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Miscellaneous - 946 OSGOOD STREET 4/30/2018
I N O O � A 0 o c-) 0 0 0 0 0 CO o O rTrmn o --I r Commonwealth of Massachusetts Massachusetts System Pumping Record System Owner Wdov.er) 7g -3'?S-7228 x Type: Emergent Routine jp Cesspool: No Yes Date of Pumping: System Pumped By: Wind River Environmental, LLC Contents Transferred to: Contents Disposed at: i ?J16i1i?:1'S Form 4 -- System Pumping Record '4 System;L-ocation china Bloaaora (andover) 946 Oagood Street north Andover, TAA, 01845 (9713)-375-7228 x Dave Sap+ie Tank: No = Yes Quantity Pumped:�a Gallons Permit #: 447 r F rd 0 92015 Date: —JO? _11f__ Pumper Signature: Condition of System/Other Comments V V �LP��_QA= isPrinted on recycled paper Dep Approved Form -12/07/95 -C-\. Commonwealth of Massachusetts city/Town of System Pumping Record NORTH ANDOVER Form 4 DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. Important: when filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Facility Information 1. System Location: Address -- CityrTown 2. System Owner: Name Stateu,.„ 1 ode :W TOW IL HEAL �, i `: = Address (if different from location) City/Town Stale �Zip Code Telel ne N tuber B. Pumping Record )l ���((`�� 1. Date of Pumping Date Gallons -+ �.--- 2. Quantity Pumped: T 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank 0--4rease Trap ❑ Other (describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. System Pumped By: f Name Vehicle License Nut u ber Company E�I lh Source Inc. 7. Location where contents were disposed: 1950 Broadway 102767_. Signaue o au Date ------------- - — ----... Signature of Receiving Facility Date i5form4.doc• 03106 System Pumping Record • Page t of 1 li Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Commonwealth of Massachusetts City/Town of AIS 07 2013 TOM o": NOM AN DOVER HE&TrH BEPAFM :-KR System Pumping Record NORTH ANDOVER Form 4 DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information 1. System Location: - ---__- Address City/Town State Zip Code 2. SysteM OwneNinia r:) Name Address (if different from location) City/Town Stpte Zip Code 9W 3'75-t7� ___-- TNephone Number B. Pumping Record 1. Date of Pumping Dal 2. Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank UL Grease Trap ❑ Other (describe): --- — -- - - -- 4. Effluent Tee Fitter present? ❑ Yes G< No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: & Syste Pum ed By: .s Name Wwd RiWr EnvWnme ta, Company163 ��errReAttliA Ave. 7. Location where%MMI er i Ogaq Signature of Hauler Signature of Receiving Facility Vehicle License N *tb)er Earth Source Inc. 1950 Broadwav Ra MA 02767 Date Date t5form4.doc• 03/06 System Pumping Record • Page 1 of 1 �L\ Commonwealth of Massachusetts City/Town of System Pumping Record NORTH ANDOVER Form 4 h DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. - Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Facility information 1. System Location: Address 4-40oat . City/Town 2. System Owner: Name Address of different from location) hiAR OC 2014 TOS%OF•r".t.Hn.. SLR - - - --HEALr'=JEAA_hT1;E�•:'r State Zip Code - — Zip Code - -ity/Town----- - --- ---- C lephone Number _ B. Pumping Record AR —Aoa�1-3-2. QuantityPumped: Gallons 1. Date of Pumping Date Gallons 3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank CR Grease Trap ❑ Other (describe): - - - - - --- 4. Effluent TTeeaFi bpr,�aeja.`�es �No 5. Conditti 1 dors e` dWaY A02767- 6. System Pumped By: Name ' • } -14 Ove-c— Company 7. Location where contents were disposed: • Signature of Receiving Facility If yes, was it cleaned? ❑ Yes ❑ Nomk Vehicle LicenseNum er 0[9�61 L3 Date Date t5form4.doc• 03106 System Pumping Record • Page t of 1 Commonwealth of Massachusetts Massachusetts System Pumping Record par mL). cervico China Blossom (andover) 946 Osgood St North Andover, MA, 01845 (000)-000-0000 x Type: Em Cesspool: No Date of Pumping: System Pumped By: Contents Transferred to: System Location tem Pumping Pecord RECEN—ED'I U � MAR 19 2013 TOWN OF NORTH ANDOVER WRA China Blossom (andover) 946 Osgood St North Andover, MA, 01.845 (000)-000-0000 x Routine Yes '--qeptfr-1z*: No = Yes EZ77T Quantity Pumped: 2 Gallons Wind River Environmental, LLC Permit #: Contents Disposed at: Earth Source Inc. 1950 Broadway Raynham, MA 02767 Date: Condition of System/Other Comments Pumper Signature: 0 Primed on recycled paper Dep Approved Form - 12/07/95 RECEIVED ,Lx Commonwealth of Massachusetts MOM City/Town of t;;R 19 2013 _- System Pumping Record NORTH ANDOV HEALTH NO NORTH DEPARTMENTOR Form 4 h DEP has provided this form fqr use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility information Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key 1. System Location Address Zip Code Cityrrown State 2. System Owner: C `moi Name Address (if different from IocalionJ Citylrown _ --- State Zip Code Telephone Number B. Pumping Record 1�y�i� ----- 2. QuantityPum ed: �. ._. 1. Date of Pumping Date Pumpe& 3. Type of system: ❑ Cesspool(s) [YSeptic.Tank [ffqrffi TSOurcelase Trap 195 0 Broadwa ❑ Other (describe): -- - _ _ ca�'i�� IC�rr�, MAQ ��% -- 4 Effluent Tee Filter present? ❑ Yes (] No If yes, was it cleaned? ❑ Yes �b 5. Condition of System: 6. System Pumped By: - Name Company 7. Location where contents were disposed: Signature of Hauler Signalure of Receiving Facility Vehicle License Number Date - - Date t5form4.doc• 03/06 System Pumping Record • Page t of 1 INSTRUCTIONS TO DELIVERING EMPLOYEE ❑Deliver ONLY ro ❑ Show address where addressee delivered. (Additional charges required for these services) RECEIPT Received the numbered article described on other side. SIGNATURE OR NAME OF ADDRESSEE (must always be filled in) OF ADDRESSEE'S AGENT, IF ANY DATE DELIVERED I SHOW WHERE DELIVERED (only Wrequested) 16-71545-5-F GPO J—s-s9S1 C-91—SSD �'i8Te •ssrk gaanopuy gwoH 31V1S CNV 3NOZ 'All:) futpTtnq upi0 j, X09 'O A MO ON CNV 133M1S TEaH JTo PjLooq OL Naniaa °O 3° 'O 0 0 'ON (i3M(1SNI e 'ON C31d1 3J � 83ON3S JO 3WYN 'ON 0383IS103S D v aaJsanaag Jdla7a)l Nan.iag ap?3Je)o luoJq .a,Dpit jo 4"q of AIulJy plOq put [pum `Spua .� ualsioYl -aigeDgdda 3! `apis Jaglo uo suooDnJlsur N put moLiq sural! u! 1pa :SAIOI.LDflld LSNI SS7NISR4 IV13WO IN1WLUVd3O MAJO ISOd (Sd is 'i 1 Y[A - d VO 3 GIOAY 7411 71YAli� i0i �t11iJSlt n 31V SS7NISR4 IV13WO IN1WLUVd3O MAJO ISOd I Hr, Richard Yee China Blossom Restaurant 1112 Osgood Street North Andover4 Massachusetts Dear qtr. Yee: may 1% 1965 Sewage disposal, at the site of the new China Blossom Restaurant, 946 Osgood Street, is or has been discharging onto the ground. The Hoard of Health hereby directs that before any restaurant is operated at this sites, you must engage; the service of a sanitary engineer to advises cEncerning the installation of a new disposal system. Plans for this proposed system must be submitted for approval to this Board and the State Department of Public Health. If you have any questions, please contact this office. Fours very truly, BOA10 CP 1169, 7% Director of Public Health cc; Board of Selectmen., North Andover Board of Public Works, North Andover May l3, 1965 Sir. Richard Yee Ching Blossom Restaurant 1112 Osgood Street North Andover, Massachusetts Dear Mr. Yee: An inspection was made on the new China Blossom Restaurant with the State Department of Public Health on A,2y 11, 1965. At this time the following recommendations were discussed with your representative, Mr. J. Looney and are herewri..th submitted for your compliance and necessary action. 'k %%") 1. A new permanent $ype floor plan of the entire facility, listing; all construction arid. equipment materials in the entire facility must be submitted. 2. The toilet facility for kitchen employees must be properly vented to the outside} atmosphere. 3. Hot water facilities must be provided to maintain at least 180 degrees f. rinse temperature at the dishwasher. This can be most economically accomplished by ienstalling a booster by the dishwasher. 4. All floors, walls and ceilings must be of impervious) smooth, easily cleanable construction. 5• Present structure must be repaired to prohibit entrance of r rodents and insects (area near freeger and storeroom). 6. Submerged inlet glass rinser must be dismantled at the bar. This may be used for drainage purposes only. 7. All exists-ig equipment and utensils must be steamcl,eaned and opened food products such as mayonnaise, relishes, ketchup dispose 6E, 8. See notice pertaining to sanitary disposal system. 10 Q,tj�A� or When the above listed r00 nd&tj@h§ hilV@ WH $omplied with, notify this office at least ten (1.0) days prior to your anticipated opening date. Yours very truly, BOATT OF HEAL TH BY: Director of Public Health Mr. Richard Yee China Mossom riestaurant 1112 Osgood Street North Andover, I-Isasachusetts Dear Mr. Yee: 'lay 139 1565 Sewage disposal) at the site of the new China Blossom Restaurantp 946 Osgood Struetp is or has been discharging onto the ground. The Board of Health hereby directs that before any restaurant is operated at this sits, you must engage the service of a sanitary engineer to advise o6ncerning the installation of a new disposal system. Plans for this proposed system must be submitted for approval to this Board and the State Department of Public Health. If you have any questions., plea!:e coatact this office. Yours very truly., BOAS D OF H6& TH By: Director of Nuglicffe—a—ft—h cc; Board of Selectmenp North Andover, Board of Public Works, North Andover I v 1/ /a co G3� a I v } O CHARLES cyN F H. rn� C3 MORSE, JR. �, o -P �0 e "ew 9o�FolSTEL (� F`rs/ONAL ENS i 60ARp �. G,�. q y � � r- � y S i 9 i�Gy N�✓VER t �� �96s i _ . I. I I r i l mss' Mary Sheridan, Board of Health, , prth. Andover, Mass. Dear Miss Sheridan; 6-28-1965 In reply to your request of June 25th, I am requesting, for the China Blossom Restaurant , permission to continue using the septic tank system installed and used by the Charles Steak House. This system I am informed, has been approved both by the Town of North Andover and the State of Massachusetts. We agree to keep it in repair and to pump out the tanks as often as necessary , for efficient operation, and. if necessary , because of non fnnetioning or excessive overflow, to install a new filter bed, as shown on the plan submitted to your board by Charles Steak House. We are further studying thru Mr. Morse, of Haverhill, a registered and contepant engineer the various possible ways of connecting to the sewer when it is available to us at a reasonable cost. Hoping this request meets with your approval, we remain, Very truly yours, China BlossRes aurant % by _ (// Q _ Owner and \ 1 `- ' Co -Ordinator. i i 1 . � 1 E. CONRAD LEVY ' f. 1 68 Meriam Street • Lexington, Massachusetts 02173 • Tel. 862-0124` SURVEYORS AND ENGINEERS e: SANITARY SYSTEMS - FOUNDATIONS January 11, 1966 China Blossom Restaurant 946 Osgood Street North Andover, Massachusetts References: (A) Our letter, & Plan & Profile dated October 4, 1965 (B) Record design of tank and system by Weston and Sampson dated September 1955, Revised 10/11/55 (C) Our letter of July 20, 1965 relative to Gas Station at corner of Osgood and Sutton Streets Mary F. Sheridan Director of Public Health North Andover, Massachusetts Dear Miss Sheridan: The examination and study we reported that we would undertake has been completed. The results, conclusions, and recommendations are herewith submit- ted to the North Andover Board of Health. Analysis of past water meter readings reveal a normal daily consumption of about 3,500 gpd with peak periods always falling in the last quarter of the year and averaging 4,600 gpd to 6,200 gpd. Daily observation of the meter and peak operation periods showed 4n average daily use of 3,600 gpd on Sundays, Mondays, Tuesdays and Wednesdays. Thrusdays,, Fridays and Saturdays are the busiest days ITith average consumption of about x,500 gpd, however, on December 31, 1965, January 1, 1966 and January 2, 1966 consumption was 6,508; 6,470; and 6,425 gpd respectively. The busiest part of the operating day is from about 4.00 P.M. until closing time at 1.00 A.M. A study of the plumbing layout was performed and the following is a descrip- tion of the system. Page 2 The subsurface sanitary systems have been constructed, as far as can be determined in accordance with the plans on file. Excavation was done at the end of the field on the main system, which is overloaded, contaminated and overflowing. A test hole was dug below the field and favorable subsoil conditions were encountered. There seems to be no problem with the system at the corner of Osgood and Sutton Streets The corner system carries the men and womens toilets (2 toilets, 2 sinks, 1 urinal in the men's room and the women's toilet is the same except for the latter fixture) also the bar sinks. The plumbing is in an inaccessable crawl space in that area. The large septic system is loaded by all the kitchen sinks, drains from the re- frigerators, the upstairs bathroom, and the dish masher. All kitchen garbage is removed by trucking. The deep sinks are provided with grease traps but are useless both from location and the fact that it is obvious these traps have never been cleaned out. The dishwasher also has a trap but the state- ment above also applies here. The septic tank is fitted with a wooden cover and sealed with roofing paper and tar. Until bi-weekly pumping was started, there is no evidence to show that the tank has ever had the grease layer removed. Inspection of the leaching field showed the pipes at the ends of the lines are clogged and the field has an area of approximately 1,600 square feet, and the area previously reserved for expansion of the facility to be available and usable. There are two methods to modify the existing unsatisfactory condition. 