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Home My WebLink About- Correspondence - 2198 TURNPIKE STREET 9/6/2018 (13) )NS,, JM ASSOCIATES .� Land Planning-Civil Engineering-Surveying 325 Main St. i North Reading,Ma.01864 Tel. 978-664-6668 Fax 978-664-8155 d www.imassociateseng.com ' f Dec. 12,2016 Brian LaGrasse Director North Andover Health Dept. 120 Main St. North Andover,Ma 01815 Re: 2198 Turnpike St. Sewer Connection Dear Mr. LaGrasse JM Associates has been contracted by Mr. Jorge Solano, 2198 Turnpike St.,North Andover to provide a preliminary engineering design in order for him to connect his house to the sanitary sewer located in the right of way of Turnpike St.. Our firm conducted a limited survey and preliminary design in order for Mr. Solano to obtain a cost estimate of this work(see plan attached). Unfortunately the sewer is located on the opposite side of Turnpike St(the west side) from Mr. Solano's house. Mr. Solano then obtained a cost estimate from.J�.W. Watson Jr. Excavating,Inc. This estimate is $52,625 (see attached). In addition to that amount, $12,000 would be required if flowable fill is required within the Right of Wd ay by MassDOT. Thus this protect could cost upwards of$65,000 and although sewer is technically available it would be an economic hardship to do so. I` Based on this estimate Mr. Solano would like t'pursue a repair to his existing septic system which would most likely cost less thanalf of the cost to tie into the town sewer. pP Y We would appreciate our review of the attached data and allowing Mr. Solano to go forward with the repair to his septic system. Thank you for your attention to this matter, Very Truly Yours, � John McQuilkin PE Principal Engineer � JM Associates Cc: Jorge Solano h c i Q' iw J.W. Watson Jr. Excavating, Inc.43 Lowell Junction Road ataan Jr. Andover MA 0.18.10 978-475--3262 Fax-475-0413 NOVEMBEII 14,2016 . - JORGE SOLANO Proposal SEWER INSTALL @ 2198 TURNPIKE STREET 2198 TURNPIKE STREE17 NORTH ANDOVER,MA NORTH ANDOVER, MA 978-857-4313 1. SAWCUT ROADWAY PAVEMENT(RTE 114) 2. EXCAVATE AND DISPOSE OF PAVEMENT 3. SUPPLY AND INSTALL A 6"PVC SCH 40 GRAVITY SEWER LINE FROM CONNECTION ACROSS 114 TO FRONT YARD OF 2198 TURNPIKE STREET 4. BACKFILL AND COMPACT TRENCH S. PATCH BACK ROADWAY 6. SUPPLY AND INSTALL PROPOSED SEWER MANHOLE 7. SUPPLY AND INSTALL CAST IRON COVER FOR MANHOLE 8. SUPPLY AND INSTALL BRICKS FOR SI FUTHWAY INSIDE MANHOLE 9. SUPPLY AND INSTALL A 2"PVC FORCES SEWER MAIN FROM MANHOLE TO PROPOSED E-ONE PUMP 10. ENCASE PIPE IN SAND 11. SUPPLY AND INSTALL E-ONE PUMP 12, PUMP,CRUSH AND FILL EXISTING SEPTIC TANK 13. CONNECT EXISTING 4"CAST IRON SEPTIC LINE TO PROPOSED E-ONE PUMP 14. INSTALL ELECTRICITY TO PUMP 15. BACKFILL AND COMPACT TRENCH 16. RELOAM,RAKE AND SEED GRASSED AREAS PRICE: $52,625.00 • SUPPLY AND INSTALL FLOWABLE FILL FOR TRENCH IF REQUIRED BY THE STATE WOULD BE ADDITIONAL...... $12,000 • POLICE DETAIL INCLUDED UNLESS THE STATE PERMIT REQUIRES CRUISERS PRICE DOES NOT