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Home My WebLink AboutMiscellaneous - 2177 TURNPIKE STREET 11/22/2015 i Town o f North Andover VkORTN f Office of the Health Department Community Development and Services Division 400 OSC.,OOD STREET apey Y'WG North Andover,Massachusetts 0'1845 ��acIWO I Susan Y. Sawyer, REH /RS 978.688.9540_Phone Public Health Director 97&68&8476-Fax FI .� 9V- As of flay 20, 2005 This is to certify that the individual subsurface disposal system Constructed(-� or Repaired Tuff System 6y Craig Waefty at 2177 Turnpike Street North Andover W,4 01845 has been installed in accordance with the provisions of Titfe V of the State Sanitary Code and with the 9Vorth Andover ooard of Yfealth regulations. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Susan 2'. Sawyer Public ifealth Director BOAM)OF APPEALS 688-9541 BUILDING 688-9545 C ONSERVA`ION 688-9530 IIFAt.,`m 688-9540 111,ANNING 688-9535 TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( )'constructed; ( )repaired; located at f C , was installed in conformance with the North Andover Board of Health approved plan, System Design Permit# ,plan dated , with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CNIR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: Engineer Representative Final inspection date: Engineer Representative Installer: Lic.#: Date.-(.w. CJ Engineer: V Date: pECEIVED M o� � � � N,� � � �m �'� �� °°�o � p � � ,�� , � � �� 81�, w� mm � �� M�� m � �� W��v,a � � � � �w „ � u'�' � �� dim lil j �� v" �� _ � � � �� `� � � o� � �� irr �m� �u��. ��fi p� � �^ � I�mlou .�� mo � ., � � �,�� I. �� w� �, R �yM. �� Town of North Andover, Massachusetts Form No, a ,AORTH BOARD OF HEALTH 3 A t � DISPOSAL WORKS CONSTRUCTION PERMIT SACHUSE Applicant NAME ADDRES _ TELEPHONE Site Location at 7 ? �- Permission is hereby granted to Construct ( ) or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. CHAIR AN, BO,,/� D OF HE ►{ Fee D.W.C. No. TOWN OF NORTH ANDOVER 01 RTH F Office of COMMUNITY DEVELOPMENT AND SERVICES io s ft HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER,MASSACHUSETTS 01845 Susan Y.Sawyer,REHS/RS 978,688,9540—Phone Public Health Director 978.688.9542—FAX healthdept@towtiofnorthaiidover.com www.towilofnorthandover.coni APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT 6 DATE:— a 1/6", 2 ILI LOCATION: _71 LICENSED INSTALLER NAME: PLEASE PRINT SIGNATURE' : TELEPHONE# ............... ....... CHECK ONE: FULL SYSTEM REPAIR: COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: * If NEW CONSTRUCTION,please attach the Foundation As-Built Plan. $250.00 Fee Attached? Yes No Project Manager Obligation From Attached? Yes No Foundation As-Built? Yes No Floor Plans? Yes No Approval of Health Agent Date: RECEIVED OCT' 0 1, 2004 Ovvk OF NORI�i ANDOVER EAL TH DEP/0(WENT FROM CBA-COON PHONE NO. : 978 658 7544 Sep. 27 2004 01:27AM P1 CERTIFIED PLOT PLAN Scx)tt L. Giles R.P.L.S. Frank. S. Giles R.P.L,S. LOCATED IN NORTH ANDOVER, MASS. 50 Dyer Meadow Road SCALE:1"=50' DA7E:71712004 Norm Andover, M$ss. TURNPIKE STREET S 47°4445"E 47.56' S 47°07'28"E 148.42' M.H.B. I DoT 1-c o PLAN#12164 N.E.R.D. ^ ; N 56,771 S.F. i N N 54' $ NJ Exisr. HsE. 4 FND. .49'+ a +i a W Q) a LO N !A-3 �A4 IA-5 WETLAND-5 �A-6 co A-i ti i a ; F ♦♦t�}'1 vJ N 47°4445"W 181.57' 1 CERTIFY THAT OFFSETS SHOWN ARE FOR.. THE USE °� S THE OFFSETS OF THE BUILDING INSPECTOR ONLY S y SHOWN COMPLY AND SUCH USE IS FOR THE DETERMINATION OF ZONING 13972 BYLAWS OF WITH THE ZONING CONFORMITY OR NON-CONFORMITY ss� �FCIStfREO�P�,, NORTH ANDOVER WHEN CONSTRUCTED. °aqL Lpwv � B � TOWN OF NORTH ANDOVER ORT�j 'q. , 1p r�" 0 0 �,6. Office of COMMUNITY DEVELOPMENTAND SERVI(','Ii',S Z. 01111 0 HEALTti DEPARTMENT 400 Osgood Street NORTH ANDOVER, MASSACHUSETTS 0 1845 S C14US Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542— FAX SEPTIC SYSTEM CONSTRUCTION