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0100 BREED'S HILL ROAD - Health
Sao 8r�dill Read f COMMONWEALTH OF MASSACHUSETTS z _ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS m + DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE S" 20 Riverside Drive, Lakeville, MA 02347 JANE SWIFT BOB DURAND Governor Secretary C ( LAUREN A.LISS [`J1 Commissioner January 10,2002 W.Walter Lehman RE: BARNSTABLE-BWSC/SMP RTN 4-0937 Anheuser-Busch Companies, Incorporated The Cape Cod Company 3636 South Geyer Road 100 Breeds Hill Road St.Louis,Missouri 63127 TRANSMITTAL#W024246 DECISION TO GRANT PERMIT EXTENSION Dear Mr.Lehman: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department); has concluded its administrative and technical review of the Transition Tier IA Permit Extension Application submitted on your behalf by Van Breusegen&Associates and Weston&Sampson Engineers, Incorporated. Following review of the Tier IA Permit Extension Application and numerous site submittals, the Department agrees that additional response actions are necessary to achieve a Permanent Solution for the entire site pursuant to 310 CMR 40.1000. The Department_therefore approves the Tier IA Permit Extension Application. Attached,please find a revised copy of the first page of the permit with the new permit expiration date. The Permit for the site will expire on December 1,2002. To avoid the need to submit a second Permit Extension Application prior to the September 2, 2002 deadline, you should submit a Class C Response Action Outcome (RAO) or a Remedy Operation Status (ROS) pursuant to 310 CMR 40.0893, if a Class A RAO,Permanent Solution,cannot be achieved. Operation,Maintenance and Monitoring (OMM) is required for either a Class C RAO or ROS(refer to 310 CMR 40.0897(3) and 310 CMR 40.0891,respectively). Both the Class C RAO and ROS allow for additional time to achieve a Permanent Solution, provided all substantial hazards have been eliminated. The Class C RAO;however, requires periodic evaluation of the Temporary Solution no less than once every five (5) years, pursuant to 310 CMR 40.1050. Upon successfully achieving a Class C RAO, or submitting a Phase IV Completion Statement stating that Phase V activities are required, Tier I Annual Compliance Fees will be suspended and Post-RAO OMM or Phase V Annual Compliance Assurance Fees of$500 will be assessed. If you have any questions, please contact Laura Stanley by writing to the letterhead address or calling (508) 946-2880. All future correspondence regarding the site should reference the following Release Tracking Number: 4- 0937. RECEIVED Sincerely, JAN 1 4 000Z 9dM. Martin,Chief _TOWN OF BARNSTABLE Site Management&Permitting Section HEALTH DEPT. - g g M/LAS/re CERTIFIED MAIL NO.7001 0320 0001 4830 5370 RETURN RECEIPT REQUESTED This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/twww.mass.gov/dep Za Printed on Recycled Paper Barnstable-BWSC/SMP RTN 4-0937 Page 2 of 2 Decision to Grant Permit Extension Enclosure cc: (without Enclosure) John C.Klimm,Town Manager Town of Barnstable 200 Main Street Hyannis,Massachusetts 02601 Thomas McKearn,Director Town of Barnstable Department of Health 200 Main Street Hyannis,Massachusetts 02601 Prasanta Bhunia,LSP Weston&Sampson Engineers,Incorporated Five Centennial Drive Peabody,Massachusetts 01960-7955 Sharon Roberts Van Breusegen&Associates 332 Merlot Lane Post Office Box 437 St.Albans,Missouri 63073 Jon Erickson West Barnstable Water Department Barnstable Village 184,1 Phinney's Lane Barnstable,Massachusetts 02360 DEP-SERO Attn: Millie Garcia-Surette,Deputy Regional Director Mike Quink,Water Supply—Cape Cod Basin Cathy Kiley,Permitting Branch Chief Data Entry j COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS w d DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 o� �e O,qM SJ0 JANE SWIFT BOB DURAND Governor Secretary LAU A.LISS � Commissioner sioneroner December 10,2001 Mr. Walter Lehman RE: BARNSTABLE-BWSC/SMP RTN 4-0937 Anheuser-Busch Companies, Incorporated The Cape Cod Company 3636 South Geyer Road Division of Eagle Snacks St. Louis, Missouri 63127 100 Breeds Hill Road 4C TRANSMITTAL 9W024 46 PERMIT EXTENSION APPLICATION STATEMENT OF ADMINISTRATIVE COMPLETENESS Dear Mr. Lehman: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), has completed its Administrative Review of the Permit Extension Application for the above-referenced site and determined it to be administratively complete. This determination was made on December 10, 2001. Accordingly,the Department will begin its Technical Review. According to 310 CMR 4.04, the Department now has to complete its Technical Review and issue a final decision to grant or deny the.permit extension. The Department may request additional information during the course of the Technical Review. This Initial Technical Review Period (T-1) shall result in either a decision to grant or deny the permit extension, a proposed permit decision, or a statement of Technical Deficiencies. As a result of the Public Notice, the Department did not receive notification by any individual of their interest in reviewing and submitting written comments on the permit extension application. However, the permit extension application for the above referenced site is now available for review in the Department's Regional Service Center located in Lakeville, Massachusetts. Interested parties may refer to 310 CMR 40.14000 for additional public involvement opportunities during the site investigation and remediation process. Pursuant to 310 CMR 40.0722 _(2)(e) and 310 CMR 4.04(2)(b)2.c., if a Statement of Technical Deficiencies.is issued, the applicant shall respond to the Department within 30 days of issuance of such Statement of Deficiencies by submitting any additional material to support.the application and address deficiencies. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/Avww.magnet.state.ma.us/dep L0 Printed on Recycled Paper i BARNSTABLE-BWSC/SMP RTN 4-0937 Page 2 of 3 Permit Extension- Statement of Administrative Completeness Pursuant to 310 CMR 4.04 (2) and 310 CMR 40.0721 (5), a determination of Administrative Completeness shall not constitute any finding with respect to the technical suitability, adequacy or accuracy of the material submitted, and shall-be no bar to a request to amend, revise, replace, or supplement such materials based on technical suitability, adequacy,or accuracy. The Department may request additional information during the course of the Technical Review. Withdrawal of the permit extension application shall be subject to the provisions of 310 CMR 4.04 (3)(d). In accordance with 310 CMR 4.04 (2)(f) and 310 CMR 40.0720 (3), the applicant and the Department may, by written agreement, extend any schedule for timely action or any portion thereof. Provided your application is technically adequate, and none of the contingencies outlined in 310 CMR 4.04 occur, the Department will issue a final decision within the timeframes listed in 310 CMR 40.0722. You will be entitled to a refund of your application fee should the Department fail to complete its final review of your application and make a decision to grant or deny the permit extension within these timeframes. If you have any questions,please call Laura Stanley at(508) 946-2880. Sincerely L Gerard M. R. M , Chief Site Management&Permitting Section M/LAS/re CERTIFIED MAIL NO. 7001 0320 0001 4830 5950 RETURN RECEIPT REQUESTED cc: John C. Klimm, Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 Thomas A. McKearn,Director Town of Barnstable Department of Health Post Office Box 534 Hyannis,Massachusetts 02601 f i BARNSTABLE-BWSC/SMP RTN 4-0937 Page 3 of 3 Permit Extension-Statement of Administrative Completeness cc: Prasanta K. Bhunia, LSP Weston& Sampson Engineers, Incorporated Five Centennial Drive Peabody;Massachusetts 01960-7985 DEP-SERO Attn: Millie Garcia-Surette, Deputy Regional Director Cathy Kiley, Permitting Branch Chief Data Entry ,\ �� T-v D �yo�QsT �! �9�� F COMMONWEALTH OF AIASSACHUSETTS W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS p F + d DEPARTMENT OF ENVIRONMENTAL PROTECTION h p 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 � y0 SyB JANE SWIFT BOB DiJRAND Governor Secretary LAUREN A LISS COOP Commissioner August 24, 2001 Larry W. Keith,Director of Environmental Affairs RE: BARNSTABLE-BWSC/SMP Anheuser-Busch Companies, Incorporated RTN 4-0937 ..-.._-.- 1 Busch Place (202-4) Cape CodiCompany Saint Louis, Missouri 63118-0000 &0OLBreeds Hi11-Roa ----ll NOTICE OF NONCOMPLIANCE NON-SE-3S-01-014 THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Dear Mr. Keith: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the "Department"), is tasked with ensuring the permanent cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21 E ("Chapter 21 E"). The law is implemented through regulations known as the Massachusetts Contingency Plan, 310 CMR 40.0000 et seq. (the "MCP"). Through the MCP, the Department is currently regulating a release of oil and/or hazardous material that has occurred at the Cape Cod Company (the "Site") located at 100 Breeds Hill Road in Barnstable, Massachusetts. The Department was first notified of the release on January 28, 1992. The Department's records indicate that you (as used in this Notice, "you" collectively refers to Anheuser Busch Company) are a Potentially Responsible Party (a' "PRP") for this release. This Notice is provided to inform you that you are not in compliance with the MCP. The Department has no record of your completing the response actions required by the MCP to address this release. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/hvww.state.ma.us/dep Z� Printed on Recycled Paper BARNSTABLE-BWSC/SMP RTN 4-0937 Page 2 of 3 Notice of Noncompliance Attachment 1 of this Notice is a Noncompliance Summary sheet that outlines the provisions of the MCP that you have not complied with. Contained within the Noncompliance Summary are the necessary action(s) you must complete to return to compliance. Additionally, there is a prescribed deadline for your completion of the action(s). Notwithstanding this Notice of Noncompliance ("NON"), the Department reserves the right to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including, but not limited to, criminal prosecution, civil action including court-imposed civil penalties, or administrative penalties assessed by the Department. Be advised that the deadlines stated in the Noncompliance Summary Sheet cannot be extended. Be further advised that you will remain out of compliance with the provisions of this Notice until all of the corrective actions stated in the Noncompliance Summary Sheet have been completed and documentation is submitted to the Department confirming the actions have been i completed in accordance herewith. Finally, Attachment 2 of this Notice is a fact sheet containing supplemental information regarding this NON. If you have any questions regarding this matter, or if you would like to discuss compliance with this Notice, please contact Laura Stanley, at the letterhead address or by telephone at (508) 946-2880. All future communication regarding this matter must reference Release Tracking Number 4-0937. Sincerely rard M.R. Martin, Chief ite Management& Permitting Section M/LAS/re Attachment 1: Noncompliance Summary Sheet Attachment 2: Supplemental Information Regarding the Notice of Noncompliance CERTIFIED MAIL#7099 3220 0002 0275 0358 RETURN RECEIPT REQUESTED cc: Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 • BARNSTABLE-BWSUSMP RTN 4-0937 Page 3 of 3 Notice of Noncompliance cc: Town of Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 Prasanta K. Bhunia, LSP Weston& Sampson, Engineers 5 Centennial Drive Peabody, Massachusetts 01960-7985 Sharon L. Roberts Van Breusegen &Associates, Incorporated 18124 Sunny Top Court Glencoe, Missouri 63038 DEP-SERO ATTN: Millie Garcia-Surette, Deputy Regional Director Jonathan Hobill, Regional Engineer Kevin Kiernan, Senior Regional Counsel Laura Stanley, Compliance and Enforcement Branch Chief, SMP Regional Enforcement Office (2 copies) Data Entry `I ATTACHMENT 1 NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY ENTITY/POTENTIALLY RESPONSIBLE PARTY IN NONCOMPLIANCE: Larry W. Keith, Director of Environmental Affairs Anheuser-Busch Companies 1 Busch Place (202-4) Saint Louis, Missouri 63118-0000 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: The Cape Cod Company, RTN 4-0937 100 Breeds Hill Road, Barnstable DATES WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 1. December 2, 1997 2. September 2, 1999 LICENSED SITE PROFESSIONAL AT TIME OF NONCOMPLIANCE: Prasanta K. Bhunia, LSP #2999 Weston& Sampson, Engineers 5 Centennial Drive Peabody, Massachusetts 01960-7985 DESCRIPTION OF ACTIVITY OR CONDITION RESULTING IN NONCOMPLIANCE: 1. On August 11, 1997, the Department received a Phase II Comprehensive Site Assessment Report and a Phase III Remedial Action Plan dated December 1996 and prepared on your behalf by Van Breusegen & Associates, Incorporated. The Phase II Report stated that a level of no significant risk has been achieved for the upgradient portion of the plume which is bound by the Former Cape Cod Potato Chip Company located at 100 Breeds Hill Road in Barnstable and extends west to Flintrock Pond. As a result, a Class A-2 Response Action Outcome (the RAO) was submitted to the Department for the upgradient portion of the plume. The Phase II Report also indicated that additional response actions were required for the downgradient portion of the plume which is bound by the western edge of Flintrock Pond and extends to Recovery Well Numbers 4 through 6 located on the Barnstable Fire Training Academy on Mary Dunn Road in Barnstable. The Phase III Report recommended that the groundwater remediation system installed as a Short Term Measure pursuant to 310 CMR 40.000 (the 1988 Massachusetts Contingency Plan) continue'to operate until such time a BARNSTABLE-BWSC/SNT RTN 4-0937 Page 2 of 3 Notice of Noncompliance—Attachment 1 level of no significant risk could be achieved for the downgradient portion of the plume. However, a Phase IV Remedy Implementation Plan including a Completion Statement pursuant to 310 CMR 40.0870 has not been submitted to the Department for the site. 2. In the fall of 1994, the Department issued a Tier IA Transition Classification and Permit Statement (a Tier I Permit) for the Cape Cod Company located at 100 Breeds Hill Road in Barnstable (the site). The Permit became effective on December 1, 1994 and expired five (5) years later pursuant to 310 CMR 40.0751(1). Since a Response Action Outcome Statement pursuant to 310 CMR 40.1000 was not submitted to the Department for the entire site or Remedy Operation Status (ROS) pursuant to 310 CMR 40.0893 was not achieved for the site prior to the December 1, 1999 Permit expiration date, an application for a Tier I Permit Extension must be filed with the Department pursuant to 310 CMR 40.0724. However,. Anheuser-Busch Company has not filed a Permit Extension Application with the Department for the site. DESCRIPTION OF REQUIREMENT NOT COMPLIED WITH: 1. Pursuant to 310 CMR 40.0550(2)(b), a Phase IV Remedy Implementation Plan must be submitted to the Department within two (3) years of the Permit effective date. 2. Pursuant to 310 CMR 40.0724(1), a