1.) Carry out our original design as cited in (A) frith modification. This modification to consist of deletion of the proposed pumping station, insertion of the same station that has been approved as referred to in (C). This would be the S & L Vac - p..-Ject Pneumatiec Sewage Ejector Model 30B2. Later increase in volume would see the 30B2 removed from the standard wet well manhole and the unit as specified in (A) installed. This plan will have to be approved partial at the Town Meeting because of the pressure main proposal in Sutton Street to the recently constructed gravity main. 2.) With reference to (B) the existing system as approved by plans on file. The expansion of the leaching field as proposed vrith minor modification, and the bi weekly removal of grease from the septic tank is an :_:;;mediate solution to the present problem but will be temporary in as much as the nature of the kitchen load and volume will certainly increase with time. This is indicated by the steadily increasing daily water consumption. The system we here refer to as "kitchen" consumes at least 75% of the water volume, but accurate flows cannot be determined. With regard to the study now being conducted by Camp, Dresser, and McKee, this is an expensive temporary solution and is recommended only if there is no possible way to carry out our recom- mendation cited in paragraph 1.) above. Respectfully, E. Conrad Levy ECL/gwl Jtmuary 20, fir. Uchard Yee China Blossom ;cstburant r46 Osgood 4 r .1treet Nor'Ch Andover, "Ir .'r. Yf'j: The board o,z health, District Sanitary Engineers and Mr. 6. Conrad Levy met in conference on 1/1.Y/66 and discussed methods to alleviate a health hazard existing on your premises, China Blossom .".estaurantp namely overflowing sub -surface irailizaa onto the ground* All conditions were c>rofullly cona4t&ied and a generally agreed method of ccrrGetion idiich may bOSt 30rVa yo r needs !.9 to renew tho existinr;, field noes IzalfunctioAng and to davelop the arva shown on plan (tsenton & Salupson 1955) as futuro expansion. Thie should provide yr -u with a satisfactory system but please be advised that this is a tc'mP0rarY's.VSt0m until a Public sewer is available or it may becoMe faulty. Experience has proven that all sub-surfaco drainage systems demand constant care and supervisien. The correction is inperitive and must be accomplished within 30 days or this Board maybe forced to take undesirable neosurQs. Ycurs very truly, Director of Public Health cc: i1r. ,. �,onrad Levy January 6, 1506 Nr. ki a aard Yea Route 125 North Andcve r,-Ma.sstachusotts Dear i1r. You.: The Board of 3foal.th will meet with you on January 12, 356+6 at the Board of floalth Office, Town Building,, at 1 FM, for the hearing you reque-sttd. Youre very truly, Diroctor of Public. HeDlth cc *Ir. L. Co.crad Levy ChIRCt CDP09900A ROUTE 125 NORTH ANDOVER. MASSACHUSETTS TEL. 682-2242 Z ivi ll�S' 6�r�i��eu /Uel � Z�m /-oz- Eli FORTH h �1 i i t E C O N R A D L E V Y& ASSOCIATES t 68 Meriam Street • Lexington, Massachusetts 02173 • Tel. 862-0124, "SURVEYORS AND ENGINEERS SANITARY SYSTEMS - FOUNDATIONS December 15., 1965 Miss Mary F. Sheridan Board of Health North Andover, Massachusetts Dear Miss Sheridan: This is to notify you. *;hat our firm of E. Conrad Levy & Associates has been selected and employed to thoroughly investigate and redesign where and if necessary, the sanitary disposal systems at the China Blossom Restaurant on Osgood Street at Sutton Street. Yours truly, E. Conrad Levy cc: Yx. Richard Yee ECL/gwl a. fD a� io 0 0 POO Form 3811 Apr. 1962 9 O ^ 2 0~ _ wO ^ 07C r.� Am/� w P N Q a 1 O CT '-R O "y 'y fi CL--' a_ a ci n � 2 �.0 CH (D rt p rj o O C+ I 3 O A 7 C - .C7 (7) I f.J 07 C -L w .4-4 Z 3 p OC .0). "� �� JO Z 00 P^ .. ^ .. MO * 'GO O E2 GO Q Q a Dcrc tabs -r 132 1565 ..r. 1-ichaid Y�-u .hina Llorsom : crtnurrnt. 1112 - ;nod .tre t artii •jndov, r, ass c ur-utt" n ' rn c;Lpnir.ati.r of h, sub-suifecu di.snosal SystLn : t t' L .the 'S*s 1 I�st.� .runt, 1112 fod.3 '�ttu�t, , rth enciry-r, s_�;a� f .. frc the s,,s'_� un s i ouncl to t.. `3 o:r' . si OAcc thy, rolmd, tf'.. nl. ti n of r a c u 1, of V'- .,Uti.tJiy '-o e, .13 ado.)t-d ty Vi- .. cscch c,part i,nt o1 .uL?ic •-lth, inraaccord-nc:: ..ith the rovisionr cf' Irnot_i 117, (,cti-;l thy: L -ac u1 or i.: sr., hue.tts and Lny : nd all a: ;,.rc -aunts th., . Ao. :,s t),u ot.nwrs and er occa ants of ti;c p;.;`ti.Ls :.,_Ovu na..-ci yo, a... �� �iy .'ij._. _J to cr.►r,,;ct t;,%. violation Athin 5 dais o.2 re;cLiit of this �.'._I.. d rf Foal-th I -v. �ctf 115 S-t;E art: that ; o _ ta' , i.n::.�aiatL sups to tf. -.porLrily coi x -ct thu conditica , that a cLtn4 n a r' -L! ct..r-r' ..nLins r to thorouthly LnvL. tit.. -.c. thy: b, -t tun .no hat n t Ltdoit, January 10, 1566, h%: SA, -At plans in dJpllcALu to this Eo•.r:,for ap a -ova?,. or a s:a: t..b" u s;. stun- Man L,;proval is nLc. wary t:a*'oz a iaorlc c:,n L„�:in. You ray rLcuent c ;:LLr- nC, ry filing in'- ritinf: to this iso: rd within 7 d,,ys of r ceint of ,his ^FD-R,yo -r m-qa .rt. A co, -,y of Ai-tic',is caclesc:d. Yo rs E t i r tr ii.y, r.ctcr e f otj'tc +c: tth E. -CONRAD 3 LEVY & ASSOCIATES 68 Meriam Street - Lexington, Massachusetts 02173 - Tel. 862-0124 O Mary F. Sheridan Director of Public Health North Andover, Massachusetts Dear Miss Sheridan: SURVEYORS, ENGINEERS, ARCHITECTS SANITARY SYSTEMS - FOUNDATIONS SUBDIVISIONS - ARCHITECTURALS October 4, 1965 Re: China Blossom Restaurant Corner, Osgood & Sutton Streets North Andover, Massachusetts Mr. Richard Yee The enclosed plan and profile encompass the general layout of the above referred reataurant and proposed sewage system. The sump (in this case the wet receiving manhole) capacity is 395.8 gallons. Estimated detention time is 2.6 minutes at ma irm?m loading and 8.1 minutes under normal.expected loading. However, at present rated flow of 17 gallons per minute the detention time would be 23.3 minutes. Design is based on present output plus the addition of at least 108 apartment units in the immediate area adding an additional 32 gallons per minute. Therefore 17 plus 32 equals 49 GPM and estimating an emergency overload of three times design capacity produces 147 GPM or say 150 GPM. lie specify a 91-5 Smith & Loveless DUB-O-Ject set to discharge 150 GPM at TDH of 18.1 feet. Station check valves are as shown on the attached manufacturers data sheet but the force main drain back shall be a 6'I gate valve, hand operated as shown on plan and data sheet and it is to be alarmed to indicated open position of the valve. Electrical specifications shall be 3 phase, 60 cycles, 220 volts current. There will be a KVA transformer in the station for use with the heater.? yt Yours truly, S —np-r f ` E. Conrad Levy ,�' ev a ' i - �a "DU-O-JECT" DUPLEX PNEUMATIC EJECTOR FACTORY -BUILT SEWAGE LIFT STATION GENERAL The contractor shall furnish and install one factory - built, automatic sewage lift station, as manufactured by Smith & Loveless, Division -Union Tank Car Company, complete with all needed equipment factory -installed in a welded steel chamber. The equipment shall furm a duplex pneumatic ejector system, complete with motor -driven compressors, re- ceivers, air reservoirs, valves, internal piping, automatic controls, central control panel with circuit breakers and motor starters, ventilating system and all internal wiring. OPERATING CONDITIONS Each sewage receiver and compre ssor Shall be capable of delivering /75_� gallons per minute of raw, un - screened sewage against a total dynamic head of ,2 Q feet, including static lift and pipe friction. All openings and passages shall be large enough to permit the passage of trash or stringy material which can pass through a 4" house collection system. STRUCTURE The station shall be constructed by the manufacturer in one complete factory -built assembly with three in- dividual compartments. The top section shall be the control -compressor chamber. The middle section shall be the air -storage chamber and shall contain the. valves and piping. The bottom compartment shall be divided .to form two sewage receivers. The three chambers shall be contained in a vertical cylinder or cylinders with the shell made from 4" thick structural -grade steel plate. The intermediate dividers between the chambers and the floor of the receiving chamber shall be ASME flanged and dished heads designed to ASME specifications and of 4" minimum nominal thick- ness withmanhole or handhole openings to provide access. The air -storage chamber and the sewage receivers shall be designed for a minimum of 50 P.S. I. working pressure and tested to 1507o of the design pressure. Where the cast iron pipes pass through the station walls, they shall be reinforced with 4" thick steel sleeves, welded inside and out to the station walls. The space between the pipes and the steel sleeves shall be packed tight with Portland cement grout containing Embecco and sealed to prevent leakage of water or air. The length of the station shall be adequate to place the cover approximately 3' above the surrounding ground, with the bottom low enough so that sewage will flowby grav- ity through the inlet pipe to the receivers. Welded to the bottom of the structure shall be a supporting base assembly consisting of four (or more) reinforced legs with generous pads. The cover shall be of the hinged type with suitable drip lip around the edge and shall be epoxy coated with a reflective color to reduce heat absorption. A cover handle and a simple, dependable locking device which can be opened from the inside with- out a key, shall be provided. SPEC. 616-5 V ?� y The access ladders in the control -compressor chamber and air -storage chamber shall be provided with rungs welded top to bottom on 12" centers to steel side -rails which shall be welded to plate brackets welded to the cylinder wall. Lifting lugs shall be furnished for unloading and erection at the job site. WELDING All steel structural members shall be joinedby electric arc welding with fillets of adequate section for the joint involved. All inserts for pipes, etc. shall be welded inside and out. PROTECTION After welding, all inside and outside surfaces of the AGAINST CORROSION structure shall be blasted with steel grit to remove rust, mill scale, weld slag, etc. All weld spatter and surface roughness shall be removed by grinding. Immediately following cleaning, a single heavy inert coating shall be factory applied to all inside and outside sur- faces prior to shipment. This coating shall be of "Versapox" epoxy resin especially formulated by Smith & Loveless for abrasion and corrosion resistance. The coating as applied shall be 100% solids material and shall contain no solvents. The dry coating shall contain a minimum of 8576 epoxy resin with the balance being pigments and thixotropie agents. A touch-up kit shall be provided for repair of any scratches or mars occurring during installation. This kit shall contain detailed instructions for use and shall be a material which is compatible with the original coating. The dry touch-up coating shall contain a minimum of 857o epoxy resin. Two 17 -pound packaged magnesium anodes shall be provided for cathodic protection and shall be buried on opposite sides of the chamber during installation and securely connected thereto by heavy copper wire in good electrical contact. AIR COMPRESSOR The motor -driven air compressors shall be of the air- cooled piston type with V -belt drive and shall be pro- vided complete with intake filter -silencer. The compressors shall have an auto- matic unloader which withholds the load from the compressor until the motor has reached full speed. The pistons shall be of aluminum or semi -steel, fitted with three compression rings and oil control ring. The drop -forged crank shaft shall be perfectly balanced with integral counter weights. The main bearings shall be Timken roller bearings. The cylinder and cylinder heads shall be cast of nickel chrome, and all iron with deep cooling fins. MOTORS The compressors shall be driven by ," HP, 1750 RPM,_ Phase, Cycle, �a v Volt, horizontal, shielded, drip -proof, ball bearing, electric motors. The motor shall be 400 C. rise, continuous -duty type with 15016 service factor. SPEC. 616-6 CONTROL Major items of the control shall be mounted within a common Nema 12 type enclosure with oil -tight "hand- off -automatic" compressor switches for the compressors and three-way "test -on- off" electrode switches to permit testing of the ejection cycle in each receiver by initiating automatic ejection of the sewage, all mounted in the panel door. An auto- matic tcontrol system shall be provided for the compressors withpressure switches connected to the air reservoir. An automatic alternator shall be provided to re- verse the sequence of operation of the compressors on each new cycle. Both com- pressors shall run inparallel if required. Thermal -magnetic circuit breakers with dead front shall be provided both as disconnect switches and to provide over -current protection against short circuits or grounds of the motor branch circuit conductors, control equipment and motor. Magnetic across -the -line starters with thermal over- load protection and under -voltage release shall be provided to operate