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HomeMy WebLinkAbout0180 AIRPORT WAY - Health (2) 180:A,IRP, yWAYY,.MiYAI�INI� o � _ o i TOWN OF BARNSTABLE _ APB 411,1IANd steel QtA. IONy �A',',h,T AM SEWAGE# VU LAGE I-I yANNIS ASSESSOR'S MAP& LOT 00 _6 I" STALLER'S NAME&PHONE NO. }SEPTIC TANK CAPACTfY LEACHING FACILITY: (type)_/- NO.OF BEDROOMS ,• r BUMDER OR OWNER _ PERMTTDATE: Ca -j(k COMPLIANCE DATE: Sepiration Distance Between the:. f Maximum A. sted Groundwater Table to the'iottom of Leaching Facility ��_ Fret Private Water Supply Well and Leachin�racility (If any wells exist on site or within 200 feet of leaci ag facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist , within 300 feet of leaching facility) Feet Furnished by— _ DooR = i Jr Ito f. A6.? b' s t { I TOWN OF BARNSTABLE EXATION SEWAGE VILLAGE . ASSESSOR'S MAP fNSTALLER'S NAME&PHONE N . SEPTIC TANK CAPACITY LEACHING FACII.ITY: (type) (size) l W� NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) -Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ���/ r �oI LJ G'41` 0 . r S-L DISTRIBUTION COMPANY,INC. Sny' der's-Lance Han York A , 73 Box 6917 Hanover,PA 17331 I4CORPORATED June 20, 2013 Dept. of Public Health ATTN: Mr. Don DesMaris 200 Main Street Hyannis, MA 02601 RE: 180 Airport Way;Hyannis, MA 02601 Dear Mr. DesMaris, As per our conversation this morning, I am enclosing a copy of our food distribution license from the MA Dept. of Public Health, for your records. We operate a wholesale snack food distribution business at this location. If there-is anything else required from us, please contact me at 717-632-4477, ext. 25315, or at dstaub@sriyderslance.com. Sincerely, Diane Staub DSD Warehouse Compliance Administrator /ds. Enclosure I Zbe Commonlnealtb of ffiaq.5aEbUq;etW I DEPARTMENT OF PUBLIC HEALTH, DIVISION OF FOOD AND DRUGS 02 .' 305 SOUTH STREET,JAMAICA PLAIN, MA 02130 _ LICENSE In Accordance with Massachusetts General Laws Chapter 94 Section 305C NUMBER ISSUED EXPIRES TYPE MA-8087 02/13/2013- 02/13/2014 Process or Distribute Food for Sale at Wholesale ISSUED TO S-L DISTRIBUTION COMPANY,INC 180 AIRPORT WAY HYAN IS,MA 02601 COMM{SSIONER OF PUBUC HEALTH RECIPIENTS COPY POST IN A CONSPICUOUS PLACE C 8(,3 6 9 A Jc'J 7 f t I I C & I STEEL, INC. HAZARD COMMUNICATION POLICY In order to comply with OSHA 1910.1200 Hazard Communication Standard, C & I Steel, Inc. has established, developed and implemented a Hazard Communication Policy. Included in the policy are procedures for container labeling, collecting and identifying hazardous chemicals. C & Steel, Inc. provides employees with the necessary safety training that enables the employees to identify and rectify hazardous situations. Material Safety Data Sheets (MSDS) stations—"Right to Know'—are a valuable tool used by C & I Steel, Inc. to educate personnel. C & I Steel, Inc. Hazard Communication Policy is under constant evaluation of the Health and Safety Department. The policy also is reviewed on an annual basis and broken down to establish format changes that are determined to be necessary. HAZARDOUS CHEMICAL IDENTIFICATION C & I Steel, Inc. Health and Safety Officer will identify and evaluate all chemicals used in the production plant. Generally if a product constitutes a hazard or danger (i.e. flammable, corrosive, explosive, reactive, etc.) and has potential to cause adverse health effects, it is considered a hazard. CONTAINER LABELING C & I Steel, Inc. Health and Safety Supervisor shall verify that all in-coming containers received for use are clearly labeled to indicate: - Identity of contents - Identity must match the corresponding MSDS. - Appropriate hazard warnings including routes of entry and target organs - Name and address of the manufacturer, importer or responsible party Ensure all secondary containers (those containers other than original)will be labeled - Labeling of secondary containers must be consistent with primary containers - Both primary and secondary containers must be labeled with any special instructions or warnings (i.e. Danger-Flammable, etc.) 7 MATERIAL SAFETY DATA SHEETS (MSDS) C & I Steel, Inc. Health and Safety Supervisor will be responsible for obtaining and maintaining material safety data sheets for company use. i When toxic or hazardous substances are received, they must be accompanied by an MSDS sheet. If no MSDS sheet is supplied and C & I Steel, Inc. does not have an MSDS on file from the same manufacturer for the same product, the substance will not be received until such information is available. Health and Safety Supervisor will review incoming MSDS sheets for new and significant health and safety information. Any new information that may affect C & I Steel, Inc. employees will be passed on through internal communications (i.e. safety meetings). If an MSDS sheet is incomplete, a new MSDS will be requested for from the Health and Safety Department. MSDS sheets will be reviewed annually for any changes and rectified at that time. 1 C & I STEEL, INC. HAZARD COMMUNICATION POLICY MSDS stations ("Right to Know") are available to each employee during his/her shift. MSDS stations are located in each building also in the Health and Safety Office and are available at all i times. If