INCLUDE: THE REMOVAL Or,ANY ROCK LARGER THAN I CU.YD. THE REMOVAL OF ANY LEDGE, REPAIR OR REPLACEMENT OF ANY UNMARKED UTILITIES OR SPRINKLER LINES. REMOVAL OF ANY BURIED DEBRIS OR HAZARDOUS MATERIAL, ANY DE-WATERING. THE MAINTENANCE OF THE GRASS SEED.IF WE SEED THE LAWN,THE OWNER MUST WATER IT TWICE A DAY—MORNING AND NIGHT. We Propose hereby to furnish material and labor- complete in accordance with the above specifications.' All material is guaranteed to be as specified. All work to be completed in a workmanlike 7 7 manner according to standard practices. Any alteration or deviation from the above spec. Authorized ifications involving extra costs will be executed only upon written orders,and will become �+ an extra charge over and above the estimate, All agreements contingent upon strikes,acc- Signature idents or delays beyond our control. Owner to carry fire,tomado and other necessary ins- b urance.Our workers are fully covered by Worktuen's Compensation insurance. Acceptance of Proposal- 1-he above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified.Payment will be made as outlined above. .Date of Acceptance: Signature MAP 108C,LOT 6 MAP 108C, LOT 5 AREA 44,500 SF+j— MAP 109C, LOT 7 EXISTING SEFFIC TANK TOP OF TANK=149.02 INV'ER'T IN®150.10 -f IX€STINGl ,� PROPOSED 4'SDR 35 / DRIVEWAY 1 GRAVITY BUILDING SEWER f f i (30'±APPROX.) {I PROPOSED E-ONE 4 'L R°5CAN 0 M. 0 DECK TOF=155.42 EXksnNG ( PROPOSED 2'PVC SCH.40 { R SINGLE FAMILY SEWER FORCE MAIN (110'±APPROX.) OWELUNG v' TOF®159.25 WOODS EXISTING WATERk u p S'eRViCE t , GRASS -' PROPOSED THRUST BACK EXISTING WELL -� t EXISTING \ DRIVEWAYI IX€STING FENCE {' t PROPOS@ SEWER MANHOLE R!M-157.00 -) v INLET=152.65 OUTLET=151,15 - PROPOSED 1'1YPE K WATER ` GRASS \ Ir RIM-1 'S, WITH CURB 80X( 70`) a y WOODS CO'(d) �e _:4GGT5 IN w w w w ——SSS. w -- w - -— —— ——— ———RAVEL � GRAVEL -— GRAVEL EDGE OF PAVEMEAT� —— EDGE OF PAVEMENT NOTE$ IXQI PROPOSED TEST PTT TO VERIFY f WATER MAIN a ELEVATION OF WATER MAIN 1. PARCEL INFORMATION TAKEN FROM NORTH j ANDOVER ASSESSOR MAPS. f fJj TURNPIKE STREET � PROPOSED UTILITY CROSSING ROUTE 1 1 4 2. SEWER AND WATER INFORMATION TAKEN FROM PLAN! ENTrIC.'UTI rrY AS-BUILT DRAWING- DRAWING NUMBER 5 OF 10,DATED,FEBRUARY 4, PROPOSED V PVC SCH.40 2006,PREPARED BY J.DERENZO COMPANY, GRAVfTY SEWER(64'±APPROX.) EDGE OF P A V E4f E N T _ _ _ — ------------- - E G 0 E 0 F P A V EM E N i S S S 5 S 'l 5 —7-S— S S S S S 5- PRELIMINARY SEWER SEwWEER�TAVIT MAIN CONNECTION PLAN 2198 TURNPIKE STREET SMH z11 SMH 212 NORTH ANDOVER, MA 01845 R!M=151.82 EXIS€ING SEWER WYE(VERIFY IN FIELD) : INLE17=145.8(VERIFY IN FIELD) EXISTNG GRADE=156.36(APPROX.) RIM-160.04 OUTLET®145.69(VERIFY IN FIELD) INVERT IN s LATERAL-149,95 (VERIFY IN FIELD) !NLtT-153.09 O INVERT O WYE-150.05(VERIFY IN FIELD) 'T=152,94 SOAK: 1'= 20' DATE OCT. 17, 2015 Prepared for JORGE SOLANO JM ASSOCIATES 2198 TURNPIKE STREET 325 MAIN ST. NORTH ANDOVER, MA 01845 NO. READING. MA. 01864 978-664-6668 E: r 8-7v3 www4messociatesengcom