and protect the motors. "NO -FAIL" ELECTRODE The duplex pneumatic ejector shall be equipped with SYSTEM (Pat. Pending) a "No -Fail" Electrode System as manufactured by Smith & Loveless, Division -Union Tank Car Company, Lenexa, Kansas. Each receiving pot of the duplex ejector shall be equipped with a single high-level low -voltage DC electrode system. Each electrode system shall be complete with a specially designed liquid level sensing device to actuate the solenoid valve when the sewage receiver is full, thus closing off the vent line and introducing air under pres- sure to force the sewage out of the discharge line. Energizing the solenoid valve shall also energize a clock -type timer, readily adjustable to control the length of this discharge cycle. At the end of the time cycle, the electrode system shall be returned to.its initial state by de -energizing the three-way valve, thus cutting off the air supply and opening the vent. A warning light for each electrode shall be provided on the control panel to indi- cate when the electrode has shorted or grounded. Should one or both electrodes be- come shorted or grounded, the control system shall de -energize the three-way air valve at the end of the discharge cycle, cutting off the air supply, venting the pot andallowing the receiver to fill. The system shall provide for each ejector to con- tinue to cycle through its alternate fill and discharge periods despite the electrode being shorted or grounded in one or both ejectors. The electrode probes shall be of aluminum pipe with a stainless steel contact and shall be protected from fouling or grounding by a continuous, inert jacket of high dielectric strength and low moisture absorption. The electrodes serve as the air - supply pipe to each sewage receiver, so that they will be blown clean of conden- sation, etc. on each cycle of operation and shall be removable. NOTE: This electrode system should be specified directly without the "or equal" phrase because it is the only electrode system to date that assures positive opera- tion, even when the electrodes are shorted or grounded. SPEC. 616-5 -4- VENTILATION Ventilation of the control -compressor chamber shall be provided by outside air, drawn in by the compres- sors and circulated by the air-cooling fan built into the compressor pulleys. The air intake shall be covered with a heavy screen. A fixed clearance beneath the flanged cover and the top of the chamber shall permit the cooling air to escape, cooling the lid in the process. With each compressor horsepower of 10 HP and greater, an exhaust blower with a capacity of 250 CFM at 1/8 inch static pressure shall be pro- vided. This blower shall run when the compressors run. LIGHTING A portable light shall be installed adjacent to the con- trol panel in the upper or equipment chamber.. The light shall be provided with sufficient cord length to allow complete visual inspection of the middle or air storage chamber. SUMP EJECTOR On each cycle of operation, moisture accumulating in the bottom of the air chamber shall be removed auto- matically by being expelled into the sewage receiver with the air being used. PIPING The sewage influentlines shall be � inch Class 150 cast-iron pipe with mechanical joint bell outside the pump chamber. �� inch bronze -fitted check valves and double -disc gate valves shall be installed in the influent and discharge lines. The common discharge outlet shall be 6 inch, Class 150 cast-iron pipe with a mechanical joint bell just out- side the pump chamber. Valves shall be provided so that the receivers can be con- nected tothe compressors directlyto permitautomatic operation with the air reser- voir open for inspection. All air piping shall be of corrosion protected steel. WIRING The lift station shall be completely wired at the factory in accordance with National Electrical Code. All wiring shall be in rigid conduit, except for the flexible, steel conduit used to connect the motors and the electrode holders to rigid conduit. FACTORY TEST All equipment in the lift station shall be factory -tested upon completion to eliminate excessive vibration or leaks in the piping and to assure proper operation of the automatic control system and all auxiliary equipment. EXPERIENCE AND The lift station shall be the product of a manufacturer WORKMANSHIP with a minimum of five years of experience in the design and building of automatic, factory -built pneumatic lift stations and all workmanship and materials shall be of the highest quality. SPEC. 616-5 -5 - MANUFACTURED Certain equipment and materials, deemed most suit - 'EQUIPMENT able for the service anticipated, are specified in these specifications and on accompanying drawings. This is done to assist the contractor in the preparation of his bid on the basis of the parti- cular equipment and materials specified for the purpose of determining the low bid and is not one to eliminate others equally as good and efficient. The awarding of the contract shall constitute a contractural obligation to furnish the specified equip- ment and materials, unless the contractor desires to follow these procedures: After the execution of the contract, substitution of equipment of makes other than those named in the contractwill be considered for one reason only: That the equip- ment proposed for substitution is superior or equal in construction and/or efficiency to that named in the contract and that such quality has been demonstrated by at least five years of service in similar installations. Should the contractor obtain the engineer's approval on equipment other than that for which the plant was originally laid out, the contractor shall, at his expense, make any changes in the structures, buildings or piping necessary to accommodate the equipment. It will be assumed that the cost to the contractor of the equipment proposed to be substituted is less than the equipment named in the contract and if the substitution is approved, the contract price shall be reduced by an amount equal to the savings. 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Q > a> a o Z a U dN Q� ��s E�t `t -u a 0 s s u 0 a) or H y a} a- ... c a .n 0 O o E >..a� y 0-0 C =� u C ° y 'y C •' a s i - .0 a u° O C u N O 0 a u` u ,a N ,0 C N " a) aL U d9 e u c c y> 0- E- u 0 ai s d 0} 0 a1 C a o E' d O) O u .- Z O 6 •� � V U C O -u U C 7 `6 s Cr a) o F 3 _m a° o a, 0 u s a u p N 2 -c �"O '- u a N s L a) d O) i S o •0 1 7 C •� C •`y o 0 a) oy _� m a 0}LL 0u o??= cE o = So oC 0 @a` FROST -PA COMPRESSOR SELECTC DIRECT AIR OPERATION "TEST -ON-OFF" ELECTROI AIR PRESSU PORTA PRESSURE CONTROL SWIT, "NO -FAIL" INDICATING LIG "NO -FAIL" TI ACCESS LA FLEXIBLE PI ACCESS MANHOLE TO VALVE—A HOLLOW ELECTROD DISHED HE/ MAGNESIUM ANODE P AIR RESERVOIR d VALVE CHAt AIR PIPE d ELECT$ ACCESS LAI INLET GATE VALVES MECHANICAL JOINT INLET CONN TO GRAVITY SEWER INLET CHECK VI ACCESS -INSPECTION HANDHOLES TO RECEIVERS d HOLLOW ELE SEWAGE RECEIVER NO. 1 SUPPORT LEGS Ll 0 STATION IDENTIFICATION PLATE Qs n �_ p ego O i��i�7 Q m .� (r�v�o 1P e9 C. A .a e% A L 30 FL (D (� (p `,� p < in G 'a o 3 rt p N m Q ;i�2 C=Cp CL d uCi � 3 ^J J" -0 = Q � IDD Z y a C 3 "n CL O (Q n (Q Q -1 A. N 3. c r X3tA 3 Q(D(`DD _ 3 w e , mrrs �0 Q -0a ep v o a eo m v, -� to .- D Q N o o a y '- C S -� Q Q �. m A n u -m `G S3 n O O-� � _« c 3• eo ? m 3 C S m� O— m cQ m Q =r; n v, s 7'^, m= Q- n j Q 3 S n -(D n _3 C (p y Q S m c) —_ (Q (A [m1 Sx Cc) Q :r s '^ m 3 O -. O �+�3 C' :^Q�Q3 Q • Q = c QQ(°Q� SQtAm, om o ao m Q Q c m .n-. f Q_ c � v �, o a e : p a Q Q c <m i+ m co '0 O 0 0 0 c. -i rt , 'ai m (Q o m n 3 �, m m 3 Q Q m 3 rr 0 o m .- , mCIL � � v, CD CD ep fl- C n :3C G = N H P1 y Q 3 S (D 3 C Q Q - N _- CGA rt A Q -� Q O n0= n � x Q 3 O `, m 3 cr s -O 3 3• Q S -f � O S m c°m (QO �T 3m Q_ i gy r SS COVER fY SUPPORT COVER LIFT :NED AIR INLET VER AIR VENT THREE-WAY AIR VALVES AIR COMPRESSORS MOTOR -COMPRESSOR MOUNTS MOTORS LOOP CING GUSSET—WALL SLEEVES D WALL SLEEVES IICAL JOINT DISCHARGE OUTLET GE MANIFOLD—NO.2 RECEIVER :GE MANIFOLD—NO. 1 RECEIVER GE GATE VALVES GE CHECK VALVES COATED EXTERIOR 8 INTERIOR HEAD RECEIVER NO. 2 RECEIVER PARTITION PLATE LIFTING EYE DISHED HEAD CUTAWAY VIEW July 6, '1565 Mr. herburt D. lickfzrson, `'intri:ct Lngineer :Iorthc,=stern District iaalth Office Tet�kstar�, ti^S8 •C: �1c�t�S Dear .jr. ,ickurso-a: inclosed is a copy of a lutt<sr from iir. Yee of tho china ' .3losson 1 c;staur+nt, Inc., eonderning their subsurface disposal systen. sir. "uffy ha- been away fro few weeks and I have not been able to gvt a.rf informati-, cn,icerns ,g tho probability of public s -..-.r ccnnections for this area. China Blossom Restaurant has been open since June 23, 1;65 on a teriporgry pu-.mit and cf this dute no seepage has been noted •gfrom their system. At their meeting on Juno the; 30th, the Board toted that the restaurant mey continue to use this system until or unless it fails .to function.and that public set-:er connections will be accomplished in tie; very near uture. The Board sincerely hopes this gill ;aeot your approval. Yours very truly, Diresctor of Public "calth Julius Kay, M.D., Chairman George E. Jewett R. George Caron Date: 1/12/65 1 PM Present: BOARD OF HEALTH NORTH ANDOVER MASSACHUSETTS IE, ARING TEL. MURDOCK 2-6400 R`f: Sub -surface Disposal China Blosm m Rest. Requested by: Mr. Yee,MCa. Richard Yee E. Uonrad Levy, Engineer for China Blossom George Jewett R. George Caron Bo«rd of health M. Sheridan ) Mr. L vy brought alternate plans and explained them (correction of violation) 1. He refe=red to a plan submitted on 10/4/65 This plan was to enter sewer or. Sutton St., which had be rejected as sewer was not to be enterederSDPH until a survey. 2. Her proposed to use a elan submitt.�d by Western & sampson 1955 which shows a field called "future expansion field" which has not been utilized and proposed to open this field and that in his opinion the present field which is a parently plugged (draine lines) as overflow is at the dist. bos would re- juvinate itself. Hearing adjurned: Bd. reserved its opinion. BOARD OF HEALTH NORTH ANDOVER MASSACHUSETTS 01845 Julius Kay, M.D., Chairman George E. Jewett R. George Caron Mary F. Sheridan, R.N. Director of Public Health ell=-- -- ;��ORtOQ,gr�O APRtL7M 1855 TEL. 682-6400 zz L "'- //'�? :5 - 43 - Vl J ,tF<Y a GEORGE H. SANFORD. CHAIRMAN JOHN P. THOMP30N RAYMOND J. CANTY, CLERK iNoPrh o TOWN OF NORTH ANDOVER, MASS. zo o..''+ WATER, SEWER, PARK, PLAYGROUND AND SCHOOL GROUNDS DEPARTMENTS SSACHUS SUPERINTENDENT AND ENGINEUR JOSEPH J. BORGESI November 4, 1977 China Blossom Restaurant Osgood .'treet .:ort:: Aildover, .:ass. 01845 Dear ::ir: As a result of a visual inspecl;i_on, it has come to our attention that the sewage disposal system at your facilities are not functioning properly and than pollution of our water supply is immineat. Therefore, this is to officially notify you that if remedial action is not taken immediately legal action will be forth. coming. Thank you in advance for your prompt attention to this .natter. Very truly yours, BOARD OF PUBLIC WOI-< KS By z9 Cuperil��endent ose�h Bores JJ B/,:r r. James D. Noble. Jr Clerk John P. ThomPrron, Chairman Rft"W d J. Canty,_ TOWN OF NORTH ANDOVER, MASS. On BOARD OF PUBLIC WORKS WATER, SEWER, PARK, PLAYGROUND AND SCHOOL GROUNDS DEPARTMENT SUPERINTENDENT AND ENGINEER °••••• •"�� JOSEPH J. BORGESI ss,4c use TELEPHONE 887-7084 November 6, 1985 Mr. Richard Yee China Blossom 946 Osgood Street North Andover, Ma. 01.845 Dear Mr. Yee: The sewage di..snosal system for your establishment has apparent1v failed once again on October. 28, 1Q85. Enclosed, please find a copy of our letter to you dated October 1.5, 1.985 regarding the same pr.obl.em. The Board of Public Works would like to reiterate the fact that this condition cannot be allowed to persist since the overflow is tributary to Lake Cochichewick, the source of our public water supply. Very truly yours, (BOARD OF PUBj4C W,O IKS �0�j- B gesi, S t. .JJB :1 h enclosure cc: Board of Health El BUSBY CONSTRUCTION CO., INC. POND LANE ATKINSON, N. H. 03811 ( 603 ) 362-4650 June 20, 1983 Town of Forth Andover Board of Health 120 main Street North Andover, MIA 01815 Gentlemen: On June 7, 1983 Busby Construction was contacted by China Blossom Restaurant to investigate a drainage problem. On June 8 we proceeded to excavate a portion of the parking lot to find a 4" perforated pipe encased in stone. The pipe and stone was excavated and disposed of. The trench was re- filled with gravel. This trench was followed to a grease trap drywell arrangement that was pumped, crushed and back- filled with gravel. This seems to have eliminated the problem. We also dug up -the old line in the new manhole, removed it, and concreted the openings. The above is a brief summary of the work performed on behalf of the China Blossom Restaurant. All work was observed by the field inspectors for both the Board of Health and the Board of Public Works. Sincerel- Philip A. Busby, cc: North Andover, Board of Public Works China Blossom Restaurant Charles W. Bowman BOARD OF HEALTH NORTH ANDOVER MASSACHUSETTS Julius Kay, M.D., Chairman George E. Jewett R. George Caron CONFERENCE Date 1/19/66 AnuL71V 1855 : TEL.. MURDOCK 2-6400 hLg: China Blossom Present: Mr E. Conrad Levy, Lngineer for China Blossom H. Nickerson, Dist. San. Eng. Mr. Tarbell, Ass. San Lng. J. Kay, M.D. R. Geo. Caton Geo. Jewett M. Sheridan Entrance to Sutton St. Sewer exploited and as an emergengy measure the question was reaised as entrance regardless of past reasoning. Mr. N. and T. confirmed statements of Aiss. S. that until survey report of area, no entry could be made to Sutton St. Sewer. Plans on file were discussed and in order to give temporary relief to a violation now existanta final decision accepted by all was to rebuild old field and utilize NIN field shown on plan 1955 as proposed for future expansion. Mr. Levy will prepare plans for this. Conf. Adjirned. j Q -IL rte.