a copy of an MSDS is desired, the employee must contact the Health and Safety Supervisor for one. EMPLOYEE TRAINING AND INFORMATION i 9 Health and Safety Department is responsible for the employee training program. Information and training of the hazards associated with C & I Steel, Inc. work environment are discussed at various times (i.e. Safety Meeting, Safety Committee Meetings and Pre-employment Hiring). Employees at C & I Steel, Inc. prior to start date will attend a Health and Safety Orientation and will received information and training on the following: - Any operations in their work area that hazardous substances are present - Location and availability of our written hazard program - Physical and Health Hazards of the hazardous substance in their work area I - Use of Personal Protective Equipment (PPE) when coming in contact of hazardous substances - Education of employee on labeling system and what label information means. - MSDS sheets — how to extract the information the employee is seeking. Train employees on MSDS format and how MSDS sheets can be used as a safety tool - Safety meetings to educate and train employees of the measures that can be taken to protect themselves from hazards in their work-place. Included will be specific procedures the Health and Safety Department has implemented to prevent exposure l to hazardous substances such as appropriate work practices, emergency procedures and personal protective equipment - When emergency situations arise, all personnel must be trained in the notification process - Use internal radios to contact Health and Safety Officer. - Call 911 for all police, fire or ambulance response Hyannis Police Department (508)775-0387 1200 Phinney's Lane Hyannis, MA 02601 Hyannis Fire Department (508) 775-2323 95 High School Road Extension s Hyannis, MA 02601 i - Poison Control Center (800) 682-9211 3 - CHEM TREC—if necessary (800)424-9300 i 2 i 1 1' C & I STEEL, INC. i HAZARD COMMUNICATION POLICY I 5 The Hazard Communication Policy is a top priority at C & I Steel, Inc. The policy is continually monitored by the Health and Safety Department, Safety Committee and Executive Officers for its commitment to provide our employee with a safe environment. 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Sounds interesting.... -----Original Message----- From: Andres, Neil Sent: Monday, May 24, 2004 10:50 AM To: Lovell, Bob; Genatossio, Charlie Cc: McKean, Thomas; Gatewood, Rob Subject: FW: Dumping Airport Road FYI -----Original Message----- From: Ells, Mark, Sent: Monday, May 24, 2004 10:39 AM To: Andres, Neil Subject: RE: Dumping Airport Road I spoke with Doc about this. He is planning on installing cameras around the perimeter. He will situate some of the cameras in problem areas related to illegal dumping. He hopes that this will help to address the problem. -----Original Message----- From: Andres, Neil Sent: Tuesday, May 18, 2004 5:55 PM To: Ells, Mark Cc: Devlin, Denise Subject: Dumping Airport Road Just a thought—Much of the dumping is right against the Airport perimeter fence. The airport is paying for Police details which patrol the perimeter to protect against terrorists. Is it possible that some kind of observation of dumping could take place by the detail officer? 5/24/2004 Miorandi, Donna From: Andres, Neil Sent: Friday, May 21, 2004 7:27 AM To: Miorandi, Donna Cc: Gatewood, Rob Subject: RE: Airport Way No. Could be one of the environmental agencies. Rob Gatewood may be able to help you -----Original Message----- From: Miorandi, Donna Sent: Thursday, May 20, 2004 4:07 PM To: Andres, Neil Subject: Airport Way Hi Neil, Do you know who owns the signs upon Airport Way that state, "Warning-Up to$3000. fine for dumping of Household Trash". Thanks. Donna Miorandi r 1 h \ ------ 0 310 t 0rW 812 \\ / ...'..x-......-x.-._ 80 MAP 33050 x I I I I 7, x _ .. _ - ..x...........y-, MAP 330 �. ---- 008-002 ......... ^-.,.�' � MAP 330 MAP 330 "` �., ....y. 0080003 008 OOt > > evl� �ley N ill G �I UX A „ �CAn ?Z7"G3�18 Cell So�- �GZ-�;�8y II - II c:\conservation.dgn 5/20/2004 8:42:26 AM Page 1 of 2 Yr x) Agostinelli, Joan From: Andres, Neil Sent: Tuesday, May 18, 2004 3:52 PM To: McKean, Thomas; Ells, Mark Cc: Agostinelli, Joan; Devlin, Denise Subject: RE: airport road dumping Private owners have routinely cleaned up communications way and other Independence park roads. They have installed fencing and security cameras at these locations to deter dumping. Disposal of this debris will cost thousands of dollars. Take a look—it is not just a few bags of trash. The town owner is the Barnstable municipal Airport. The DPW is not responsible for the maintenance of Airport Property. -----Original Message----- From: McKean, Thomas Sent: Tuesday, May 18, 2004 3:36 PM To: Ells, Mark Cc: Andres, Neil; Agostinelli, Joan Subject: FW: airport road dumping Mark and Neil, Hello. Regarding the e-mail which reads as follows: "Debris dumped on Airport Road, Mary Dunn side. Private road not maintained by DPW. Please notify land owner to pick up." If you look at the owners list below sent by Neil Andres, the Town does own some property out there. The State owns some also. During my 19 years while working for the Town, I have not received