NOTES C ADDRESS:� MAP: LOT:WX INSTALLER: (.' I LCL 2 DESIGNER,'.T( PLAN DATE: BOH APPROVAL DATE ON PLAN: Is,)(261 (11111� DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 7 'E� DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER ' COMPONENT SUMMARY FROM PLAN GALLON TANK = LOADING OF SEPTIC TANK GALLON PUMP,CHAMBER = LOADING OF PUMP CHAMBER TYPE OF SAS = DIMENSIONS AND DETAILS OF SAS: SITE CONDITIONS ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: Page 1 of 4 TOWN OF NORTH ANDOVER Til Office of COMM UNITY DEVELOPMEN,r AND SERVICES HEALT 11 DEPARTMENT 400 Osgood Street NORITI ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHYRS 97&688.9540- Phone Public Health Director 978,688.9542 -FAX SEPTIC TANK Bottom of tank hole has 6" stone base Weep hole plugged 156( °gallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) Inlet tee installed, -under access port Outlet tee (gas baffle or effluent filter) installed, under access port ❑ , inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER Bottom of tank hole has 6" stone base Weep hole plugged E3'k 0 n Chamber instal Pump m p H H-2 ,(monolithic piece),,,,,) - or 0) !10 port" n e tee nstalled, under access Pump(s) installed on stable base ❑ Alarm float working 1:1 Pump On/Off float working 01^ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port Water tightn ss of tank has been achieved is�u;l �r Vacuum Test or Water held for 24 hrs ❑ Hydraulic'cement around inlet & outlet Comments: Page 2 of 4 TOWN OFNORTH ANDOVER 0 TH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT o4 400 Osgood Street NORTH ANDOVER, MASS A('Fi US F-1--l"S 01845 Susan Y. Sawyer, RE S/RS 978,688.9540 Phone Public Health Director 978.688.9542 FAX D-BOX ❑ Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM Bottom of SAS excavated down to soil layer, as provided on plan Size of SAS excavated as per plan Title 5 sand installed, if specified on plan El 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed laterals installed and ends connected to header (and vented if impervious material above) Orifices @ 5 & 7 o'clock positions EJ/ Gravell6ss disposal systems: type, number and location as per plan Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder concrete timber/ block) ❑ Final cover as per plan Comments: PRESSURE DISTRIBUTION ❑ inch manifold ❑ laterals installed with end sweeps size: material: ❑ Squirt test ft in height ❑ Equal distribution to all laterals ❑ orifice size inch as per plan Comments: Page 3 of 4 '"I'OWN OF NOR711 ANDOVER ORTH Office of COMMUNITY DEVELOPMENT AND SERVICES 0 f- HEALTH DEPARTMENT 4 400 s good Sti-eet Waf-I ANDOVER, MASSACHUSE'l-I-S 01845 8 C Susan Y. Sawyer, REHS/RS 978.688.9540- Phone Public Health Director 978.688,9542-- FAX CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: SYSTEM ELEVATIONS Benchmark: Rod at Benchmark: Height of Instrument: INVERT ON DESIGN PLAN ELEV aC7 TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN D-Box OUT Manifold Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW Page 4 of 4 x LLJ LLJ V) Q � ° LJ ry � � > Z Y 4 Q Z Z� s d� 4 w. Q cw� a l o 2 t 8— o K w 4 go'o —� wvi #w IL U� C IIIIIIIII� � Lu° o Dw ry w a A w° z3P = i a.r a u. W 4 4° 5 _ ., � °Z U W � cuaZwu° _ ry Y. ® � o O iLu =A) LL cr ON 'd4Q� n = W 0 2 ~ ry Z z 11W 5 K.R I Di � rtt t, I 02s�o.4 �.