• V 14cf,L °moot Cain, ,Ioz!-cm Re k.ur. nt s t!__ Iu"a ;'1213.^..7 Iso i.hlf�y ,'M'th k+disdo s r4 ., l �.ti 1.-chuv ;t.tSf Jacr I r, f'fyt 7aiD is to for=uI_,;,r notiry you tilet Hcnry Q10latto and ;;cn~; C0.0 ane* R ,Itrcct, ..:thin b vc bccn chozon a:� cmtrzct- oro Cor the rbOv*c. rihOY Vill ij uo a ccrtificato 0 incur4ncsc cnd bond 4bo ccntrcct. I hopo too, choice t 1th ; cur ajlprc-,ra't. sce you coon. You= truly, . Conrad kvy eel :3.11 blco j:.: ccl t.rc.nt, : hrriL ;n, i.oej: h i_lc:..r""vcx .-;irst=nt M_ "61io ,i: ,,xth i 1 E. C 0 N R A D LEVY g ASSOCIATES 68 Meriam Street • Lexington, Massachusetts 02173 •Tel. 862-0124f " SURVEYORS AND ENGINEERS YSANITARY SYSTEMS - FOUNDATIONS March 1.4, 1966 Mary F. Sheridan Director of Public Health North Andover, ha.ssachusetts .Dear Miss Sheridan: Transmitted herewith is the revised design of the sewage lift station for the China Blossom Restaurant, Inc., that we believe to be compatible in every way with all depart- ments concerned. Respectfully submitted, E. Conrad Levy ECL/gwl REPORT ON CHINA BLOSSOM SEWERAGE COMPLAINT 11/14/77 Complaint discovered and reported by Board of Public Works This report was brought before the Board of Health at the Nov 7, 1977 meeting On Nov 8, 1977, Leonard Phillips talked to Mr. Borgesi and obtained the following information: 1. The entire building (kitchen and restrooms) is on sewerage 2. The cause of the complaint was due to the ejection station malfunctioning. This mal- function is due to grease build-up. The malfunction also resulted in effluent backing up into a manhole and overflowing. 3. The situation as of this date is in the process of being corrected as quickly as possible, pending the arrival of repair parts. Leonard Phillips, Engineer James D. Noble, Jr. Clerk John P. Thompson, Chairman Raymond J. Ca*.r TOWN OF NORTH ANDOVER, MASS. BOARD OF PUBLIC WORKS WATER, SEWER, PARK, PLAYGROUND AND SCHOOL GROUNDS DEPARTMENT SUPERINTENDENT AND ENGINEER ,~��•.. �'"� JOSEPH J. BORGESI NUs TELEPHONE 887-7984 October 15, 1985 re4,e t c b,cmc, Mr. Richard Yee 4115. KIT ., F� ` 1 China Blossom c4 r (y qr&;5_/ To 946 Osgood Street 6*r�" 11�014i1 North Andover, Ma. 01845 �rdSe TTc p-- N�� Dear Mr. Yee: Imes ' As the supplier of water from Lake Cochichewick, the drinking - water supply for the Town of North Andover, the Board of Public Works hereby notifies you that on October 10, 1985, the run-off from your parking lot was tested to contain a large amount of fecal bacteria which was flowing into the catch basin which drains into the lake. This is a violation of paragraph (e) section 21 of the "Drinking Water Regulations of Massachusetts". Your prompt attention to this matter has been greatly appreciated, and because a more permanent method of discontinuing this run-off from entering the lake must be provided, I am suggesting the following engineers to assist you in designing a new and adequate system. In the meantime, the Board of Public Works and the Board of Health requires that you pump the holding tank more often as this overflow is not acceptable. I would also appreciate an approved set of plans for our files. Engineers: Christiansen Engineering Co. 114 Kenoza Avenue Haverhill, Ma. 373-0310 Cyr Engineering Services Inc. 234 Essex Street Lawrence, Ma. 686-4924 Kaminski & Assoc. Inc. 200 Sutton Street North Andover, Ma. 687-1483 cc: Board of Health Very truly yours, BOARD OF PUBLIC WORKS Linda Hmurc i_ak Water Analyst 70 s S/tel. Arl Y U � qQ d I 3 f � � f �_ P y� •r1 aS1k u - � , 1 ' Q ,, ,41'N21 ..44-.► IBS zr ... ... a J �1p'� ,p August 1„ 1955 Mr, b. C. Itostandin Osgood Stmt Horth kidovers lAssachusetts Dear iir. Rostandin: The State Oepartnent of Public Health has recently completed a sanitary survey of the watershed of Lake Cochicheui.ck, the source of eater supply for the tarn of north Andover. This report states that on your prcmises at ImMarles: Steak Houser, there exists eAn overfloving cesspool discharging into a store drainage system on Osgood Strcet, which discharges onto the watershed of Lake Cochiche-vd.ck, a violation of File 2", of the Rules and Regulations adopted by the State Department of Public Health in 1912, for the purpose: of preventing the pollution of the waters of Lake Cochichew ck. A copy of the rules is enclosed. Yonuave hereby notified to correct this violation imediately Should you care to discuss the matter further or obtain any additional information heretofore, please consult the Borth Andover Board of Health. Yours very truly: BOARD OF HEALTH By� Mary F, Sheri n, A—g— .En.c. �-911,308. X0.1 F i B, BOSTON THE COMMONWEALTH OF MASSACHUSETTS 3i, MASS. 511 arler s, dater C-3=0 d akeriZ31 d DEPARTMENT OF PUBLIC HEALTH December 10s 3954 sewage 1;,Wcsal at marlev s Ltuak douse - pply ►.ltd, -tit t.sposal ra©il:.ti s of your restaurant disclosed -rice) nt those facilities aro not adequate and amt la orflufsnt of a s ptio tan's overfl dng onto surface or the ground and eventual. to a �t ►irw dlsoharg� on the wtterbhe r Lake 000c,q chevjck# also Ima n Creat Pond, r e scumo . of water supply for the town of North An er. ;0 o discha a oil raw or partially trc c onto this Wxersl�ed is � �� ©lat�;on +e 11 d reSulationa adopted under data � i for the ss.n.itarj protection o lers cf reat gL���.�agr& and the apaorws/yaf t 110 $pao, .rn� yt. is a rrals'sAi ce and a danger � o t ubu r s�tJ,�+6, 1w" � i The Department ra 21mt you refrainfroom the pollution Cochichowick and recomends that you rat sumic€3s of an c Zinc r akl-'llC:;a n of di poaal to desp and supe r° . the c true can of ade x�to disposal works to rvo the premixes. Pler� tho construction of wavits t pant mu0=11as th&t all liquid es to a ected in the exlst t:' facilities and car a, r disposal tiff the Vatj�:Tc6 of Lakya Coc wiC: a ummer approved by the *y board or 40,,p, 01, -fort a nd.ovar* w lens rcx laa construction off" adcigo i sew. o d anal Fac Zt�.es should s .witted ou Who L� c�,2/y bio Ua a and er �:i1�ejy Boare,gy� ay/�y'�y# {�a�;��t)��i}�Q.��+ I�y� crt�� Ant.."over G Li k � t+a Rtment f o �. d i� cQ i3+bV] W��p�4 V�[l l i �::jq requests that It to ae--V.1ZC-d- latjve to 7cur notion In Clime :aatte . Mzpect%slyo C.- Lcnrd of Kota uortli Andover C -Board o;V Publio '.^ r xiortlli And3v�r 'j,/&Fl, UlK -1 Oo :Mn all .824:1 V XOTLOff WOII '-TATa MA 18 I I I I i i ri i ri i� ri r'I ri I � d••+ I O I' I I •1 I 1 I I I 4i •V o I I � i I i i Q I \v) a � a� U \� rA V P cd 3 s cCC OG �� "0 A P oz v �c � a c a a p H w 'O M O u I I I 1 1 1 ------------------------ ------------------------ ------------------------Laoog IPLIA1 ---------------- It « ------------------------ 4 tt ------------------------�JOOU IuuM ------------------------ tt I ---------------- << ------------------------LJOOU ILNM ------------------------ 11 It ---- --------------------- tt It ---------------------- ---Laoog IuuM ------------------------ ------------------------ ------------------------LaoOU IVLIM ------------------------ ------------------------ ------------------------LJOoll IuuM ------------------------ tt tt ------------------------ tt It ------------------------Laoog TNAN -------- �-? ---- ssc)jppv -/�TagLunld JGIsuT/\l IO aanluufis tiY� Y ----------------- SnoaNV'i'IgOSIYAI ------------Z,/WUW AWII ------------it « SMNIS d0'IS ------------it It ------------L AuuyNl AWI-1 ------------ S iVNI2If1 ------------<< it ------------1,AiUN A4,OH ------------ « tt SAVIIJ, HSVM ------------ it It ------------ LXU'B l ANOH ------------ << << SXNIS ------------ << It ------------LXuuJ/V AWH ------------ it SHIHOJ VAV'l ------------ it tt ------------LXuuW MOH ------------it << Sgfli, H1.Vg ------------ -----------------------L SUPW MOH ------------ L SJlHSO'IO UHJIVM mum sni nim -------------------------- LjaqwnN patalsi.'c�aU st.xagLunld aalsUlAl --------------------------------------------------P 1------------------LssaappV puu aaquznld TO OWBN ----------------------------------------------- r- ------------------ LssaappV puu aapl{ng to awuN -------------- -- ��- -- -- y------o/--(o -------------ssaappV puu IaallLpav Io auzeN --------------------------- ------------------------ .-----------------LssaappV puu aaUA%o IO auzuN --------------------------------------- -/ ----------------------- - j )------Lvulpling pt0 ao MaN -------------------------------------------------------------------LuogPJ@llu ao fuiquznld MON ---------------------------- Llulaaluw---------------------------- V � s��----L2ulpl{ng Io aanluN --- ---------------------------`�, -- - ---------------------- �7 uolluaoZ - - JNiGyqnld ®(l 01 11V4213d S®3 N®I1V:)1 IddV •uotl:)adsul puil xQ; cslo patlgou aq }sntu zolaadsul buiquxnld •uoilisod ui paonld am q}tmazagl suoiloauuoa llo pun sadid }uaA pun uinzp tlios uagm pax;!4ou aq }snuff 1040adsul butquznld aq} pua •9znssaxd xapm &q palsa} aq Isnux Hzom I1V �L\ Commonwealth of Massachusetts City/Town of 1 1 2Q12 System Pumping Record NORTH ANDOVER Form 4 ` y DEP has provided this form fQr use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important: when filling out 1. System Location: !/ Corms the U — -- — computer, use —. ��----- - only the tab key AT ss to move your Ado-V�,/�-��c� ..-. ._ .. ... _...._. _ _.... Zip Code - cursor - et not Cityr�own Slate use the return key. 2 Sys m Owner: SSC yy� Name 1 -.. ..._ .. _ _.. � Address (i(different fror7 location) 6. System Pumped By. - ---------- Name Company 7. Location where contents were disposed: -- - - ---earth Source Inc.------ Broadway-- - Signature ot►ta -(Vnham, MA 02767 Signature of Rjeceiving Facility t5form4.doc• 03/06 �1gSyvLA._ - - - Vehicle Licen�_se N tuber Date Date System Pumping Record • Page 1 of t CitylTown State Zip Code - Tefepho B. Pumping Record 1. _ �-.�.�., Date of Pumping Date �a-- 2. Quantity Pumped: - Gallons 3. Type of system: ❑ Cesspool(s) E?Septic.Tank ❑ Tight Tank Grease Trap ❑ Other (describe): -- - - - --- 4. Effluent Tee Filter present? ❑ Yesa?�-No If yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. System Pumped By. - ---------- Name Company 7. Location where contents were disposed: -- - - ---earth Source Inc.------ Broadway-- - Signature ot►ta -(Vnham, MA 02767 Signature of Rjeceiving Facility t5form4.doc• 03/06 �1gSyvLA._ - - - Vehicle Licen�_se N tuber Date Date System Pumping Record • Page 1 of t RECEIVED JOYCE BRADSHAW TOWN CLERKN°RTM NORTH ANDOVER °F <„f° '°""o PIAN Z 12 29 F0 DA.TfD .PP`y.(G SSACHUSES TOWN OF NORTH ANDOVER MASSACHUSETTS BOARD OF APPEALS NOTICE OF DECISION Any Appeal shall be filed within (20) days after the date of filing this notice in the Office of the Town Clerk Property: 946 Osgood Street China Blossom Date: January 21, 1997 946 Osgood Street Petition: 041-96 North Andover MA 01845 Hearing: 1/14/97 The Board of Appeals held a regular meeting on Tuesday evening, January 14, 1997 upon the Variance application requirement of Section 6.6 paragraph 2, in the GB District of the Zoning By Law. The following members were present and voting: Walter Soule, Raymond Vivenzio, John Pallone, Scott Karpinski & Ellen McIntyre. The hearing was advertised in the Lawrence Eagle Tribune on December 27, 1996 & January 3, 1997 all abutter were notified by regular mail. Upon a motion by, Raymond Vivenzio, seconded by John Pallone the Board voted unanimously to Grant a variance under Section 6.6, paragraph 2, for the renovation of the existing sign and for relief of the required front setback of 101. Voting in favor were: Walter Soule, Raymond Vivenzio, John Pallone, Scott Karpinski and Ellen McIntyre. Petitioner has satisfied the provisions of Section 10, Paragraph 10.4 of the Zoning Bylaw and that the granting of these variances will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning By law. Note: The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a Building permit as the applicant must abide by all applicable local, state and federal building codes and regulations, prior to the issuance of a building permit as required by the Building Commissioner. Board of Appeals, Wil iam Sullivan, Chairman c WATERSH 1. Name R/*uc t 2. Street Address D RESIDENTS QUESTIONNAIRE 3. How many members are in your household? 4. 2 What type of sewage disposal system do you have? ❑ cesspool ❑ septic tank and leaching area 2' connection to municipal sewer ❑ other (describe) ❑ do not know 5. Are the plans (drawings) for your sewage disposal system on file with the Board of Health? 1K yes ❑ no ❑ do not know 6. How old is your sewage disposal system? R' 0-5 years ❑ 6-10 years ❑ 11-20 years ❑ over 20 years ❑ do not know 7. Has your sewage disposal system been rebuilt or repaired? 52- yes ❑ no ❑ do not know If yes, approximately how long ago? /no.;ASears. What was done? 8. How frequently is your sewage disposal system pumped out? ❑ annually P147nffi( 1 ❑ every 2-4 years ❑ every 5-10 years ❑ over 10 years ❑ never 1 9. Have you had any problems with your sewage disposal system? ❑ yes k no If yes, what problems? ❑ repeated pump -outs needed ❑ system clogs, backs up, or drains slowly ❑ odors ❑ sewage surfaces through ground 10. How many of each appliance are connected to your sewage disposal system? washing machine V, dishwasher t/ garbage disposal dehumidifier drain sump pump toilet roof/pavement drains showeribathtub 11. Please state the rand and type�liq uid Do powder) of detergent you use for: dishwasher) i�05(!