such a request in the past. My understanding was the DPW picked-up wastes found in the road, regardless whether or not the road is a public way. Has the DPW changed policy or taken a different direction in this regard recently? Please advise. -----Original Message----- From: Andres, Neil Sent: Tuesday, May 18, 2004 2:35 PM To: McKean,Thomas Subject: RE: airport road dumping According to the town web site: 5/19/2004 Page 2 of 2 330008003 MASSACHUSETTS,COMMWLTH OF 60 AIRPORT WAY 330008002 MASSACHUSETTS,COMMWLTH OF 110 AIRPORT WAY 312008B00 MULVEY,PETER F TR 180 AIRPORT WAY 312008H00 MULVEY,PETER F TR 180 AIRPORT WAY 312009001 MULVEY,PETER F TR 200 AIRPORT WAY 313009602 CLAY ENTERPRISES INC 210 AIRPORT WAY 313009H02 CLAY ENTERPRISES INC 210 AIRPORT WAY 312033 BARNSTABLE,TOWN OF(ARP) 0 AIRPORT WAY HY It is my understanding that these people own to the middle of the road in front of their properties. -----Original Message----- From: McKean,Thomas Sent: Tuesday, May 18, 2004 2:27 PM To: Andres, Neil Subject: RE: airport road dumping Who owns the road there? -----Original Message----- From: Andres, Neil Sent: Tuesday, May 18, 2004 2:23 PM To: McKean,Thomas Subject: airport road dumping Debris dumped on Airport Road, Mary Dunn side. Private road not maintained by DPW. Please notify land owner to pick up. 5/19/2004 Health Complaints 18-May-04 Time: 2:54:00 AM Date: 5/18/2004 Complaint Number: 17429 Referred To: DONNA MIORANDI Taken By: JOAN AGOSTINELLI Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: UNSANITARY CONDITIONS Business Name: Number: Street: AIRPORT ROAD/MARY DU Village: HYANNIS Assessors Map_Parcel: Investigation Date: Investigation Time: 1 I Miorandi, Donna From: Slominski, Joe Sent: Friday, May 21, 2004 1:04 PM To: Miorandi, Donna Subject: RE: Airport Way They-are not our signs....how about airport and the Barnstable Water Company? Joseph C. Slominski joe.slominski@town.barnstable.ma.us 508-790-6320 508-790-6318 fax -----Original Message----- From: Miorandi, Donna Sent: Friday, May 21, 2004 12:58'PM To: Slominski, Joe Cc: Karle, Darcy Subject: Airport Way Hi Joe, We in the health department have recently received complaints of dumping up in the Mary Dunn Road and Airport Way. It has become a landfill up there(along our wellfields, state property and under the power lines on South Flint Rock Road). Everything from mattresses to roof shingles to white goods and household garbage, etc, etc, etc,) My question is, "Do you know who owns the signs up there that state"Warning-Up to$3000 Fine for Dumping of Household Trash"?" If you do, would you please let me know. Neil Andres doesn't know, Rob Gatewood doesn't know and now I have a call into the Environmental Police at the state. Thank you Donna Miorandi Health Inspector x4639 1 �•-`+� � s ` t��S'y+`i S•, �(}y*��'}/ Y����� S.�§s�>`.4 e,y� P-. Ya'o�"{Jr', �r +d3i ^�h, fi}��aq e ,�. ar� {A'6� . >'1° to 4 .�.� �r � dF�' �'�yt " � ��1lrly/��� `r$ � \ `'"�'kf / •� a 7 �ya�"` ""k+' A "L�,j1.a�a "{ f I id r -f "v `a� _ h- Y* '� �W f� i�d � yt" .d�� i x ;1 Y Y O�. .�:Y j 1• +H.'��M'��.,� F�'� � P S�rX.. �M. i C � ���" Ira 1� '�'�`'�i� ',+"��,* a�`„'+1r,rs �F� tix l ��19�� '"�����+T -'•,��;A��r �•��r��. 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'•t7'h' i;S 1 v7 1 fty, ` mow• tl 'G'7a a^ 'S l;'" + ,o •,a, r '. °r ' Q 'F• ' �' r .. a1 "fit Ms. "O "f"K'•t 41 t tii s bs ;,g X♦.�e� r: .* ., 't� 'CtG� � "1�. i �A ' rj�u t, 4 S f* f?t•. •„r �' t t:' r t ..- "r• - tir'�,'t„• •1, ♦tt'r .d `. v3:' 1. � � r r � r^sr P��•rs v�CtQ,p�'+'dti,1 � f*w pstea ,A,y �� � •''y! a', ,are• +� � ./j,�''' (' •rt�' i+t i� .`:°/., i•ra f`•y � �` {•t r�lllra ro a � y '+t err�'t..ia#. :'GI .�.- t�• .• r tX i R'kN i.7i a'� �•K L ',p`t*�,,,Y;'s w ,:•= TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repai satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers (see"Orders") 5.Retail Stores COMP 6.Fuel Suppliers ADDRESS I S�' 9 �� Gr/ 7 Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case,lots 'Drums AboveTanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Diesel, Kerosene, #2(B) Heavy Oils: waste motor oil (C) 4�114 �. v G� new motor oil (C) P transmission/hydraulic Synthetic Organics: degreasers �ce�laneous: = v. ��Z�v�o � r DISPOSAIJRECI.AMATION REMARKS: 1. Sanitary Sewage 2.Water Supplyl O Town Sewer 'ublic �l ,00/0n-site OPrivate �� 1 3. Indoor Floor Drains YES NO O Holding tank:MDC c O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES—LNO O RS: O Holding tank:MDC ` Catch basin/Dry well On-site system 5.Waste Transporter `Y Name of Hauler Destination Waste Product "19 �j" YES NO 2. n ) Interviewed fns 'ecior Date • COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS John Grad DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP Title V Septic Inspector ONE WINTER STREET BOSTON MA 02108(617)292-3500 P.O.Box 2119 TeaTicket,Ma. (508)564-6813 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 180 AIRPORT WAY HYANNIS Name of Owner JOHN PAULDING (_- N °�Address of Owner: CAPE AND ISLAND STEEL .Date of Inspection: 10/27199 �EName of Inspector:(Please Print)JOHN GRACII ama DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Q�� 1 7 1999 Company Name: nla TOWN OFBARNSTABLE Mailing Address: nla Han DEPT. Telephone Number: nla CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes The inpection Is based on criteria defined in Title V Conditionally Passes code 310 CMR 15.303.My findings are of how the system Is Needs Further Evaluation By the Local Approving Authority performing at the time of the Inspection.My inspection does Fails not Imply any warranty or guarantee of the longgevity of the septic system and any of Its components useful life. Inspector's Signature: Date:11/8/99 The System Inspector shall ubmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection. f the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND RAISING COVERS TO SYSTEM AND THE SYSTEM NEEDS TO BE PUMPED NOW AND MAINTAINED EVERY ONE YEAR. revised 9/2/98 Page 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are indicated below. COMMENTS: System passes Title V inspection B. SYSTEM CONDITIONALLY PASSES: nLa One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all instances.If"not determined",explain why not. n1a The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. nLa Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced obstruction is removed distribution box is levelled or replaced Wa The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 . Page 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27199 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 16.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ' The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. _ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance nLa_ (approximation not valid). 3) OTHER nta revised 9/2198 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow, X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped nta. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone I of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well, X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic ompounds, ammonia nitrogen and nitrate nitrogen. X The liquid level in the SAS is over the invert pipe,is in.Hydraulic Failure. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system Is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4 of l l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27199 Check if the following have been done:You must Indicate either"Yes"or"No"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health. X None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period.Large volumes of water have not been introduced into the system recently or as part of this inspection. X As built plans have been obtained and examined.Note if they are not available with N/A, X The facility or dwelling was inspected for signs of sewage back-up. X The system does,not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout, X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X Existing information,For example,Plan at B4O,H, X Determined in the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable) 11 5.302(3)(b)] X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Subsurface Disposal Systems. revised 9/2/98 Page 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10127/99 FLOW CONDITIONS RESIDENTIAL: Design flow:o A g.p.d./bedroom Number of bedrooms(design): n/a Number of bedrooms(actual):n(a Total DESIGN flow: n/a Number of current residents:n& Garbage grinder(yes or no):MQ Laundry(separate system)(yes or no): NO If yes,separate inspection required Laundry system inspected(yes or no):-= Seasonal use(yes or no):DLO Water meter readings,if available(last two year's usage(gpd): B& Sump Pump(yes or no): MO Last date of occupancy: nLa COMMERCIAIJINDUSTRIAL Type of establishment: COMMERCIAL FABRICATION SHOP Design flow: n&gpd(Based on 15.203) Basis of design flow: Wit Grease trap present:(yes or no):JMQ Industrial Waste Holding Tank present:(yes or no): L1Q Non-sanitary waste discharged to the Title 5 system:(yes or no):No Water meter readings.if available:nla Last date of occupancy: nLa OTHER: (Describe) nla Last date of occupancy: n& GENERAL INFORMATION PUMPING RECORDS and source of information: nLa System pumped as part of inspection:(yes or no):NO If yes,volume pumped nLa_ gallons Reason for pumping: n& TYPE OF SYSTEM XSeptic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes.attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other: Wit APPROXIMATE AGE of all components,date Installed(if known)and source of information: 1980 Sewage odors detected when arriving at the site:(yes or no) NO i revised 9/2198 Page 6 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 BUILDING SEWER: (Locate on site plan) Depth below grade: 1.6.. Material of construction:_ cast iron X 40 PVC _ other(explain) Distance from private water supply well or suction line: TOWN Diameter: nLa Comments: (condition of joints,venting,evidence of leakage,etc.) Wa SEPTIC TANK: X (locate on site plan) Depth below grade: i Material of construction:X concrete_ metal_ Fiberglass _ Polyethylene _ other(explain) Wa If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): 11LQ Wa Dimensions: L 8'6"H 5'7"W 4'10" Sludge depth: E Distance from top of sludge to bottom of outlet tee or baffle: M Scum thickness: 4" Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: 