� W W f" III�II ° zCCalilw Z -1 11=. c� a z _ o w ° w Own z 06 z U- ?w � �lll ,III o3r�ry Nj g U Y =)a ca v z4F-W�a >� ?0 69,6W ar' �mww ow2,=zaz °°J��wr 5 am 5 ORM w FE yy. w 1-a50y5 . SEWAGE PUMP STATION DESIGN COMPUTATIONS i Single Family Dwelling I Lot 66, Turnpike Street North Andover, MA OWNER & APPLICANT Joseph Casey 65 Federal Street Wilmington,MA 01887 DATE: 6/12/00 J. 3 SritWATKs. J yilL v 4'vtTv4 1Jti" PUMP.XLS DESIGN DATA: DESIGN FLOW 440 Gal/Day SOIL CLASS 2 PERC RATE 30 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 440.0 gallons o ��L� �' �� RESERVE 440.0 gallons VOL. IN PIPE RUN 0.0 gallons TOTAL 880.0 gallons DIMENSIONS LENGTH* 7.50 WIDTH* 4.70 DEPTH* 4.00 *INSIDE DIMENSIONS ELEVATIONS INLET INVERT 88.20 SUMP 84.20 OFF 84.70 ON 86.37 ALARM 86.53 STATIC HEAD: DBOX INLET ELEV. 93.70 FT PUMP OFF ELEV. 84.70 FT TOTAL STATIC HEAD 9.00 FT PUMP.XLS I, 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 21.0 FT FRICTION LOSSES IN PIPE RUN: 1 2"DIA 900 BEND 5.0 FT 2 2"DIA 450 BEND 5.0 FT 0 2"DIA 22.50 BEND 0.0 FT 1 2"DIA TEE 12.0 FT 55 LENGTH OF RUN 55.0 FT MISC. PIPE 5.5 FT TOTAL LOSS 82.5 FT 83.0 FT TOTAL EQUIV. LENGTH: 104 FT SYSTEM CURVE: Q V HF/100 HF Hs TDH GPM FPS FT FT FT FT 20 1.8 0.72 0.75 9 9.75 25 2.3 1.09 1.13 9 - 10.13 30 2.7 1.52 1.58 9 10.58 35 3.2 2.03 2.11 9 11.11 40 3.6 2.59 2.70 9 11.70 50 4.5 3.92 4.08 9 13.08 60 5.4 5.50 5.72 9 114.72 70 6.3 7.32 7.61 9 16.61 80 7.2 9.37 9.74 9 18.74 90 8.1 11.65 12.12 9 21.12 FROM ATTACHED PUMP CURVE: 65 gpm @ 16 TDH TIME ON: 6.8 minutes PUMP.XLS BARNESOSUBMERSIBLE NON—CLOG U M SECTION 1A Series: SE, Manual & Automatic PAGE 1 DATE 5/94 1 -1/2" Spherical Solids Handling REPLACES 7/93 7 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. i� Material: Rotating Face-Carbon Stationary Face-Ceramic Elastomer- Buna-N Hardware-300 Seriips 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 ®Canadian Standards Association MOTOR: CIP : 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 1314. Adjustable.OPTIONAL EQUIPMENT: Seal Material, Additional Cable and Cast Iron Impeller. LC RA N E PUMPS & SYSTEMS $J 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 1A PAGE 2 DATE 5/94 REPLACES 7/93 r SE411A & 421A SE411 & SE421 (Less Float) x 0.75 p-� 5.32 1.56 120° Pumping 9.00 Differential ° 16.00 0 3.86 II + � O 7.72 o 0 i 4.00. i SE411AU & 421AU 10.75 I, 32 1.56 120° 9.00 Pumping Differential ° � 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. IMPORTANTI 1.)DO NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS. 2.)THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION 11. 3.)THIS PUMP IS NOT 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. CRANE PUMPS & SYSTEMS Barnes Pumps,Inc. Barnes Pumps,Inc. SWPQ 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 STANDARD IMPELLER SIZE ��■■/NOON■//■■■■■■■■■■■■■■■■■//■■■■ Pump HP Imp. 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O - 2.75 2 HOLES FOR 6-32 x 1/4 3.81 SCREWS 0 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 1 10 ft. of 18/2 cord. 4.56 0 3.28 4.50 P/N: 061487 FOR INDOOR USE ONLY. MOEN_ �- 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 BARNES 0 MERCURY LEVEL CONTROLS SECTION 6C Pipe Mounted & Suspended PAGE 47 DATE 7/93 REPLACES 1 7/92 Specifications: o CABLE: Material., 18-2 SJO W-A, 41 Strand x#34, 90°C Size: .29 Dia. x(See Chart for Length) HOUSING: Material: Polypropylene Color: Normally Open-Blue Normally Closed -Red CLAMP: Adustable 1"-3"Stainless Steel with Polypropylene Saddle. (Models 073613, 073615 and 073617) WEIGHT: Suspended, 2.25"Sph. lead weight with Adjustable stainless steel fittings (Models 073612, 073614 and 073616) TEMPERATURE RATING: 60°C SWITCH: Mercury, Narrow Angle , Horizontal SWITCH RATING: 4.5A @ 115VAC RES 2.25A @ 230VAC RES Pipe Mo Description: P/N's. 073613 73615 & The Mercury Level Controls are available in either a pipe mounted 073617 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 Cord Type Contacts Number Length Installation 073612 25 to 20OFt. Suspended Open Suspended: 073613 25 to 20OFt. Pipe Mounted Open 073614 25 to 20017t. Suspended Closed P/N's: 073612, 073614 & 073615 25 to 20OFt. Pipe Mounted Closed 073616 073616 *15Ft. Suspended Open 073617 15 &20Ft. Pipe Mounted Open U` s�® State cord length at time of ordering 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 SECTION 6C PAGE 48 DATE 7/93 REPLACES 7/92 TYPICAL SIMPLEX WIRING SCHEMATIC L1 L2 L3 DL1 ON L2 b OFF STARTER COIL AUXILIARY CONTACT TO MOTOR TYPICAL ALARM WIRING SCHEMATIC L1 120V 60HZ N 4.50 SILENCE eaan�Rinnaa M 1 r — —J � 3 E2 L _ J 1 ALARM CONTACT ALARM LIGHT (MINI-FLOAT) R1 2 AUDIBLE ALAR TYPICAL PIPE MOUNTED INSTALLATION: 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 the pump discharge pipe. The"off'float should be below the"on"float in a"pump out"application. 