/2 / u'Aa clotheswasher 12. Does your property have a lawn? 02/ yes ❑ no If yes, approximately what size? ❑ less than 1/4 acre EV 1/4 acre ❑ 1/2 acre ❑ 3/4 acre ❑ 1 acre ❑ more than 1 acre (Specify) acres 13. How often do you fertilize your lawn? n? No. of applications per year Season(s) of the year 14. Please state the brand and type (liquid or granular) of lawn fertilizer you use: IV Check here if your lawn is maintained by a professional landscape contractor. r� 1. an 11 11 r do 2. :; i.et Ad6ress �4_ �'�SytiCf .S EE - 3. -N, many members are in your household? 2 4. ; ` tape G! sewage disposal system do you have? -sspa:l -ptic tank and leaching area �rtnection to municipal sewer .her (describe) o not know 5. the plans (drawings) for your sewage disposal system on file with the Board of Health? -es ❑ no ❑ do not know �i. • old is your sewage disposal system? R_ 0-5 years ❑ 6-10 years ❑ 11-20 years over 20 years ❑ do not know 7.. your sewage disposal system been rebuilt or repaired? les ❑ no ❑ do not know __ttyy •s, approximately how long ago. 5- OnT�syears. What was done? acv frequently is your sewage disposal system pumped out? ❑ annually11 every 2-4 years ❑ every 5-10 years ❑ over 10 years ❑ never ave you had any problems with your sewage disposal system? ❑ yes 94" no ves, what problems? ❑ repeated pump -outs needed ❑ system clogs, backs up, or drains slowly ❑ odors ❑ sewage surfaces through ground 10. rw many of each appliance are connected to your sewage disposal system? ec:iing machine �/ dishwasher t/ garbage :disposal t t;umidifier drain sump pump toilet All, o`/pavement drains showerlbathtub 11. ease state the rand and type Ali uid ny powder)'of detergent you use for: t shwasherO/"IOS(!/Q e .otneswasher 12. your property have a lawn? M/ yes ❑ no :F yes, approximately what size? 1 less than 1/4 acre EV '/4 acre ❑ '/s acre ❑ 3/4 acre ❑ 1 acre ❑ more than 1 acre (Specify) acres 13. ' ow often do you fertilize your lawn? . of applications per year „_ :,on(s) of the year 14. .',.Ease state the brand and type (liquid or granular) of lawn fertilizer you use: _ Chwck here if your lawn is maintained by a professional landscape contractor. 414 NORTH ' L Ot �<?`1O 'a ti0 0 Y � y Y i • DATE /&q CA BOARD OF HEALTH 416. 120 MAIN STREET TEL: 682-6483 NORTH ANDOVER, MASS. 01845 Ext. 32 or 33 APPLICATION FOR DUMPSTER PERMIT PURSUANT TO SECTION 31A AND 31B OF CHAPTER 111 OF THE GENERAL LAWS, AND RULES AND REGULATIONS OF THE NORTH ANDOVER BOARD OF HEALTH TO THE BOARD OF HEALTH: Application is hereby made for a permiitt -to maintain a dumpster on property located at r� ® ��� ✓'('�� in accordance with the Rules and Regulations of the Board of Health Check use: ( ) Residential use ((� Commercial use ( ) 30 day temporary ( ) Annual Name of applicant: Owner of property: �'�- �52 &IC f /� &s Telephone number:_ On the bottom half of this form, please sketch an outline of property, showing the proposed location of the dumpster. Give distance from dumpster to other buildings and lot lines or boundaries. Use back side if additional space is needed. 'jV Os00� 56c� Please return this application with aVfee of $10.00 ($5.00 for temporary permit) to: Board of Health, 120 Main St., No. Andover, MA 01845. LAWRENCE SAVINGS BANK LAWRENCE, MASSACHUSETTS III DO b 2 1 211' 1: 2 b L 3 7 It. 3 40: 88 900 ?013 411' 11 REMITTANCE ADVICE 53-7143/2113 `• CHINA BLOSSOM, INC. 946 OSGOOD STREET 1212 NORTH ANDOVER, MA 01845 (508) 682-2242 (t `I' I �..,. '� ! r �..•,,, Lam., :I PAY - i DOLLARS TO THE ORDER OF DATE CHECK NO. CHECK AMOUNT Iff I GUi LAWRENCE SAVINGS BANK LAWRENCE, MASSACHUSETTS III DO b 2 1 211' 1: 2 b L 3 7 It. 3 40: 88 900 ?013 411' s.• NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS $1 no 1 TOWN NORTH ANDOVER --------------------------------- of------...N_--------------- --- ---- --------•------•-------- This is to Certify that----------China. Blossom,_ Inc. NAME .... 9.4.6 --- Osgood---S tree.t ,----North---Andover-,----iA---O-1$45---------------------------------------------- ADDRESS !' IS HEREBY GRAFTED A PERMIT ` f For Maintain one (1) dumpster --------------------------------------------------- ------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ......................................................................................................................................................................... This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires ----- D-ecemher-... 3-1.,---.199.1.............unless sooner suspended or revoked. ------- Augu.1 t---15 -.-------------- y --------------l��A ....... --•--•--•-- -----•-- ----- ------------------ FORM 451 HOBBS & WARREN, INC. �T, _ �/�•,� I 0 Contract Provisions Construction of Sewage Facilities China Blossom Restaurant, Inc. Horth Andover,, Massachusetts GENERAL PROVISIONS 1.1 The scope of this part of the contract covers the construction of the new 6" Vitrified Clay sewer (.Article 2.16')from 5 feet outside of the restaurant building to and including the construction of the standard 4 foot I.D. maD- hole,, and from the manhole, the construction of a 4" C.$. force main to the southerly sideline of Sutton Street. 1*2 The scope of this section covers the construction of the 4" C.I. force rain frc:2 the southerly sideline of Sutton Street in the said street up to the mdsting sewer aanhole as shown on the plan. The grade adjustrsent of the cmisting 4" C.I. force main as described in Article 2.7 is inclusive. 1.3 Platys and contract documento nay be examined by prospective bidders at the osnors address. A deposit of $20.00 is required for each set of Plans taken frau premises. 1*4 Propasals must be accompanied by a certified or cashiers check payable to Richard Yee in an amount not less than 5%'of the LW Sum Amount of the total contract in the Pktpawl, 1,5 Bidders are subject to approval by lir. William B. Duffy of the North Andmor Dapart mt of Public Works and Mr. E. Conrad Levy of E. Conrad Levy & Associates 68 Kariam Street, Uxington. 1.6 The Bidder to whom this contract is awarded will be required to furnish a per- formance bond in the full amount of the contract running to the Town of North Andover for the part of the contract in Sutton Street and to Mr. Richard Yea for the balance of the work on the premises of the owner, 1.7 The owner reserves the unqualified right to accept or reject any proposal. UO Clarification of any details must be through the firm of E. Conrad Levy & Associates, 68 urian Street, Lexington, 4 1.1 M 2. CCNSTRUCT ION PROVISIONS 2ol Before excavation is started in any location the contractor must be certain that all underground utilities (phone, electric, water, sewer and gas) have been located by the several companies responsible. 202 Extraordinary attention must be given to the buried utilities shown belonging to the K•E•T•& T. C90 in Sutton Street and before any crossing of this utility is attempted a representative of the N.E.T. & TQ Co. must be present. Hand excavation is a prerequisite in crossing this utility. 2.3 Repairs to the paved section of Sutton Street, the drive and parking areas must be to the satisfaction of the Highway Surveyor of North Andover and Mr. Richard Tee* 2A Work must be started within 10 days of the award of this contract and work com- pleted within four weeks of the starting dAte unless provisions of Article 3.1 are applicable. 2.5 Traffic police shall be provided by the contractor when necessary. 2*6 Inspection will be provided by Board of Public Works at owners expense. 2e7 The existing 4" C.I. force main must be uncovered for a distance of 20 feet, Plus or minus, to lift that section at least 3" forming a slope in the di - ection of the sewer manhole, if it does not already slope in that direction. All joints to be left pressure tight. 2e8 The contractor shall provide the internal piping and connections shown on D4ta Section 7000 page 71 dated December 31, 1964 of the Smith & Loveless Vac-O-Ject Model 30B1 by broken lines. Suction lines shall be 3" steel pipe flanged as specified, each line to be 61-6" in length. The 4" C.I. force main will be installed from the "Dresser" coupling and a 1/16" hole drilled into the 90 de- gree elbow as specified. The.contractor shall install_ the Vac-4-Ject on the "wet well" and make the pipe connections as required. Vao-(- Ject unit to be provided by owner. 209 Manufaetureres Specification -700•-1, December 15, 1961 and Data Section 700s December 15, 1964 are a part of this contract. 2.10 Cast iron force main shall be installed in Sutton Street as required by the contract drawings and specifications. The work includes excavation and back. filling, .furnishing and installing cast iron pipe. Work not included in this section is covered under other items in the Proposal. 2.11 All cast iron -pipe shall be the size ahown On the contract drawings and shall conform to ASA specifications A21.6 or A21.8. Pipe shall_ be supplied in lengths not exceeding 20 -ft with dimermlons as scheduled below. Nominal Size (Inches} Thickness (Class) Wall Thickness Outside Thickness (Inches) (Inches) 4 6 22 0.35 4.80 22 0.38 6.90 3. Pipe joints except at fittings shall be Tyton as manufactured by the U. S. Pipe and Foundry Company, or approved equal. Tyton joint bells shall prmide a coat for a rubber gasket, and the spigot shall be beveled plain end pipe. Pipo c=ufactured to the ASA Specification A21.8 shall not have a spigot head* mechanical joint pipe shall also conform to ASA specification A21.11. Rubber gaskets of the shape required and free from imperfections shall be pro- vided by the pipe manufacturer. Cast-iron fittings shall be all bell or mechanical joint as required and shall conform, to ASA Specification A21.10 for short -body, cast, -iron fittings.. Solid sleeves shall conform to AWWA Specification 0100, Class D. All cast-iron pipe and fittings shall have a cemento-mortar lining with bitu - inous seal coat on the inside in compliance with ASA Specification A21. 4 -1953 - The outside of the pipe and fittings shall be coated with coal tar varnish in accordance with AVM Specifications. Care shall be excercised in coating pipes not to all= lumps or excessive amounts of tar to collect in the bell where it can interfere with seating the rubber gasket* All cast, -iron pipe and fittings furnished under this Contract may be inspected at the fovndry, such inspection to be without cost to the Contractor. The Contractor, hovever, shall require the supplier's cooperation. 2.12 All work of laying pipe and fittings shall be in accordance with the require- ments of AVa Standard Specifications for Installation of Cast -Iran Water Mains 0 C6002 except as otherwise provided herein. A firm, even bearing throughout the length of the pipe shall be constructed by tamping selected material at the sides of the pipe, up to.the mid-section. Blocldng shall not be used unless permitted by the Engineer. If blocking is permitted under unusual conditions, extreme.care must be taken to place and cam - pact selected material beneath the pipe. All pipe shall be sound and clean before laying. When laying is not in progress, including lunchtime, the open ends of the pipe shall be closed by watertight plug or other approved means. Good alignment shall be preserved in laying. The deflection of joints shall not exceed 5 degrees,_or 18 -in for 18 -ft length of pipe. Fittings, in addition to those shown on the plans, shall be providod, if required, in crossing utilities which may be encountered upon bpening the trench. Solid sleeves shallabe used only where approved by the nigineor* Tamen cutting is required, the cutting shall be done by machine, leaving a smooth out at right angles to the axis of the pipe. Cut ends of pipe to be used with a Tyton bell shall ba beveled to conform to the manufactured sp*got end. Cement lining shall be undamaged. 2.13 The rmthod of jointing Tyton pipe shall be in strict accord pce with tho mmz- facturerts instructionse ripe shall be laid with bell ends looking ahoad, A rubber gasket shall be inserted in the groove of the bell end of the pipe, cnd fi and tho joint surfaces cleaned and lubricated. The plain end of the pipe tai 4e be entered shall then be inserted in alignment with the bell of the pipe to which it is to be joined, and pushed home with a jack or by other means. After jointing the pipe, a metal feeler shall be used to make certain that the rubber gasket is correctly located. 2*14 Pips fittings with mechbuical joints shall be installed in accordance with all applicable requirements hereinabove and the following: 24schanical pipe joints shall be in accordance with the ONotes an Method of Installation" under ASA Specification 13]..11 and the instructions of the manufacturer. To asseable the joints in the field, the Contractor shall thoroughly clean the joint surfaces and rubber gasket with soapy hater before tightening the bolts. Bolts shall be tightened alternately on opposite ends of joint diameters and in rotation around the pipe. When properly asserbled,, the gland shall be equidistant from the bell face at all points. Bolts shall be tight to the specified torques. Under no condition shall extension wrenches or pipe over handle or ordinary ratchet wrench be used to secure greater leverage. 