14" How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND RECOMMEND PUMPING EVERY NOW AND THEN MAINTAINED EVERY ONE YEAR.RECOMMEN GREASE TRAP: (locate on site plan) Depth below grade: Material of construction:_concrete_ metal_ Fiberglass _ Polyethylene_other(explain) n& Dimensions: n& Scum thickness: n(a Distance from top of scum to top of outlet tee or baffle:-nLa Distance from bottom of scum to bottom of outlet tee or baffle n& Date of last pumping: Wa Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) Wa I revised 9/2/98 Page 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 TIGHT OR HOLDING TANK: NO (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: nla Material of construction:_ concrete._ metal_ Fiberglass _Polyethylene_ other(explain) nia Dimensions: n& Capacity: nta gallons Design flow: n& gallons/day Alarm present: NQ Alarm level:j(a_ Alarm in working order:Yes—No—: NQ Date of previous pumping: n& Comments: (condition of inlet tee,condition of alarm and float switches,etc.) n/A DISTRIBUTION BOX: X (locate on site plan) Depth of liquid level above outlet invert:n& Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) DID NOT EXPOSE UNDER ASPHAULT PUMP CHAMBER: MQ (locate on site plan) Pumps in working order:(Yes or No): NQ Alarms in working order(Yes or No): NO Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) n& revised 9/2/98 Page 8 of t 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: nLa Type: leaching pits,number: 2-1000 GALLON LEACH PITS leaching chambers,number: _nLa leaching galleries,number: j3La leaching trenches,number,length: Wa leaching fields,number,dimensions: n& overflow cesspool,number: n& Alternative system: n& Name of Technology: _n& Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) ONE LEACH PIT IS UNDER ASPHAULT,THE OTHER PIT HAD 1'OF LEACHING LEFT AT THE TIME OF THE INSPECTION,RECOMMEND RAISING COVERS. CESSPOOLS: _ (locate on site plan) Number and configuration: n/a Depth-top of liquid to inlet invert: nLa Depth of solids layer: n& Depth of scum layer. n/a Dimensions of cesspool: nLa Materials of construction: n& Indication of groundwater: nta inflow(cesspool must be pumped as part of inspection)nLa Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) nla PRIVY: _ (locate on site plan) Materials of construction:da Dimensions:n/a Depth of solids: n(a Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) nLa revised 9/2198 Page 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) n/a O LCI revised 9/2/98 Page 10 of 11 • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 180 AIRPORT WAY HYANNIS Owner: JOHN PAULDING Date of Inspection:10/27/99 NRCS Report name: n& Soil Type: Wa Typical depth to groundwater: Wa USGS Date website visited: Wa Observation Wells checked: NO Groundwater depth:Shallow _ Moderate _ Deep _ SITE EXAM _ Slope _ Surface water _ Check Cellar _ Shallow wells Estimated Depth to Groundwater 12 Feet Please indicate all the methods used to determine High Groundwater Elevation: _ Obtained from Design Plans on record Observed Site(Abutting property,observation hole,basement sump etc.) _ Determined from local conditions Checked with local Board of health _ Checked FEMA Maps Checked pumping records _ Checked local excavators,installers X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) USGS MAPS AND CHARTS revised 9/2/98 Page 11 of 11 dAPe IslAacl atO N OF BARNSTABLE LOCATION WrhrT PA l SEWAGE ' ASSESSOR'S MAP &LOT i..�• Oy _ J VILLAGE YAAIMs 1145TALLER'S NAME&PHONE NO. f\A SEPTIC TANK CAPACITY �• �� D LEACHING FACILrrY:.(type) NO.OP BEDROOMS s BUILDER OR OWNER c, jPERMTTD',�TE: 60 -jq—<f q- COMPLIANCE DATE: Separation Distance Between the: Maximum Adiusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leachin iacility (If any wells exist Feet on site or within 200 feet of leachlag facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility), Furnished by 1' i DOOR 6 �I i i C&I STEEL, INC:" r 1 JOHN W.MORASH fLi QUALITY CONTROL Phone:508-775-2022 EXT. 161, AISC Certified Fax:508-790-3166 180 Airport Way IN MA--800-649-IRON Hyannis,MA 02601 i A" i TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1. Marine,Gas Stations,Repair BOARD OF HEALTH 2.Printers satisfactory 3.Auto Body Shops //---- '' r unsatisfactory- 4.Manufacturers COMPANY ����U O (see"Orders") 5.Retail Stores A 6.Fuel Suppliers ADDRESS Class: 7.Miscellaneous QUANTITIES AND S ORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, erosen #2 (B) Heavy Oils: 1 yi 3� z waste motor oil (C) z 'S:5N- new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers ,9 Miscellaneous: X 0� � d� ��Qi✓S t z 0;I y x S-S oc DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply 0k6g1 0-.6 0 Town Sewer ublic ]" ,"t?j� � � ,�.Qn-site Private �sjim &q vwc( Ca l d(' —l(/9'd'1 tx 2 3. Indoor Floor Drains YES NO_)Q � o� �d 41VS1r71SZ0 L 0 Holding tank: MDC /! 0 Catch basin/Dry well �(/!/ S 7'4��/ �"U r r "-e 0 On-site system 4. Outdoor Surface drains:YES NO ORDERS: 0 Holding tank:MDC . << / -C — t Catch basin/Dry welll. a ANC -eK xj `it/61 On-site system 5.Waste Transporter Name of Hauler Destination Waste Product 45 r, aQ1_ i 6, k&w� YES NO Per on (s) to a ed Insp ctor ate r TOWN OF BARNSTABLE ti ;T}J(:fCT,-,ON' � h1�c:�> !�c Uc:..