All 230 volt panels are stamped "200/230 volts" and may be used throughout this voltage range. All components are"UL" Listed. NOTES:4.5 and 7.5 horsepower single phase panels are designed for use with Barnes Pumps special single phase models,4SE4526L, 4SE4526HL, 4SE4524L, 4SE7524L&4SE7524HL. Series: Simplex & Duplex Optional Equipment Available See Pages 15 thru 20. P P Single Phase: .5HP - 15HP UL 508 Label on Request. Three Phase: .5HP - 200HP ICRAN7E 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 SECTION 6A PAGE 4 DATE 7/93 REPLACES 8/87 D r______________________� r __________� PUMPS,INC H M A Enclosure Size Mounting Dimensions Part No. HP PH Volts Wt A x B x C D x H x M 6 .5 1 115 15 14x12x6 4x16.12x15.12 065401 .5, .75 1 230 15 14x12x6 4x16.12x15.12 065402 1.0, 1.5 1 230 20 14 x 12 x 6 4 x 16.12 x 15.12 065403 1.9, 2,2.8,3,3.7 1 230 30 14 x 12 x 6 4 x 16.12 x 15.12 065404 4.5 1 230 40 20 x 16 x 6 4 x 22.31 x 21.31 065405 7.5 1 230 50 20 x 16 x 6 4 x 22.31 x 21.31 065407 .5 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065408 .75 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065409 1.0 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065410 1.5 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065411 2.0 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065412 3.0 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065413 5.0 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065414 7.5 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 065415 10.0 3 200-230 28 16 x 12 x 6 4 x 18.12 x 17.12 068009 15.0 3 200-230 29, 20 x 16.x 8 13 x 22.25 x 21.25 068010 20.0 3 200-230 34 20 x 16 x 8 13 x 22.25 x 21.25 068011 25.0 3 200-230 34 20 x 16 x 8 13 x 22.25 x 21.25 068012 30.0 3 200-230 39 24 x 20 x 8 13 x 26.25 x 25.25 068013 40.0 3 200-230 46 24 x 20 x 8 13 x 26.25 x 25.25 065422 .5 3 460 28 16 x 12 x 6 4 x 18.12 x 17.12 065423 .75 3 460 28 16 x 12 x 6 4 x 18.12 x 17.12 065424 1.0 3 460 28 16 x 12 x 6 4 x 18.12 x 17.12 065425 1.5 3 460 28 16 x 12 x 6 4 x 18.12 x 17.12 065426 2.0 3 460 28 16x12x6 4x18.12x17.12 065427 3.0 3 460 28 16x12x6 4x18.12x17.12 065428 5.0 3 460 28 16x12 x6 4x18.12x17.12 065429 7.5 3 460 28 16 x 12 x 6 4 x 18.12 x 17.12 CRANE 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 BARNESOALARMS SECTION 6A Wall Mounted PAGE 43 DATE 7/93 REPLACES 10/85 Specifications: 061486 High Water Alarm includes stainless steel wall plate 0 with red jewel light and one mercury level control with 10 ft. of 18/2 cord. O � 2.75 I 2 HOLES FOR 6-32 x 1/4 3.81 SCREWS O 4.25 P/N: 061486 _ FOR INDOOR USE ONLY. 061487 High Water Alarm (Solid State) includes stainless 0 0 steel wall plate, audible and visual alarm with silencer button and one mercury level control with 10 ft. of 18/2 cord. 1 4.56 0 I 3.28 �Mp� 4.50 P/N: 061487 FOR IN OR USE ONLY. ®- imm ---m —1.81 CRANE 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 L Joseph Jo Serwatka, P.E. 1 Kendrick Street Lawrence, NU 01841 / (978) 683-6595 July 31, 2002 Mr. John L. Noonan, P.L.S., P.E. Noonan&McDowell, Inc. 25 Bridge Street, Suite 6 Billerica,MA 01821-1023 Re: 206 Forest Street Revised Septic Plan Dear John: I am in receipt of your June 26, 2002 review letter. Unfortunately, the Town forgot to send me a copy until I called them today. Anyway, I have revised the plan and calculations per your comments. It appears from your comments that you did not receive the original set of pump calcs and specs. I have revised the plans as follows: 1. The variance request is now on the plan. 2. A note is on the plan regarding water supplies and wells. 3. All gravity piping is listed as SCH 40, 4. The field has been raised to be 4' abovegroundwater at the highest ground elevation. 5. The notation has been added regarding joints. 6. Pipe type and slope is shown to pump chamber. 7. Gas baffle is now specified. 8. Notation for 12"max. distance has been added to tees. 9. Notation for risers has been added. 10. Notation for max. depth on tank has been added. 11. Alarm float has been lowered. 12. Pump control catalog cut has been added to the pump specs. 13. Alarm spec has been added to the specs. 14. Pump curve has been added. 15. Manual switch for pump has been specified. 16. Max. depth on pump chamber has been added. 17. Note 13 has been revised. 18. The flow rate in all orifices is the same. This is evidenced by equal head at each lateral during testing and my own observations. 19. Orifices have been revised to 5 & 7 O'clock. 20. Nate has been added regarding forcemain into manifold. 