2*2S Cast-iron force main, complete in place, will be measured in linear feet from the "Dresser" coupling in the "wet well" to the center of the manhole at the end of the force main in Sutton Street. It will enter the existing manhole eloping toward the manhole at 3" per 10 feet or more, not less. Farce mains will be paid for at the unit price per foot under the item for cast- iron pipe for force main, established in the Proposal which price and payment shall be full compensation for furnishing all labor and materials, performing all excavation (except rock and boulder) bedding and jointing pipe and fittings, backfilling, restoring trench surface, disposal of surplus material and all other related work not included under other items. Rock and boulder excavation, excavation below grade, replacement of pavement, gravel base for pavement will be separately paid for under other items in the Proposal. See 2.17 and 2.18. 2.16 Vitrified Clay pipe, standard strength, ASTM Specifications, complete in place, uM be measured - in linear feet from 5 feet outside the restaurant building to the Standard Manhole9 "wet well"t Vitrified Clay pipe will be installed under the some terms and conditions as out]aned'for cast-iron pipe in 2.15. Rock and boulder excavation will be in the same as in 2.17. 2.17 Rock and boulder excavation shall be quoted as a separate item in the Proposal. 2018 Replacement of pavement and gravel base for pavement will be in complianco with the requirements of the Highway Surveyor of North Andover. The contractor test consult and determine for himself, from the Highway Surveyor of North Andover, what he will be required to accomplish. This will be itemized in the Proposal. Al N 0 5. 2.19 The sewage pining unit shall be a Smith and Loveless Pneumatic Sewage Ejector, Vao-0-Ject.model 30B1. No other unit will be considered. 2.20 11Lectrical connections shall.be made under separate contract by others. 2.21 interior sewer line changes and connections shall be made under separate contract by others. 2.22 The Standard Manhole or "wet well" -(Articles 1.1, 2.8) shall be constructed of 89 Precast Concrote Block Manhole Units (Barrel Blocks, 12 Blocks per course) rith.fully cemented points, erected on a b" poured concrete base. The entire interior shall be vaterg#oofed, the exterior to have a 3/8 inch mortar coat. Anchor bolts shall be installed as indicated. Steps of 1" aluminum or wrought iron will be inserted 12" O.C. in line with the access manhole in the Vac -0. Ject unit, determined by the location of the anchor bolts. 0 6. SPECIAL PROVISIONS 3.1 If the Contractor shall be delayed in the completion of his work by reason of unforeseeable causes beyond his control and without his fault or negligence, including, but nob restricted to, acts of God or of the public enemy, acto or neglet of the Amer, acts or neglect of any other contractor, fires, floods, quarantine restriction, strikes, riots, civil commotions or freight embargoes, the time of completion of his work shall be extended by such time as shall be fixed by the Owner. No such extension of time shall be deemed a waiver by the Owner of his right to terrdnate the contract for abandonment or delay by the Contractor as herein provided or relieve the Contractor from full responsibility for performance of his obligations hereunder. 3+2 The Contractor shall take all responsibility for the work and take all pre, cautions for preventing injuries to persons and property in or about the work.- shall ork;shall. bear all losses resulting to him on account of the amount or character. of the work, or because the nature of the land in or on which the work is done is different from what was estimated or excepted, or because unexcepted under- ground obstructions or structures are encountered, or on account of the weather, (� elements, or other cause. �J The Contractor shall pay all debts for labor and materials contracted for by him on account of the work herein contemplated. The Contractor shall assume the defense of, and indemnify and save harmless, the Omer -and its officers and agents, from all claims relating to labor and materials furnished for the work; to infringement or alleged infringement of inventions, patents, and patent rights used in, or in connection with the work or however originating from any of the work under this contract or from conditions created thereby; to injuries to any person or corporation or to damages to any property or any person or corporation caused by the acts or negigence of the Cantractoror any of his agents or employees, or any subcontractor or any agents or employees of any subcontract- or, in doing the work or in consequence of any improper materials, implements or labor used therein; and shall fully reimburse and repay to the Owner all outlay and expense which the Owner may incur by reason of his failure to do so. The Contractor shall satisfy all sults and claims against the Owner arising from the violation of any law, ordinance, regulation, order, or decree on the part of the Contractor or any of his agents or employees, or any subcontractor, or agent or employees of any subcontractor, or agent or employees of any sub- contractors shall fully indemnify and save harmless the Owner against and from all cost, lone, and darnp Mich the Owner may suffer by reason of his failuro co to dog and shall fully reimburse and repay to the Ozmer all outlay and eo,- pense which the Owner may incur in making good any such default. the Contractor shall fully complete the work required to be done under this contract, free from all liens and claims of any kind whatsoever; and in all other particulars shall faithfully and fully perform the Contract on his part according to all the provisions, terms, covenants, and conditions hereof and within the time opecified herein. The work shall be entirely at the Contractor's risk until the same is fully com- pleted and accepted, and he will be held liable to an amount not less than 7. the Otmer's interest in the same as shown by payments on account. A31 the provisions, terms, and covenants and conditions of the Contract are to be interpreted according to the laws of the Commonwealth of Massachusetts. $.3 Before the Contractor commences work, the insurance company shall send to the Consulting Engineer, on a form provided by them, a certificate indicating that the required insurance is in force and stating that the policies will not be materially changed or canceled without ten day's advance notice by registered nail. to E. Conrad Levy &. Associates, 68 Meriam Street, Lexington, Massachusetts 02173. The representative signing the certificate shall furnish evidence that he is authorised to so sign as well as his address and the name and address of the agency or agencies through which the insurance was obtained. The Contractor shall take out and mantain insurance as f ollotm s D - Workmen's compensation insurance for the protection of all employees throughout the entire period that this contract is in operation in the "coverage B" limit of liability of no less than 4100,000o B - Contractor's liability. C - Contractural liability to cover liability assumed under article 17 of Contract. D - Contractor's protective liability. E - Automotive liability on and off public highways, (1) Owned vehicles, (2) Hired vehicles and (3) Non -ownership liability. F - A separate Contigent Liability policy shall be issued to the Owner at the expense of the Contractor. Property damage insurance under B, C, D and F covers blasting and explosion, underground damage to utilities and collapse. Limits of liability - B, C, D, E and F Bodily injury Each person 4-lOOD000 Each accident 300:000 B, C, U and F, Property damage Each accident 50,000 Aggregate 100,000 E Property damage Each accident 50,000 Ee "Vac -O-sect" Duplex Pneumatic It jector Factory -Built Sewage Lift Station GENERAL The contractor shalt fnrAiffih and install one "bac-O-Ject" Sewage lift station mann factored by Smith b4 -Loveless. Division -Union Tank Car Company. The station shall be complete with all neodedequipment factory installed.' The equipment shall form a duplex pneumatic ejector system ready to operate with no further work required. It shall be complete except for power and piping connections. OPMATING CONDITIONS Each sewage receiver and compressor shall be capable of delivering 6, pr #allons pet' minute ata suction lift of 9.5 feet and against a total dynamic discharge hemi Of '`t. feet. STRUCTURE The itati6n s'liall be constructed in one complete factory -built assembly. It shall be sized to, rest on the top of a standard four -foot inside diameter manhole. Below the top of the manhole. shall be the duplex ejector receivers, suction pipe connect- ing flanges and discharge pipe 'connection. The section on top of the manhole shall comprise a machinery and control chamber complete with hinged and locked access cover: The access cover shall be insulated inside for weather and noise.(It chall have a reflecting coating to reduce heat from the sun.), A chrome lifting handla and bunt -#n .lock shall be provided for entrance. A covered opening shall be provided inside the chamber for entry to the manhole. Handholes shall be provided for ac- cess to all chambers of the structure. A vent for the manhole shall be provided on the exterior of the unit. PIPING AND VALVES The suction piping shall have 3 -inch, US -pound cast iron flange terminations for '`..ready connection to the suction riders provided by others. The discharge piping Shall be provided with."dresser" type sleeve to connect to .a 4.5 -inch O.P. discharge line prod#ided by others. The sleeve shall be flexible enough to allow for field fit - Up between the.unit and discharge piping. The suction and discharge check. valves shall be flexible sleeve type with flexible sealing lip. They shall be accessible from the.machinery chamber. The discharge shut-off valves shall be operated and sub- ject to inspection from the machinery chamber. SPEC. 70071 December 15, 1964 ro -a - C PROTECTION AGAINST CORI,STtJA The unit ohall. be constructed of steel. All steel parts shall be given a NACE com- mercial grade blasting with steel grit. The steel shall then be coated with 'Ve;pa- mid epoxy resin at least 3 milo in thickness. All other parts shall be bravo, taumi- num or other corrosion -resistant metal. AIR C'OMPR9SSOIC-AWb MOTOR Li`l Fi xii cbrripressors ©hall i o reversible . rq;ttAry sliding vane. Thar shall squire no lubrication. The body; rotor and vdnee shall be constructed of materials eape- cially designed for this service. Motors shall mount directly on the comproosor. Tho motor and corepressor shall be close -coupled with the compressor rotor mount - ad on the motor shaft. Motors shall be specially designed for the application and ' dad ith� beisl�c4d`iie 'Motors to three horsepower shall be in 56 or 66 t'�ftl M64iith tharrnaitprotd'C'tt'ofn:":Coinpr`eesora shall be capable of pumping water. Tho compressors shall bolt directly to the ejectors so that no piping or valving is roquired. A flexible line shall run from the compressor outlet to -r. Aflora proyided in the machinery chamber. Muffler discharge shall be back to the manhole for max-imum noise reduction. All wiring , shall be plug-in type so that the rotating zaa- 'rtd&n4y•[6+bd "roiii6"d ab' a uni 'for repair or replacement. The motor shall be 'phase, 60 cycle,` 220 volt. ZI OL IiM Ciintidl-d and t�iti g'shill`Ba housed in an aluminum J.ead,front panel. Tho panel L`crWOidve-a i QIiiovabte sebtioid'• ontaining all control circuit components. All re- itijici; tmero;l4lictifier's, etc., bhall be of the plug-in type for easy replacement. 'A°pksoe rotatioh f_ndicaior tAmll be installed at the power connection terminal- black. "A t dzftplete `dulileic •coritirol system `shall be provided so that each ejector system op- erates independently. An alternator eWI be provided to distribute the rear equally between units under normal operation. Hydraulic magnetic circuit-brozhera. ohal.1 icolhto ¢ach control' and power ' circuit. The control circuit shall brr a* arrange'd that it will be impoosible to ,operate the unit without prpper sequencing.., ^vLPlaTIL.ATION C A' ir.*62in fari ` 'shall be 19 ' ; - .. ,: g piroviddd to adequately cool the machinery' charr�ber ,in, int 'rreothai-' Th6 cooling fan ahali be turned on and off automatically by .n pro9t'thar`si�io stat.. ; . . $P54C..100--1 beceidnber 15,1964 m -3 - LIGHTING AND RECEPTACLE JI A eight with an automatic push button switch shall be provided to light the interior of ;+the machinery chamber and the wet well when the cover is lifted. A 115 volt NEMA grounded receptacle shall be incorporated on the control panel for tools, etc. WIRING The lift station shall be completely wired at the factory in accordance with the Na- tional Electrical Code. Wiring shall be color coded. Miring diagrams matching -thea unit *firing shall be provided. All components including control panel sections ohall be plug-in type for ease of service or replacement. FACTORY TEST The completed lift station shall be factory tested just prior to shil,ment to assure satisfactory operation in the field. The factory test shall consist of actually pump- ing water under field conditions. SHIPPING The unit sal be bolted to a wooden slid for shipment to the job site. The skid shall be designed so the unit can be removed without dismantling the skid. EXPERIENCE & WORKMANSHIP. The lift station shall be a product that has evolved from field testing for -a period of at least five years..