� SEWAGE # /Gf tP " 1 VILLAGE_ 4C.4eknri•-r ASSESSOR'S MAP & LOT 31 — 663 INSTALLER'S NAME&PHONE NO. .l-v146 C�aS'71 SEPTIC TANK CAPACITY b D ` l LEACHING FACELITY: (type) U Or (size) � NO.OF BEDROOMS r /- BUII.DEROWNE PERMIT DATE: S" 3 " / 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by d I t( )47 r a X-ESSORS MAPN No. 6 � pARCELNI 0� � - --a Fee THE COMMONWEALTH 1166 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for lkgaaf *pgtem Congtruction 3permit Application is hereby made for a Permit to Construct or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. / t,- o!'% 14eL Owner's Name,Address and Tel.No. 7 "a+C aZoZ Assessor's Ma /Parcel Gw/a N®/"i� ee �/r'v S� P �!� de CJ Sr fi/ / 9-a At01-A.-r 4/01 �ltjan11 i S Installer's Name,Address,and Tel.No. / .359 Designer's Name,Address and Tel.No.� �oi-i oLo�' f?o.-� s i�✓ci ror,�.zi�c, Fab/� S�fveyin5 �F-�ng r: lnC� �6$'t.�dKFby iZv. 9Z3 QovTe 6 4 Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building C�6F c-e No.of Persons S Showers( ) Cafeteria( ) Other Fixtures 3hn i%Zir1 E' Z S.., ,el %o r/e i� 7+ Zq VS Design Flow �/ gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title gt ie +Yl S/cA.,Q r %P01 p Description of Soil /'Ll 0M urr. 3Q r a f 6�-,eaL" C Nature of Repairs or Alterations(Answer when applicable) Date last inspected: DESIGNING=ENGI ;tSUPERVISE Agreement: INSTALIApgRpTI�FY�pIN WRITING The undersigned agrees to ensure the construction and maintenance ofthe rE=. gr p g-e�possaal system in accordance with the provisions of Title 5 of the Environmental Code and nalo place the system to operation until a Certifi- cate of Compliance has been issued by this_Do of Health. Signed e ^� ate,,-9 `fib Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued ' �lY.i v�r•� y a�' . y _,/„4,' � � :' ,rrr rr-.-.,.. - -•ter .-�..\ + �.. ;r '^+.-r. - - ti 4 •� No. 'Q�T ��j d Fee � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for Migogar bpgtem Construction Vermit' r Application is hereby made for a Permit to Construct(<)or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Ff 0 /f Pori G.i a y Owner's Name,Address and Tel.No. 7-�-i ­2 -Z ' l` G✓u /VoMi17 l _ Assessor's Map/Parcel 3/a ' D U 9­1 H 0 O S } Installer's Name,Address,and Tel.No. r/9 Designer's Name,Address and Tel.No. 3 �O/%tJLo 7. �o.-t S i/✓c%io.-►�1.'i�, je:�;ja/P Survey/�ncl f L'lvcJ'r 2-C. •7 6 5- "ek 1C e b y lZ v. 9.23 12o vT e 6 A M,a"%ohS 1-1,115 M a 6L,7-1f/>o/7— /`14q 0 7� J. ` Type of Building: Dwelling NwAof•Bedrooms T Garbage Grinder Other Type of Building aFF Z No.of Persons S Showers( ) Cafeteria( ) Other Fixtures 3 *,7,%vrS S.. ,1 r4511 Design Flow '4/ gallons per day. Calculated daily flow gallons. Plan Date / 3o S Number of sheets Revision Date W Title C,a PC f .�S/G n Of 57ea / Description of Soil /� ? P(�iu„� Scy ) f ��a✓�C r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afo escribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and no to place the system in operation until a Certifi- cate of Compliance has been issu b this •o d o . Signed - ` f Health �� Ijaie�23 !6 Application Approved bye Date 3 g/ Application Disapproved for the following reasons. C� Permit No. �' Ze Date Issued -------"——--------7---------------------.— f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comphance �,-�• IS IS TO CERTIFY that the On-site Sewage Disposal System installed( )or repaired/replaced( )one by %�7 -7�v` �� Installer at �4 t sue'' Fr'r'�' AIW, IYi_ has been constWed a, oO d ems. with the provisions of Title 5 and the for Disposal§ystem Construction Permit No. dated �d" Date Inspector i- THE ISSUANCE OF THIS CERTIFICAT SHALL NOT BE CONSTRUED AS GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. ----------------------------- -— — - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS` Migpogal'bpgtem Construction Vermit Permission is hereby granted to 267% G 1X! to cons c ( repair( )an On-site Sewage System located at No.# 1 Sheet and as described in the above Application for Disposal System Construction Permit. `1 " S o. Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. /�� Date: �� 3— p� Approved by �Yl` t�Y� /' ` t _ Board of Health TOWN OF BARNSTABLE Gj/ LOCATIONc7c!k U=!:y SEWAGE # /l9 " VILLAGE-- c�.a n ri•Y /YII�• — ASSESSOR'S MAP>& LOT INSTALLER'S NAME&PHONE NO. , or4b SEPTIC TANK CAPACITY ,Z LEACHING FACII.TTY: (type) (size) 0ZZ�Y7Z/ NO.OF BEDROOMS BUILDER OWNE PERMTTDATE: J-)-3 — 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet.- Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) 'Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) F66t..` Furnished by IA�� o ; 180 TOWN OF BARNSTABLE LCCATION ,, /V /J6 7- SEWAGE VILLAGEA f - ASSESSOR'S MAP 6z LOT INSTALLER'S NAME & PHONE NO rh Sg*121-4s"dks, SEPTIC TANK CAPACITY /SdQp � y LEACHING FACILITY:(type)4— �LQ, r(size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER D r ESL/d-ND SZ;/� DATE PERMIT ISSUED: _ DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No i cJ O o t �� S aS•13'S/ .E /NOE►E71mE71fQE O VE N rROIOSEO ,jo• BwrEft o LOCUS 0 '1 4/,�r0 AY l b y 0 T Q A�FO /'AYE • SARNSTABLE AMI CI►AL AIRPORT \ L OCUS MAP \ ASSESSOR'S MAP 312. PARCEL S-HOO \ ZONING DISTRICTS. IND. LIMITED SETBACKS: FRONT - 50'. SfDE A REAR - 30' Ju MAX/MUM $I TE COVERAGE - 25x GROUND WATER PROTECTION OVERLAY DISTRICT: WP FLOOD ZONE C. MAP 250001 0005 C. DATED 8/19/85 OWNER: PETER F. MULVEY. TR. 47 \ AIRPORT WAY NOMINEE TRUST \ 200 AIRPORT WAY HYANNIS. MA 02601 \ : PARKING CALCULATIONS : a o co, 4,6 PROPOSED SAW HOUSE AND FABRICATING BUILDING r`. H 04,*, 4•/+�iq -REQUIRED. I ,SPACE /-1.3 EMPLOYEES b •`." 