3. Arrange the Level Controls so they do not tangle or hang up. 4. Insert the hose clamp through the two slots in 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 L VE 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 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 BOARD OF HEALTH NORTH ANDOVER, MA 01845 978-6$$-9540 J APPLICATION FOR SOIL TESTS DATE: t'Z6:�e!5� MAP & PARCEL: LOCATION OF SOIL TESTS: 4') OWNER: ��o Tr. TEL. NO.: ADDRESS: &i5; 722.�-/ . `- 421$97 ENGINEER: �7 TEL. NO.: 4 ' CERTIFIED SOIL EVALUATOR: Intended Use of Land: Residential Subdivision le Famil Homee Commercial Is This: Repair Testing: Undeveloped lot testing: )C In the Lake Cochichewick Watershed? Yes No X THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1, Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of$275.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$75.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2, Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan(no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line � ,raw .., � N.A. Conservation Commission Approval Date Received: Check Amount: Check Date: f ri jr- 5-7.64 - - -- 6 � ` .--°SL t t-°26 Nd I i fi � . 1 t .9 , O a OOI rl � . G LA pr- Ib v -- r- _ `� . , , r `w •. i=� 1 � 1r ■ ■ ■■ ■ 1� ■ INS Ohl INS C ■ Rai■■� ■ /!�. ■�■ n, L�7.1w ■■ ■�■■� k L" MEN "+ �1■■�■ ■ ■�■ems■ ■ r■ h i" . i s a � a r May-05-00 02 :47P Paul D. Tuybide, PE/PLS 978-465-0313 P . 03 tk NI - I i 1 #1 : 011 f AWL to ?f c5'j.t __ II j r TOWN OF NORTH ANDOVER f NORTH 7 Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT p 400 Osgood Street " ^044T NORTH ANDOVER, MASSACHUSETTS 01845 �'ss�C,�„a 978.688.9540—Phone Susan Y.Sawyer,REHS/RS 978.688.9542—FAX Public Health Director E-Mail:healthde t c,townofnorthandover.com Website:www.townofnorthandover.com November 8,2004 Mr. Joseph P.Casey 2177 Turnpike Street North Andover,MA 01845 RE: Notice of Board of Health Decision Dear Mr.Casey: This letter is in regard to your property at 2177 Turnpike Street. As the owner or trustee of this property, it is important that you understand the current situation at this site. On October 21,2004 the Health Department received a letter from you regarding a requested proposal to install an abbreviated sewage disposal system for a 12-month period. The following decision was made by the Board of Health members at the October 28,2004 meeting: Ms. Barczak states that the homeowner needs to stay somewhere for 6 months,or longer,until the sewer connection is ready and available. The Board of Health does not have a variance for this type of situation. What was requested is something that the Board of Health is not allowed to grant,and the Board needs to adhere to the state sanitary code. Therefore,the North Andover Board of Health is unable to approve your request for an abbreviated sewage disposal system. If you have any further questions,please contact us at the above number or via e-mail. Thank you for your cooperation in this matter. Sincerely;^ /_usan Y. Sawyer, HS,RS ublic Health Director Cc File i Post Office Box 428 Wilmington, MA 01887 October 21 2004 Town of North Andover C"T Health Department 2004 27 Charles Street North Andover, MA 01845 ATTN: Ms. Susan Y. Sawyer, REHS/RS, Public Health Director RE: 2177 Turnpike Street-Disposal Works Permit No. BHP 2004 0672 Dear Ms. Sawyer: I hereby request that the Board of Health entertain my proposal to install an