- Workmanship and materials shall be better than automobile or appliance type quality. (Vi- MANUFACTURED EQUIPMENT \ Certain equipment and materials, deemed most suitable for the servi;e anticipated, are specified in these specificationa and on accompanying drawingo. This is done to nociat the contractor in the preparation of his bid. It is for the purpose of do- termining the lout bid and is not done to eliminate other equipment equally as good and efficient. The awarding of the contract shall constitute a contractual obliga- tion to furnish the specified equipmentand materials, unless the contractor desires to follow those procedures: Attar the execution of the contract, substitution of equipment of makes other tin ; thoaa named in the contract will be considered for. one reason only: That the oquip• SPEC. 700-1 Decembar I5, 106 IN -4 - ment proposed for substitution is superior or equal in construction and or effici- ency to that named in the .contract and that such quality has been demonstrated by at least five years of service in similar installations. Should the contractor obtain the engineer's approval on equipment other than that specified, the contractor shall, at his expense, make anychanges in the structures, buildings or piping necessary to accommodate the equipment. It will be assumed that the cost to the contractor of the equipment proposed to be substituted is less than the equipment named in the contract and if the substitution is approved. the contract price shall be reduced by an amount equal to the savings. SPEC. 700-1 Decen'iber 15. 1964, w N LENEXA, KANSAS NOTES ON DESIGN OF "VAC-O-JECT" SEWAGE LIFT STATIONS For Less Than 100 GPM This information has been compiled from actual measurement of many sewage systems. It has been proven by our experience in building hundreds of sewage lift stations in successful service in all parts of the country. Much of the material will seem elementary to most readers but it is offered with the thought it would be a convenience to many to have it readily available for reference. NEED FOR PUMPING 1. Where it is necessary to raise the sewage to d higker'elevation•through -. a discharge line, or force main, to a point from which it will flow by gravity. Such force mains are generally of cast is on pipe of the kind used for water mains. O2. Where the hydraulic gradient is such that there is insufficient head for gravity flow to a treatment plant. 3. : Where it is necessary to elevate sewage from a building basement, etc. up to an existing gravity sewer line. TYPES OF SEWAGE LIFT STATIONS Wet Pit Pump Stations with sewage type sump pumps are sometimes used. Most Board of Health rules will not permit the use of such equipment where reliability is important. This construction places the most important equipment right down in the oewage where rapid deterioration of the bearings, shaft seal, etc. may occur, and the equipment is not accessible for maintenance. Maintenance becomes very unpleasant to perform and is often postponed or neglected. Small pumps of this type are also susceptible to clogging and require frequent cleaning. "Vac -O-Jett Lift Stations offer the lowest cost per gallon of capacity combined with good reliability. "Vac -O -Jett" sewage lift stations require less space than pneumatic ejectors or pumping stations of comparable capacity. They are more efficient than sewage pumps or ejectors for small flows and hence, require less connected horsepower and consume less electric power. "Vac -O -Jett" Stations utilize air pressure to produce pumping action. For rated capacities less than 100 GPM, only "Vac-O-Jects" and ejectors can handle rags and large solids efficiently and reliably, and maintain adequate velocities in the force main. 4 Data Section 700 -2- December 15, 1964 Sewage ejectors commonly cost more than pumps for a given capacity because more parts and fittings are required; also, more room is required to house the equipment. The "Vac -O -Jett" installation costs le s s than any reliable pumping system. The Smith & Loveless "Vac -O -Jett" eliminates the space problem by using the structure itself as part of the working equipment. These duplex stations give all the advantages of pneumatic ejector stations at minimum first cost, minimum maintenance cost and minimum operating cost. Repair, if needed, is byplug-in replacement -- no overhaul on the job is ever needed. DETERMINATION OF PUMPING RATE Moat of the volume of sanitary sewage and industrial wastes originates from the water supply. Hence, any determination ofneeded pumpor ejector capacity should startwith the records for water consumption for similar areas of the city. actual measurements indicate that sewage flow will normally vary from 70 010 to 130 010 of water consumption. Therefore, designers often assume that the average (,-at peak) rate of sewage flow, including some allowance for ground water inf"itration, will equal the average rate of water consumption. OThe amount of ground water which infiltrates into the sewers through poor joints, cracked pipe, manhole walls, basement drains, etc. , varies so widely that pre- diction is difficult. When available, local experience data is the best guide. Maxi- mum infiltration rates of 50, 000 gallons per day per mile of sewer are- frequently encountered in well-built sewers during wet weather. The maximum rate during the day is used to establish the pump or ejector design capacity. For sanitary sewers in a residential area the maximum is generally two to three times the average flow. For a very small residential area, it may be four times. Assuming 100 gallons per .capita per day average flow, four people per house and a peak flow of four times the average, a good rule of thumb in determining maximum flow in a very small subdivision is to allow 1 5 gallons per minute per residence. This includes a 20% addition for infiltration. This figure has been verified as satisfactory by many actual flow tests on these units. Thus, for 20 houses, use a 30 GPM "Vac -O -Jett" with two 30 GPM pumping units. + DETERMINATION OF PUMPING HEAD It is important to make an accurate determination of the pumping head. Any ap- preciable error in head calculation will result in a variation of capacity of equal or greater magnitude. For small capacities, a 10 Ole error in head will commonly result in a 25% increase or decrease in capacity. -3- The 3- The total dynamic head (TDH) is the sum of the following: Data Section 700 December 15, 1964 1. The static lift which is the vertical distance from the low water level in the wet well to the water surface at the outlet of the force main. 2. The pipe friction in the discharge lines, Seethe chart at the end of this section for determining friction loss for various sizes of pipe; also, the chart for converting valves and fittings into equivalent lengths of straight pipe. The selection charts for Smith & Loveless Lift Stations include friction loss values through the piping in the station. "Vac-O-Jects" discharge at twice their rated capacity, so double the rated flow before entering the friction loss charts. PIPE FRICTION COEFFICIENT FOR SEWAGE The friction loss charts at the end of these notes are based on Williams & Hazen O formula using a Coefficient of C = 120. This "C"" factor is generally accepted for both new and old cast iron, asbestos cement, steel or plastic sewage pipe. Tests of old force mains indicate that grease and slime coatings formed from the sewage seem to protect the pipe surface and maintain the "C" factor. SELECTING SIZE OF PIPE The discharge force main should be 4 -inch. SIZE OF PUMPS OR EJECTORS Because house connections can pass a maximum 2.5 -inch solid, the smallest pump (or pipe) size should be capable of passing a 3 -inch solid. Since the velocity should be 1.5 feet to 2 feet per second, depending on the nature of the sewage, it follows that the very minimum pump capacity should be 60 GPM(which produdes 1. 53 feet per second in a 4 -inch pipe). Pumps which will pass 3 -inch solids will have their peak efficiency at 400 to 800 GPM, depending on speed and impeller diameter. Such pumps are inefficient at small capacities and are operating close to their shut-off or maximum head. Therefore, ejectors are best for small capacities; especially capacities below 100 GPM. Pneumatic sewage ejectors discharge at twice their rated capacity because they only operate one-half of the time. The normal cycle allows 30 seconds to fill the receiver, or "pot", and 30 seconds to empty it. Therefore, a 30 GPM ejector will eject at 60 GPM rate and produce a velocity of 1. 53 feet per second in 4 -inch pipe. EN Data Section 700 -4- December 15, 1964 MOTOR SIZE AND TYPE Three-phase current is usually considered superior to single-phase because of greater dependability of three-phase motors. In fact, single-phase motors in ejector service have never been satisfactory due to failure of the starting mech- anism. The "Vac-O-Ject" system has eliminated any mechanical starting mech- anism and is completely reliable on either three-phase or single-phase service. Power required is 220 -volt, single or3-phase with 115 -volt, single phase control. The "Vac-O-Ject" system divides the head requirements into suction and dis- charge. This reduces the required horsepower -to less than that of other ejector systems. The efficiency of the small compressor also reduces the horsepower requirements to less than that of any other reliable pumping system. W P -5 - Data Section 700 December 15, 1964 FRICTION HEAD in FEET in 4 -INCH DISCHARGE LINE at VARIOUS FLOW RATES Williams & Hazen Formula C = 120 Discharge Flow Rate GPM Friction Head Feet Per 100 Ft. Velocity Ft. /Sec. 40 .16 1.02 50 .24 1.28 60 .34 1.53 70 .45 1.79 80 .58 2.04 90 .72 2.30 100 .88 2.55 120 1.22 3.06 140 1.62 3.57 160 2.,08 4.08 180 2.59 4.60 200 3.12 5.11. Equivalent length of straight pipe which will give same' friction loss as following 4 -inch fittings; Std. 900 Ell 11 Feet Long Radiva 900 Ell 7 Feet 450 Ell 5 Feet C w N -6- VAC-O--JECT "B" COMPRESSOR G.P.M. Note: Shaded area requires 1 H.P. Non -shaded area recuired 2 H.P. Minimum discharge rate is 60 g.r,.m. Data Section 700 SUCTION LIFT FEET -j 0 2 4 6 45 8 45 iQ 43 12 14 16 i 32 l t3 27 2 45 45 40 37 4 45 45 45 45 43�7 40 37 32 /, 6 43 43 43 43 42 38 35 31 26 W� x 8 42 42 42 42 41 38 34 130 25 i.. 1 w 10 39 39 39 39 38 36 32 291254 A 12 36 36 36 36 27 23 14 34 34 34 34 k29 26 23 16 32 32 32 32 24 21 18 28 28 28 28 27 26 24 22 20 20 125 25 125 25 24 23 21, I 2C3 ; 7 Note: Shaded area requires 1 H.P. Non -shaded area recuired 2 H.P. Minimum discharge rate is 60 g.r,.m. Data Section 700 W N 0 I Mr.%, I IV" rVV ryW! T VCG. 3/4" Female Conduit NOTES: - 1. Electrical Service Required - (To Be Furnished by Others) Three -Phase, 220 Vail, 60 Cycle With IIS Volt, 60 Cycle, 15 Arps. Single Phase For Control. or Single Phase 230/115 Volt, 60 Cycle, 3-171re Service. 2.Piping Shown In Broken Lines Not Furnished By SEL. A IL Disch. C Frost -Proof -- - Tumbler Lock E 2 Keys Manhole Access ALTERNATE POSITIONS OF DISCHARGE PIPING Locate of A. 8 or C only. PLAN /—Manhole Vent _-Exhaust Fon 4 Filter Guard Eatro Set of Pump Vase Light for Servicing Upper C Lowet Chow►ers Cowrad Check Volvo Access Holes -- - - r Suction Voc-O Ject 9. - - - -4 Discharge - Air Pump Silencers Manhole Access Ladder (by Others) I'— -- e'-6' Dia DoH Circle —7/6' Dia. Anchor Dolt Holes (4) Places (Anchor Bolts by Others) Front C Bock — - 4'-S" Flange Oio. ---- 4'-2" Shell Dio. — Hinged Lid with Dnp Lip It Lid Prop ----_ - - -- -- Motor d Air Pump CONTRO PANEL mg otor C No. I Air I Pump No. 2 r -o . I ' 6' Moa. � _-• Tv Nr• 1 T.— No 2 _ Ground Line " t 7,��_` tectrods p. ' Shut-off 1 - ' Volw lTyD) 1 r ' Ii 1� Discharge check 2-22" Volvo I' -B• 'Dresser' 3'-0" 1� Intake ,1 Check - I I Coupling RECEIVER Va he I i I i I by SCL- �) i Fils a"Steal RECEIVER �l 3'-0' or 4' C. I. — No 2 Min I f _-) T Pipe Max. I i - 1j I- A 9" r Receiver f-- M 1250 Flange Z t Drain I i (A S.A St'd.) u Z Plug -i-)- ,-`-}-ice-I - -- - ---- ;Z2 3' Suction. -,- ...'. - — - - - ;1 a 1• - - -" - - - - - Al i Pipe 1111 _ - .A I� 1 (by Others) _ _ _ - _ 11, / i I - Influent Line _ - Iby Othersl a ( t" Pipe yc. Connect (by Others) I I I High Leve( _ 1 Level I Lor Lel ` o I I y I Starting Starting I 1 1 1 Srdah E Switch I 1 , SBI ,i' I I�I _ _ _ a I I , , , : • 30 Gel- Min. Manhole n # ; 1I I 4'-0" I D. T T - - - ,4 Cope tp -1],, : 7 i i i . i 2. l - . A Min. Liquid Laval tt I W 0t c,rn s G. o _o; �' f ► ? - . HO CONCRETE MANHOLE (by Others) ' — = - roe t ----- SECTIONAL ARRANGEMENT (ELEVATION) i-1= 64-911,308. THE R STATS HOUM BOSTON 8i. KASS. COD04ONWEALTH OF MASSACHUSETTS 511 L. C. Cyr Construction Company 303 &Aa.ri:at z;troot Lavronec, ;.auaachuan tto Ccntic_:cn: DEPARTMENT OF PUBLIC HEALTH Vebruary 24„ 1955 laic offico is in roocipt of your lottcr of '.:•'obruary lb, 1955: rdvinisa; thrix you have bacx: cn ,;aGod to c, nt�tru'at additional disaoo^1 f�.ellities rat Charloy#a Ztonlr uouco ;,orth Andover. Mo very fact that you inotallcd tho proacnt poral aroa only ono year aL,a is r-uplo ovi.deuco of tho orceodi.n, difficult problem of provi.��in ; !:orlts r�hiah will Provo jade ; ato at this olto. Tho naturo of the coil and tho hoiLht o � t tar indicate that easspo�olo t:i.11 not operato o^tiofac o . Zho l €opart=- nt of Public i' ails. not apnrovc� tho diochar6o of tho offlucnt of any t tncn f ccilitiaa to Lako Cocshic:ixcstr.ic3:t, tiio couroo of t=nater ppitiro toun of %orth Andavor; thus it mill bo noceso to PT ido for nbnorptlon into tLo ground or to collect th at Dad carTy them ::nay for sani.tar;; di.cpo^al. Zio eon.structio v '� roobi� c.