44Ty 4r 40 20 EMPLOYEES / 1.3 - 16 SPACES 1-4 c�ON TOTAL PARKING SPACES PROVIDED - 16 SPACES \ NT O* \ 4*k g v� AREA CALCULATIONS : Q` \ TOTAL LOT AREA -543. 1933 S.F. - 12.472 AC. EXISTING BUILDING - 4.985t S.F. - 0.9% OF SITE •� W PROPOSED BUILDING - 45.600t S.F. - 8.4z OF SITE $ k PROPOSED PAVED AREA - 72.2501 S.F. - 13.3x OF S/TE TOTAL IMPERVIOUS AREA -122.835t S.F. - 22.6z OF SITE e TOTAL NATURAL AREA -3/3. 150t S.F. - 58x OF SITE 44 p f 1, I o' o' 300.24' S 87.07'OO-E 33•t i ' � I _ ApAOJ(t •ffpJ I � S,I�I�f j �o i Cf t � � f - O O b g �o :i NAT<IRAL POODED AREA 4i 3 m i t PROPOSED PAV&D x .0' SP,�CES R,Y/NO IV )�•4, ��-- --- B,9 40• y"�D s. 10. E - TOwH *4 y f S T E P L_ A IV 0 E L_ A IVD i 1 ' SA R /V S TA R L E . l H YA /V/V / S > MA PREPARED FOR AIRPORT WA \I--- /VOM / MEE TR Us T SCAL E : / " - -50 , _/AMUAR Y / 0 1997 _ { L�'A GL S UR VE'Y I NG 8t L'h'G I NG . Jr NG . 90 .5 Rout /� \ , YeZrm O u tj"l O r t AfA ® 26'�5 r i C6 0 432 -- 5333 SHEET I OF 2 0 125 50 /00 JOB NO: 96-252 FIELD: RVB/PDR CALC: CFW/SAH CHECK: SAH DRN: SAH/CFW GENERAL NO TES . I. PROPERTY LINE INFORMATION WAS TAKEN FROM ' AVAILABLE PLANS AND DEEDS OF RECORD AND DOES H2O FRAME AND GRATE NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. / MORTARED 1N PLACE 2. ALL CONSTRUCT l ON METHODS AND MA TER 1 AL S AND / M41NTENANCE OF THE SEPTIC SYSTEM SHALL / /� BRICK LEVELING COURSE CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. / / CUP ELBOW W/ 12" CUP TO LEACHING 1\I 1 II 1.' VENT T FACIL I TY J. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER tl AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER ` 175. 2 RL-CENTER ER $S FND to " SOLID CATCH BASIN THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- i H-20 STANDING H-20 WHEEL LOADS. �\ OLIO BOTTOM 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR / .\\ pP 6- DIAM APPROVED EQUAL. ,/ CATCH BASIN 5. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. \\ �\ I ,� DETA I L \ / \ / NO SCALE I-800-322-4844 AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. MIN. H2O CAST ✓ I RON FRAME AND COVER wi I " VENT 6. VERTICAL DATUM /S: ASSUMED i� 1 ' TO FINISH GRADE. MORTARED IN PLACE \ -' �/ 4" MIN. PEASTONE BRICK LEVELING COURSE 7. FOR BENCH MARKS SET. SEE SITE PLAN. \ ,�' / 4 MIL POLY OR FILTER FABRIC 8. No DETERMINATION HAS BEEN MADE AS To �' !/ ��� I/4"/FT- 0 00 COMPLIANCE WITH DEED RESTRICTIONS OR ZONING / `�� I FROM BASIN REGULATIONS. IT SHALL REMA/N THE CLIENTS i $ CATCH SAS/N j RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL �� 3/4'-I1/2' WASHED LEACHING u, PERMITS. VARIANCES ETC. FOR THIS PROJECT. ,\ ! \ \ STONE ALL AROUND BASIN ,o 9. ANY RETAINING WALL SHOWN ON THIS PLAN 1S FOR (H-Y01 -.. LOCATION ONLY AND SHALL BE DESIGNED IN / OO O_ ACCORDANCE WITH STANDARD PRACTICE. 0no 0 10. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY \ TO HAVE THE PROPOSED BUILDING FOUNDATION \ I \ 4' M I N DESIGNED TO.ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE LEACHING BASIN DETAIL PROPOSED BUILDING. ,a / NO SCALE V POLE 91721474 \ / 11. UTILITIES ARE SUBJECT TO APPROVAL OF THE APPROPRIATE AGENCIES. 12. THIS LOT IS SERVICED BY TOWN WATER. BITUMINOUS CONCRETE \ \ / I ' FINISH COURSE 13. ALL STORM RUNOFF FROM PERVIOUS AREAS IS TO \ \ \ /- //2 ' BINDER COURSE BE CONTAINED ON THE LOT. 14. COMMONWEALTH ELECTRIC COMPANY TO BE CONSULTED \ RE: PLACING THE BUILDING AND PARKING AREA WITHIN I \ 12 - GRAVEL BASE \ : \ THE ELECTRIC EASEMENT. \` i \ OR 6 - DENSE GRADE /! .... .. ��.. ... .... ... . ... i \ PAVEMENT DE TA I L k , / I \ \ NO SCALE . . IDLE Ali o I 1 co, 4pp , Fq �'4T o 041 i gsF'�Fi�, �/c co DESIGN CRITERIA : i DESIGN FLOW: I \ I /Vy I INDUSTRIAL PLANT WITH 20 EMPLOYEES 20 EMPLOYEES X 15 6PD/EMPLOYEE-J00 GPD 1 I I 1 ! I SEPTIC TANK REQUIRED: 1 �-G.P.D. X 200% - 600 GAL, SEPTIC TANK PROVIDED: 1500 GAL. SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE -f 5 MIN/INCH j } / \ SOIL TEXTURAL CLASS -_L / / \ EFFLUENT LOADING RATE -�.74 GPD/SF 300 GPD /.0-74 OPD/SF -�,S.F. } i PROVIDED:.4-4'x 8' FL WDIFFUSO S W/3' O p 0 cTONE AROUND: !0'X 38' O.A. . A-476 S.F. i h e 4 CATCH tAt�lN '- _ _ SOIL TEST P4 T DATA 1 ND I CA TES V I ND I CA TES / \ IEAa/Pits PERCOLATION = OBSERVED TEST GROUNDWATER Tpr 2 TP♦ 3 GRND EL. 100.8 GRND EL.. 101.0 G.W.EL. N/A G.W.EL. N/A 1 � l O' HORIZON TEXTURE COLOR 100.8 0" HORIZON TEXTURE COLOR 101.0 FILL FILL 10, .......................................... 100.0 20- .......................................... 99.3 COARSE 7. D LOAMY SAD 5/8YR C I A GRAVEL 616R LOAMY N 84- ........................................... 94.0 D SAND O C I 6£GRAVEL 6/6R C2 SANDS 78' .......................................... 94.3 C2 MED I UM SAND h\ h I 84' i D-Rox I I 120' NO WATER 90.8 I68' NO WATER 87.0 EPTIC v _ �. TAMC JUL Y ! I . 1996 DATE ..:' 1 .,-•... TEST 8Y: STEPHEN HAAS WITNESSED BY: ED BARRY 1 G� Gov PERC RATE: 2 MIN/INCH j 500. 