abbreviated sewage disposal system at the above captioned under-construction home owned by me.. An extension of the public sewer is slated to be installed along the frontage of my property by North Point Development within the next 12 months. North Andover Water and Sewer Superintendent Tim Willett has indicated that he will direct the contractor of such sewer line to include a lateral stub to my property at the time of construction. The house construction is 70% complete with occupancy possible by December. In the interim installation of the on site system as designed will require not only a large expenditure which will only be utilized for only a short time, but more importantly, the removal of mature trees and landscape which now provide the property with a buffer to Route 114 and help maintain the natural slope on which they grow will be disturbed. Financially, ecologically, and environmentally it makes sense to seek an alternative. I have been informed that a so called "tight-tank" to store waste is not allowed. I would then propose in the interim that an abbreviated on site system be allowed, using all the components of the approved system, but with only one leaching trench installed. (see highlighted septic design) This configuration would allow for a functional interim system, while maintaining a simple transition to public sewer, or, worst case, if necessary, completetion of the original design. The performance of this approach could be guaranteed by a deed restriction which would mandate either tie in to the municipal system or installation of the original design within one year of occupancy. I respectfully urge the Board to consider this proposal. Given the time of year approaching, it will be necessary for me to go forward one way or the other very soon. Si 6e ely, Jose h P. Casey TELEPHONE: 978-988-0001 TOWN OF NORTH ANDOVER �aowvH A�tq�eo w�R� C7li°ice of COMMUNITY DEV>LOPNIENT AND SERVICES o� "EALT14 DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 �SSACHU� Susan Y. Salyer, REHS/RS 978.688.95 40—Phone Public Health Director 978.688.9542—FAX licallhdcpt'dtoNvnofnorthaudover.com vv-,r-\v.tovy-nofnortharndover.com Joseph Casey PO Box 428 Wilmington,MA 01887 September 9,2004 Dear Mr. Casey, This correspondence is in response to your request for information regarding the status of your septic design for 2177(previously Lot C)Turnpike Street,North Andover.The septic design for your property was approved on 12/12/00. According to Title V,approvals are good for three years from the date approved,unless a disposal works construction permit has been issued or a one-year extension to the plan has been granted. A review of the property's file indicates that a well installation permit and a building permit were applied for and granted in the fall of 2003.During our conversation,it was clear that you felt that time was not a factor since the construction on the house had commenced within the three years.Unfortunately,at that time it would have been appropriate to have your installer apply for the disposal works construction permit as well. Conversations held with you and with the Board of Health Chairman have determined that due to improper information supplied to you,you inadvertently let your three-year septic approval expire. As it was and still is a general practice to allow a homeowner to receive the one year extension,and due to your issue with time constraints,the Board Chairman has sanctioned the granting of the one year extension of the septic plan. This extension will expire December 12,2004. A licensed installer,prior to that time,must apply for the disposal works construction permit or the plan will become invalid. A complete list of currently licensed installers has been included with this letter.Thank you for your cooperation in this matter. Sin S S awer, ` RE Public Health Director