•orh s is not fully Imown to thio office. 13 ro ndv nL furthor it will. bo nccoazary to � nov UzoatLo or not c.:: stir ao�.€z;,o iso disposed of coy-ttratcly fro.; kitchcn otoot a_n , if so$ is disposal satisfactory. `13o vols; u of t€sstQo to d3,opo�c � at .�i13 vary o;oncidsrt bly but may bo fairly osti;ar_ted n c of iti,Lct.ou wastes Por neral sorvvc?, and aoriui r: tellc vc srau arn-aitnry Mou -e an 7 to 10 gnllona noir r• leis offico ;Tould advioo uar�i;,:air�;,: on tho basis of 8 i;all � a por i,:o corvcd in the rx-...r � .1n j ov an averrZo of l0 �; Ion ,par al, i:hichevor in tho ; rcator. ,;o unstoo chould C s di.roct to coo. -Pools or loacblrkr; pits but should Paco thv h Cott 4 or cootie tDIXIto havi,a-; a cv�ncsity of at lons�t 1;� ti�:_a �n flo j., 110 (,,irbaL c L;ril"Werc should bo used t nd caro sham Laron to prevent t�_t� ii ochnr;;c ©frQnaa and ooli.ds to tLe dlopocral sycto _i. m di.spocil problc-n at this sito Jo of mach sizo rind o:o: lc itg tLat t:ao 1?op^rt:.iont has roco—mmonded tLat V.. -c servicoo of an cn..,incaor chi.11td in matters of sewaLc di.spon al bo rotnined to dosiLn =.ad oupe rviso the conatraction of cdequato dispooal works. 4 4 lio PJIAII VOTRM NRUOR ZITATF �e plono for ouch co=truotloa cho'uld bo nubs t d to tho rc and Of Publ O *'OACM and ZoLirt of hoaltho both of i"Orth Andovor., rirwl this .f Or ac►vICO r ld I-P,01-nI, ` hIc afflea tai. L� pleasod to coafor vith you r-oiaUve to this natter at cony autually c oavaaiont %1m, tory truly yotros /�O-7 � clamnea e ar fir, ChlOf Sailita LnL.;i acor C r iltaMxr ref Ixor lh Do,-xd 01 :'ublic l'orltc itort;h ^.ndovers, i:aoarchucotta CLARENCE I. STERLING, JR. Director Division of Sanitary Engineering 511 April 18, 1955 Board of Health Re: North Andover North Andover Sewage Disposal at Massachusetts Ch.arley's Steak House Gentlemen: This is in reply to your letter of April 15, 1955 relative to the status of sewage disposal at Charley's Steak House in North Andover. This office has not been advised of any further action in this entire matter. Enclosed for your information is a copy of a letter dated Ppril 18, 1955, addressed to the Board of Public Works of North Andover, in this regard. Very t, ly ours, , Clarence I. Sterling, Jr. Enclosure Chief Sanitary Engineer lOm-1= 64-911,308. THE COMMONWEALTH OF MASSACHUSETTS DEPARTIVEM OF W� PUBLIC HEALTH 511 April 1$, 1955 STATE HOUSE, BOSTON $9, MASS. Board of Public Works North Andover Massachusetts Gentlemen: The Department of Public February 244 1955 and on various 4 has advised relative to the matter at Charley's Steak House whic e shed of Lake Cochichewick, t sou for the town of Forth Andov . The Department from the Board of Health, ' status of this entire matter in order that the Dep t nt should be taken to e sewage disposal f sties C -Board Nib Health North A ver S/Fdd/tfHT Re: North Andover Sewaf a Disposal at Charley's Steak House Health under date of n the past of aewa ispasal ocated on he water- ae of water supply now VVreceipt of a letter Xul over, asking- the d you please advise termine what action allation of adequate serve this restaurant. Iery truly yours, Clarence I. Sterling, Jr. Chief Sanitary Engineer A0,7"Ire �V-I- m lI 30 ::.IAIti .7Q WAK .SS VIOT80fi .;ISUGH :ITATE r R_ - of c t J\ April lt, 1955 I -Ir. Clarence I. Sterling, Chief Sanitary Engineer 511 State Souse Boston 33, Massachusetts gear:4r. Sterling: On February 24th, we received a copy of correspondance sent fron your office to L. Co Construction Compavy regarding sewage disposal at Charley's Steak House in Forth Andover. Will you kindly advise us of the present status of this situation. Yours very truly, Board of Health By- Mary F. Sheridan, Agent PH 5561 `51 1rJdT ROOMS 702-704 BAY STATE BUILDING JOHN! J. WILLIS ATTORNEY -AT- LAW 301 E59EX STREET LAWRENCE, MASSACHUSETTS August 11, 1955 Dr. Julius Kay, Chairman ?North Andover Board of Health Town Building North Andover, Y-'assachusetts Dear Dr. Kay: TELEPHONE 6107 I have this day informed by telephone ;Tour representative, Hiss Sheridan of a condition existing at 946 Osgood Street, Charles Steak douse, which I feel in the interest of safety and health should be lnvestiFated and corrected. By my o�-M personal observation I can state that this condition hcs existed since July 14th and is currently existinE, or at least until August 10th. I am not one who ordinarily complains in circumstances of this sort, but at the present time I represent an individual IkL o was injured in an automobile accident on July 16th, and we allege that the accident was occasioned by the slippery condition on the high,Aay resultinf. from the overflow of the ceptic tLnk or cesspool at this address. The primary reason therefore for this letter is to officially � et on record as complaininL of a condition which exists, and havin; your board take official co,r_izance of said condition and make a record of it Thanking you in advance for your very kind cooperation, I remain, Sincerely yours, John Willis JJV : cag ARD OF HEALTH (? �'�v NORTH ANDOVER MASSACHUSETTS August 23#1955 Charles Steak House Osgood Street Horth Andover, T=lass. Dear Sir: It has bean repeately brought to your attention both by the State and town health departments of the persistent overflowing sewage system on the grounds of your restaurant. At a meeting of the Board of Health on August 19,1955 the follow- inJ3 ruling has been passedt Prior to .September 12,1955 you must submit detailed plans for sew- age drainage both to the State and local Board of Health. After formai acceptance of these plans by the State actual constructioh must be start- ed within one week. Failure to comply with these rulings will cause this Board to condemn your toilet and sink facilities. JK/chs Yours truly, Julius Kay:M.D. Chairman Board of Health I IOM -Z-56-915161 Er s. STATE HOUSE, BOSTON 83, MASS. THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH CAL a v la, I t! latatJ -ad-d- mol .RaALI C8 HOT8011 aBUOH aTATP, coo -^f-.. a? tn C-- Lz- 471 -7-1 i , -% ( :-- , , " �,U( - to t: n! U"o v --"I" i":) n! t THE COMMONWEALTH OF MASSACHUSETTS STATE HOUSE, BOSTON 83, MASS. col_tl'_'-Zo A-1 I DEPARTMENT OF PUBLIC HEALTH 2r, rro rcowd"l- co W 44, owo t"'�o .0'A'. Qu ("'13r1oz , Ucxt-1 i,,A o) of f 2r, rro rcowd"l- co W 44, owo t"'�o .0'A'. Qu ("'13r1oz , Ucxt-1 i,,A o) ramie -aa-6 -rtut , or M T*JtMW i IlAcMa +� A .82 M ,EE DIOTaO£I ,RaUGH JTATa / s - 1 s j WESTON & SAMPSON CONSULTING ENGINEERS 14 BEACON STREET TELEPHONE CAMOL 7-9508 BOSTON 8, MASSACHUSETTS October ll, 1955 f±Momicalth of Massachusetts D4apartment of public Health itwision of Sanitary Engineering 511A State House Boston 33: Mass. Gentlemen: Res Charles Steals House, Borth Andover, Mass. We are submitting our revised drawing 18/76 showing a proposed plan of sewage disposal for the above establish- ment, revised in accordance with the three recommendations in your reply dated October 6o 1955 to our original application dated September 299 1955= Yours very truly, GGB/rw Enclosure In duplicate ccs Board of Health, Ido, Andover. Mass. Dept Pub Works, T:o. Andover, ;ass. Client I z; cam •,� All �T7 �tS 1855 . e TOWN OF NORTH ANDOVER MASSACHUSETTS BOARD OF APPEALS 0 May 3, 1957 Board of Health Town Building North Andover, Massachusetts Gentlemen: Due to an application that we have before us, the Board is in unanimous agreement that your advice is necessary before any action can be taken on the petition of Effie C. Konstandin who is seeking a variance of the Zoning Ordinance for an addition to his existing restaurant. We sincerely hope you will accept our invitation to attend our next meeting on Monday evening, May 13 at 7:00 p. m. in the Town Building to discuss the pending matter fully. Thank you for your consideration. Sincerely, TOWN OF NORTH ANDOVER BOARD OF APPEALS /,T;4h/ e- ;� -Z -1/ Ralph E. Finck, Chairman L? y May 17, 1958 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Mass, Dear Miss Sheridan: An examination was made as requested in to determine the suitability of the soil for subsurface disposal of sewage on the proposed OsIgood Street building site of Charles, Steak order the House. The subsoil in the area was of a sandy clay content and a 3 -minute percolation test was conducted. The land in general is high. It is recommended that a 1000 gallon concrete septic tank be installed together with 419 lineal feet of drain pipe. This system is to be constructed in strict accordance with the attached plan as prepared by Clinton F. Goodwin, Registered Professional Engineers, Haverhill, Mass., and dated April 1958. Very truly yours, 04 William J.`, iscoll Charles Steak house New Addition APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPART ENT --NORTH XM0VER, MASS. I hereby make application for a permit for a sewage disposal installation at Charles Steak House . I will install this system in accordance with all the lays of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipes the minimum diameter being 4 inches,, and will maintain a minimum grade of 1% until 10 feet preceding the septic tank, where the grade shall not exceed 2%. I will install a concrete septic tank of1000„-01- in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with open jointed bell and spigot Ackron pipe at least 4 inches In diameter and laid in a series of trenches, the bottom'of which will provide a minimum of 490 lineal (cite) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/811 to l/4" (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the in— stallation will be Less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further g ree not to cover any portion of this installation until annroved by the insbec�c_tion officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. To be c nstructed in stric accordance with lan � , DATE — P a prepared by C. Goodwin . Signature of Applicant I hereby issue the above permit for the Board of Health of the Torn of North Andover, Massachusetts. DATE ignature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE2 C,_&Z 1/! Signature T nspecting Officer Percolation Test 3 min* Garbage Grinder ti rd�l<tl fit!s, U -' f a APPLICATION FOR SE7JAGE DIS?CSAL INSTALLATION HEALTH DEPARTP,TEI1jT--N0-STH ANDOVER, MASa. I hereby mak applica Yon far. a�perm�tt for a sewage dispo ,al.installation at - I will install this system in accordance wit al a 1<athe Commonwealth of Massachusetts and regulations of the Hoard of Health of the Town ol North Andover 0-24, Al -&A 9S Pr .�..•� Further, I will construct the house sewer of bell an spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet preceding the septic tank, where the grade shall not exceed 2%. 1 tiaill install a concrete septic tank of 4A OQ 4,0J. in size. A manhole (s) permitting easy clean- ing will be ptbvided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I wi.11 provide subsurface disposal field with open jointed bell and spigot Ackron pipe at least 4 inches in diameter and laid in a series of •trenches, the bottom of which will provide a minimum of,4�. (square) feet of effective absorption area. a pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1 1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel. or stone 1/$" to 1/411 (Ca.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be :installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not, to cover In por�,iori of this instal?.at:I.a�? until ar� �- the -ins ecti on o f,� icer, as prodded a owl, anZ tto corporate any addition= requirements what may be attached to the permit. Plot Plans must be submitted with application. DATE t.�.. V. �zgnature o. pp scant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. 5ignatute of Health Agent I have inspected the uncovered system indicated above and find everything done as described. r Date ...�. / � r, 11.E -r- ? , /1 -- - nature of Inspec4:ing Offi.ce:z Percolation Test Garbage Grinder HOARD OF HEALTH TOVrg OF' NORTH ANDOVER! MASS. I. 2. p 41 'DATE NAfi a'� �Q ADDRESS .%%l� . WN50L. /I6 . .TEL.'a-- 3. N0. OF BEDR.00IS ;�. DEN YES . . . . . NO.. . 4. GARBAGE GRINDER YES .-. NO.: . S. SHOW DIh'1ENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7, SHOW DIMENSIONS OF LOP 8. SHOW LCCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9, NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM -- 10. SHOW LOCATION OF BROOKS.. STREMBs DITCHES9 LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTES LOCAL. REGULATIONS SHOULD EE READ CAREFULLY,., a L/I2nton 90sier goodwin REGISTERED ARCHITECT AND ENGINEER 25 WASHINGTON SQ., HAVERHILL. MASS. April 28, 1958 Mr. William Driscoll 146 Turnpike Road North Andover, Mass. Re: Sewage System Charles Steak House Dear Sir: Enclosed please find a plan showing a proposed sewage disposal layout for Charles Steak House. On April 24, we took seepage tests, one in the area indi- cated and one in the area directly in front of the res- taurant. The latter was so poor that I haven't even bothered to indicate it. As I explained to you previously, this system will service only the new toilet facilities as indicat- ed on Drawing #5 of our plans. All other waste goes into their existing system. I trust you will inform us as to your decision on this system as the owner is quite anxious to pro- ceed with construction. Very truly yours, CLINTON FOSTER GOODWIN Enc: CFG:AMP