21. Note has been added to waterline. Should you have any questions concerning this letter,please contact me. Sincerely, Jo ph J. Serwatka,P.E. NOONAN 25 Bridge Street, Suite' 6, Billerica, MA 01821®1023 Voice (978)667-9736 Fax (978) 671-9565 Email: nm@conversent.net June 26, 2002 Town of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan Review, 1770/068A 206 Forest Street Assessors Map 106A, Lot 107 Dear Members of the Board, Please be advised that Noonan& McDowell, Inc. has reviewed the plan dated: May 17, 2002, by: Joseph J. Serwatka. It is our opinion that the proposed design will meet the requirements of Title 5 and the North Andover Board of Health"By-Laws"if the following is addressed: List variance request for setback from wetlands. 220(4)P ,,2) Identify the presence or lack of surface water supplies within 400-ft public wells within 250- ft and private wells within 150-ft. 220(4) ,e 3 Identify all gravity piping as schedule 40. NA 10.01 4) Revise bottom of stone in leaching field to highest ground grade offset to water table. 161.4 "5) Provide a notation that all joints in septic tank and pump chamber are to be grouted. °6) Provide pipe type and slope from septic tank to pump chamber. 7) Add gas baffle to septic tank detail. 227(4) ,, A) Add notation for 12-in max distance to tees in septic tank. Add notation for riser to within 6-in of final grade for septic tank. 228(2) Add notation for maximum depth below grade is 36 into top of septic tank. 221(7) ;/11)Lower alarm float to 0.5 + above pump on float. The existing elevation will rise within the inlet pipe. 12)Pump controls shall be specified. 220(4)(x) 13)Specify alarm type and location. 231(2) & (9) Land Surveyors Civil Engineers Environmental Planners b,l 4)Provide plot of head loss performance curve for various discharges on pump performance graph. t',41`5)Specify manual switch for pump. NA 12.01 j,,-46)Add maximum depth below grade is 36-in to top of pump chamber. 221(7) Revise note 13 to indicate a 2% minimum grade. 18)For design given provide flow rate at first orifice and last orifice in same lateral. This should be equal or less than 10% of flow. "1'9)Pressure guidance policy suggested that orifices should not by oriented directly downward. Please provide a detail showing orifices at 5 & 7 o'clock. 20)Show forcemain connecting to manifold in center. 2 1)Identify water line as either pressure or suction. Respectfully, John L. Noonan, P.L.S.-P.E. F:/Office/boh/l 770068A.doc Land Surveyors Civil Engineers Environmental Planners 2 APR-16-2002 02 :47 PM JOSEPH J. SERWATKA 1 978 683 6595 P. 01 Joseph J. Serwatka,P.E. 31 Kendrick Street Lawrence, MA 01841 (978)683-6595 April 15,2002 Ms. Sandra Starr,Health Director Town of North Andover 27 Charles Street North Andover,MA 01845 Re: 206 Forest Street Septic Variance Dear Ms. Starr: I am sending you this letter to get some guidance on a septic design which will require a variance from the wetlands setback. Prior to spending the effort of preparing a plan and my client's money, I would like some reasonable assurance that the proposed design and variance request will be acceptable to the Board of Health. The Board's potential actions will affect the long term use of the property and my client's plans. The existing three bedroom dwelling located at 206 Forest Street has a well in the front yard and the septic system in the backyard. The existing(functioning,but would need to be upgraded to accommodate expansion)septic system is about 110' from the well,but one of the existing leach pits is only about 50' from the wetlands to the rear of the property. A wetlands replication area was created on land to the north of my client's property several years ago that moved the buffer zone 30-40 feet further onto my client's property, My client would like to add onto the rear of the house by about 8 feet to make room for an senior parent. (I would be able to provide you with expansion plans if you request)The existing house has three bedrooms, and the expanded house would have four bedrooms. Whether my client does a straight septic repair with no addition,or a septic system with the addition,the setback to the wetlands would be about 80-85 feet to the wetlands on my client's property,and about 60-70 feet to the replication area on the adjacent property(note that this would have been over 100 feet prior to the replication area being constructed). The setback to the well would retrain at about 110' in either case. In both cases,the existing leach pit about 50' from the wetlands would be removed. While conducting soil testing with your consultant,Mr. Noonan,I mentioned all of these facts, and