24 ' S 87007 '00 'E r \ I / ACCESS COVERS MUST BE WITHIN 9' MINIMUM. 6' OF FINIS' GRADE 3' MAXIMUM COVER �. .... .... FIRST 2' TO - / 8E LEVEL MIN 2' OF PEASTONE ! / 4' PVC / 3/4' - 1 1/2" DIA. SCHEDULE 0 10 1 i \ '' 98.5 �_ 98 0 95.7 94.7 ':WASHED STONE ' 96.95 9 25 ` WFLE 96 7 8-4'X 8' FLOWDIFFUSORS I i 5 OUTLET W/4' STONE AROUND. 12'X 72' 10' MIN. 1500 GAL D-BOX SEPTIC TANK 6 CRUSHED STONE BASE �� PROFILE : NOT TO SCALE 17 0vE'�y'4NG Ld �G C 7 �L loe /,� ' PLA /V OF_ LAIVD lool SA R /VS TA SL E . YHY.4 /V/V / S > MA . �2 R P OR T WA Y I O M i M E E T R U S T w / ,w rr.J ,/ /, j / /' e S C.4 L E . / - 3 O ._1A IV UA R Y / 6 PROPOSED SEITIE SYSTEM FOR OFFICE ILD1No / / - . E'er GL Lam' SUR VE'YI NG 8L E'NG I N�'E'R Jr NG JrNC . r-m o Lz t h o r t Mfg 02 0 aJ 3 62 / / / // ,/ i � 670a •432 - 5333 SHEET 2 of 2 l 0 / / // TPa2 , 0 15 30 60 FJOB NO: 96 CAL C:: CFW/SAH CHECK: SAH DRN: SAN/CFW I`1t:"UULJAI SEP-T r- `0�'%c3r% C�Ntcukc,\ Name AL Cz Z5 Pneo No nate Logged t,, 26.v'f EISC DM3nn 0 f C il Ou S C 'S c 1000 Per. 6(a. Contracts Inspector C It_ -I t5 I C)r-3 C�� IS, P C r d CL_ -REMARKS T.P.No. T P.No. TP No ORD.EL. GRO,EL GIRD EL ft G.W EL G W EL G.W.EL ES� "NI) 0 0 -T-oPSot L 60 i K_� q) Of- 4- SA.4m 5- C20AIVILL. III- - 2 z cc>ft}t'r)Oui. cl(", 7- -7 T.e Z k.C_ S21 , -,z-, -e- 3 3 (0,/ T. ccl. 70AY41 6 (F- Ave,,cj,�e zoo -19 C, C, TIME TIME TWE Percotetion Test One (i) Stan P,rsoak UQA1bL1L TO End Presoak vit. 4. 'C)ent, n Pe1C0tCL4%0r, 12 VAP I rune at 12'or T"at 9'or 0 Time at 6'or Etapsed rwre 9- 6- cx _3A ot C-\rs cam c%,- JW Rate MIn Inch el I►j7i]_ -G' cz* L r_CA In cl r 0 Pwocylation Legend gee srua Test Ard 35-50% S (I LIP No-Test Pit Numt,a Location M med'um With. 25-35% -P GRO FL-Ground Elevation D� D!flcult sorne 15-25% -Tr IB�' CO V, I G(r, saa�.�nal G W Max G IN EL-G rounCate,E W-10on r)hw,,4--d F*v,31,o,� LtV!e 5 4 trace: 0-5% v --- - -------- Sheet Of 41 4, Az A L,4, L)H V1 TAF>-S �2 0 1 L-1 14 5�VOL)4rrU2 4'44A_�- $E:o 2IF"OvW 01 �Z '41'e" wtv� -P rLa 7 410 I /AIL: A.V-&-4,4 C U NOT TO SCALE F<111"19 vy, U -3 MANHOLE COVER -LOAM'S SEED BROUGHT TO FINISH GRACE- OR PAVEMENT �c,r-m L,, C cI CS 6X ch.k SIONE 41k, 0 M C= cit�'N 21 L C. cz] rJ 160 h' 1, 0 , ?_-�) k AIC 0 Z YT 4 -IT 011 e_ L dt(,"�1� � '• i i � \ ��, k� `� � = 1.� x 2. rCO , �. � �= C-<a 0 "= ��r 6D 0 Q M M C=3 C:;I CD LEACHING TO ❑ WITWSTAII'D H-10 LOA('4NG, T • UNLrSS PRFCACT 3/4 To 1 2­ 1 C) M --1 M c-, --I PAVEMr ';?IVE OR c3 0 0 L% NT.0 TRAVFLFQ V'n' W REft Irecx- P--,:- k Ye-A 411 CIj'P.1G P", �HL_ wirmirn - I % 01" SHALL Itil 16 lop L Y fm F 4- IV* 4 5 0. 73 M -73 f 0 13 0 CL 0 0 tt 41G P/T71 0 /i R 4�EG 41 elliy (7IAL, > Z05 oL 4-- x__ 21F jtk�v Xbl� ZZ eA 6////V4 If A 7 C 44.611V-6 I' �;`v E /AtX�4"Wisedgm(in KWe.property of THE WILLIAM 6Z �_OA 0/A,4<. 0 INVERT ELEVATIONS, COMPANY, DESIGNERS & BUILDERS INC. a may not be used, copied, reproduced or dIvuIg "70 INVERT AT BUILDING to another without the written permission INVERT AT SEPTIC TANK(in) SEPTIC "TANK DETAIL. fI 1E IPFII I I A R -, -) / -,/,,) DISTRIBUTION BOX DETAIL LEACHING PIT DETAIL- NOT TO SCALE NOT TO SCALE NOT TO SCALE INVERT AT SEPTIC TANK out) 04 Z-0 �'_�A'151A'd' 7�� NOTES I. SEPTIC TAM SMALL BE STEEL 4 INLET AND OUTLET TEES TO BE CAST IRON OR INVERT AT DIST. BOX(m) RfgdfO*CE$ CONCRETE SCHEQ 40 PVC. TEES TO EIC CENTERED UNOCR NO, OF OUTLETS MANHOLE �CvER a SEED BROUGHT INVERT AT DIST. BOX(out) 5 2 SEPTIC TANK TO WITHSTAND W-10 LOADING MANHOLE COVER I T NOTES, 'HT 10 FiMISH (IFIADC OR PAVEMENT UNLESS U#Wft PAVEMENT,DRIVES OR TRAVELED WAY H-20 LOADING I DIST BOX TO WITHSTA40 M-10 LOADING INVERT AT LEACHING 7 UNLESS UNDER PAV[b,FNT,DRIVES OR 2"MtN OF 1/9 SMALL APP�Y TO 112" 'r'Q PRECAST TRAVELED WAYS WHf4ffN M-20 LOAMG WASHED lz,MtN FILL-,\ BOTTOM?,A OF LEACHING 3 ALL PIPE CONNECTIONS AND CONCRETE WAN"OLE COVER DIST I 3114ALL APPLY. STONE U�S.G S MAXIMUM GROUND "C*STRUCTION TO FIE WATERTIGHT aftouo"T TO P.M*" 0 Box 2 PRMIDE *&E T T E E OR 4AFF LE W)­4E RE SLOPE OF r? INLET PIPE EXCEEDS )ON FT/AFT OR IN PVC INLET PIpf, 0 C`::� M L'r) WATER ELEVATION PUMPED SYSTEM T I!KIR ! Lz*Elm a rn C:2 C= C:3 OBSERVED GROUNDWAIER COVER FIRST TWO FEET OF -EWE OUT OF DIST C-D c7i 0 C rq)p NOTE BOX TO BE LAID Lf.f. PLAN VIEW * I LEACHING PIT TO ELEVATION a C3 C:) ED EM ono 0 WITHSTAND H-10 LOADING 4"GAINAL WATER LEVEL REmOvEABLE PRECAST 46 UNLESS UNDER COvER 3/4 To 1-112" -a - c3 CD C:j C-1 C3 0 C ;0 PAYEMENT,DRiVE OR > I DOUBLE LEACHING PIT TRAVELED WAY WHEREIN 00 TRAVEL SHALL PROVIDE WASHED a Ca C-D CZ1 C73 C'I C3 tm a lop APPLY I, STONE INLET TIE W I WATERTIGHT T_ 4'-0'win OUTLI iNTSftyp) rto I m40 C=3 LI"O DEPTHi. C3 0 0 TEE -NLE� r C:3 C=I Cl M C3 C3 Q 1E ISSUED FOP 4 OUT Lf L - - - - - - - - J ------ Z' DIA BOTTOM ON Ltvtt $TABLE BASE C."•.. N -SECTION CROSS-SECT" VIEW _!�L.AN IE* CROSS I>A 7M 4W r;.Ibhv�Wl 1-*4*60�2 DATE: Nw.A PROJECT' DATE I" CF PROJECT NO. D NIEL E. 8 A A THE VV I L L I A MS CQ M PA N Y - _ 1-� �____ = \ ___ 4=1 CIVIL SCALE 010 No.32686C DRAWING NO. 1019 IYANOUGH RD., RTE. 132, HYANNIS, MA.02601 T /IT F�. _ DIAL Z'Z66 0 "o 0/0 � �1177— _n rMC:' PC-P-j DRAWN PLANNERS DESIGNERS BUILDERS f A"I APPD BY: NO. DATE REVISION 1 Ll L TITLE : t)41�4 41 1��15 1 1 INS