the more suitable location was judged to be the back yard with a variance. We both felt that putting the system in the front yard would make it difficult or impossible to access the existing garage,because the system would have to be raised to accommodate the water table. It also appears that knobs of ledge exist on each side of the front yard. In summary,my client would like some reasonable assurance that if he submits a plan for a new septic system to accommodate the expanded dwelling with a variance to ARR-16-2002 02 :47 PM JOSEPH J. SERWATKA 1 978 68S 6595 P. 02 the wetlands setback, that the variance would be granted. Otherwise, he would like to know at this point that the expansion plans are not possible. Please get back to me at your convenience. Should you have any questions concerning this letter, please contact me, Sincerely, oseph I Serwatka,YE, cc, Douglas Beach andover consultants I East Rive a' F'1ac,(.', inc. M(,��'Ahtjpii, Mai sachus(-,Als 01 X 44 Td, (978) 687 3828 Fax (978) 686-5100 ........................... ...... ............... ........................... April 20, 1999 Town of North Andover Health Department 30 School Street North Andover, MA 01845 Re: Subsurface Sewage Disposal Plans Lots A& C Forest Street To the Board of Health: Enclosed are four copies each of proposed subsurface sewage disposal plans for Lots A and C, Forest Street. These plans are being filed on behalf of the applicant, Gerard E. Welch Inc. Also enclosed are the soil evaluator forms, two application forms and two checks for $125.00. Please put these two lots on the agenda for the Board of Health meeting on April 28, 1999. If you have any questions, please contact me at 687-3828. Sincerely, ANDOVER CONSULTANTS INC. David R. Jordan, PE., P.L.S. Vice President Civil F---n gineers * ''..arid Surveyors d.-and Planners andover 1 East River G"lac e consultants 'acrC ��� ra�etC� � d�i Mct . Fax (978) 686-5100 May 12, 1999 Ms. Sandra Starr,R.S. Town of North Andover Board of Health 27 Charles Street N. Andover, MA 01845 RE: Proposed Septic System Plans Lots A and C Forest Street Dear Ms. Starr: Enclosed are revised plans for the proposed septic systems at Lot A and Lot C Forest Street (Map 105D,Lots 39&71). The following revisions have been made in response to your comments in your letter dated May 7, 1999: 1. For both lots, the distribution box detail has been revised to show a 6" crushed stone base. 2. The location of the trenches on Lot C has been changed so that the bottom of the trench is at least 4' above the groundwater. If you have any questions, please feel free to call me. Sincerely, ANDOVER CONSULTANTS INC. David R. Jordan, P.E.,P.L.S. Vice President Givif Land Surveyors Land Plannens May-26-99 12s39P Paul D. Tuv°bide, PE/PLS 508-465-0313 P.02 May 26, 1999 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V second review(revised) for Lot C Forest Street(Map 105d Lot 71) Dear Sandra, Enclosed find the"Checklist for North Andover Septic System Plans" for the above- mentioned site. The following is a personal observation. ® 310 CMR 247(2) states that a minimum of 2" of 1/8 to Y2 inch stone is to be placed on the top of the leaching bed. The plan design calls for a layer of untreated building paper to be laid on top of this stone. There is no regulation that I could find that allows untreated building paper to be laid over the peastone, and therefore I would recommend that the untreated building paper be removed from the design. If you have any questions or comments please feel free to contact me. Sincerely Carlton A. Brown, PE/PLS Forest 105d-71.doe Wr"A 0 RT INGINIIHING, Civil Engineers& Land Surveyors One Harris Street New•buryport,MA 01950 (9713)465-8594 03/19/1399 11:21 500999993? GERARD PAGE 02 f7 pur. SEPTIC PLAN SUBMITTAL FORM LOCATION: r:�'Jf % �. t ' r ' f• NEW PLANS: YES $160.00/Plan REVISED PLANS YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: / Z C� DESIGN ENGINEER: DATE TO CONSULTANT: 'Lly/nq' When the submission is all in place, route to the Health Secretary. SEPTIC PLAT SITBMITT.AL FORM LOCATION: d � " NEW PLANS: YES $160.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: NO DATE: DESIGN ENGINEER: DATE TO CONSULTANT: When the submission is all in place, route to the Health Secretary. Town of North Andover, Massachusetts Form No,s f NORTH BOARD OF HEALTH C O � F;" A p ` •b,,,p';�.�_* DESIGN APPROVAL FOR 'ss"C""Sft� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No, Site Location Reference Plans and Specs. ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH""­­, Fee `% Site System Permit No. '