Permit Extension Application shall be submitted to the Department at least ninety (90) days prior to the expiration of the Tier I Permit. DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN: The following action(s) must be completed within the timeframe(s) described below: 1. By October 26, 2001, submit to the Department a Phase IV Remedy Implementation Plan (the Phase IV Report) including a Completion Statement pursuant to 310 CMR 40.0870. If Remedy Operation Status can not be achieved for the site pursuant to 310 CMR 40.0893 or a Class A or C Responses Action Outcome pursuant to 310 CMR 40.1000 and additional assessment activities are required at the site, a Tier I Permit Extension Application prepared in accordance with 310 CMR 40.0706(2)should be submitted to the Department in lieu of the Phase IV Report. In addition, a Scope of Work that describes the proposed assessment activities and includes a schedule for implementation should be submitted to the Department with the Permit Extension Application. 2. Upon performance of all of the required actions under this Notice, your LSP should certify that the Respondent has implemented response actions in accordance with M.G.L. c.21E and the MCP and complied with this Notice. Notwithstanding this Notice of Noncompliance, the Department reserves the right to exercise the full extent of its legal authority to obtain full compliance with all applicable requirements, including but not limited to, criminal prosecution, civil action including court-imposed civil penalties, and Civil Administrative Penalties issued by the Department. BARNSTABLE-BWSC/SMP RTN 4-0937 Page 3 of 3 Notice of Noncompliance—Attachment 1 If you have any questions regarding this matter, or if you would like to discuss compliance with this Notice, please contact Laura Stanley at the letterhead address or by telephone at (508) 946-2880. All future communications regarding this matter must reference Release Tracking Number 4-0937. For the Department of Environmental Protection: DATE: , -1 4, 2,061 NAME: Gerard M.R. Martin, Chief Site Management&Permitting Section a L i ATTACHMENT 2: NOTICE OF NONCOMPLIANCE SUPPLEMENTAL INFORMATION This attachment further explains why this Notice of Noncompliance (NON) has been issued to you. Why was I issued this NON? The Department's records indicate that you have not submitted one or more of the documents, or conducted one or more of the response actions, listed in the attached NON. This NON was issued to inform you of this fact and offer you an opportunity to coma back into compliance by submitting the missing information to the Department, or conducting the response actions, by the deadlines specified in the NON. The Department's records also indicate that you were issued a Tier I Permit (the Permit). By accepting the Permit, you agreed to conduct response actions at the site in accordance with the terms and the conditions set forth in the Permit and the provisions of the MCP, 310 CMR 40.0000. In addition, you agreed to notify the Department in accordance with 310 CMR 40.0172 if you are/were unable to proceed with such actions. What happens if I fail to comply with or respond to the NON? You have a specified amount of time from the date you receive the NON to comply, as is stated in Attachment 1. If you fail to comply, you may be subject to additional enforcement action by the Department including, but not limited to, criminal prosecution, civil action including court- imposed civil penalties, or administrative penalties. . If a penalty is assessed, your total penalty exposure may be considerable. For example,penalties can be assessed for each day you remain in noncompliance. Note that the Department is. allowed by law to back calculate daily penalties to begin on the date you received the NON. As a result, you may be penalized thousands of dollars should you fail to comply with or respond to the NON by the deadline specified. Please refer to the Civil Administrative Penalty Statute, Chapter 21A, Section 16 and 310 CMR 5:00, and the Civil Administrative Penalty Regulations, for complete details on the Administrative Penalty rules. When the cleanup contractor finished the work in the field, I thought my dealings with the Department were finished.What more do I have to do? This is a common question asked when a NON is received. PRPs often think their dealings with the Department are over when, for example, the fieldwork is completed by a cleanup contractor. Examples of the types of fieldwork completed include the removal of contaminated soil; installation of groundwater monitoring wells; collection and analysis of soil, groundwater, air or surface water samples; and installation and/or operation and maintenance of a remedial system (examples include a groundwater pump and treat system, a soil vapor extraction system and/or an air sparging system). The fieldwork may be complete, but you still must submit documentation (such as Immediate Response Action Status and Completion Reports, Phase a� BARNSTABLE-BWSC/SMP RTN 4-0937 Page 2 of Notice of Noncompliance—Attachment 2 Reports, and a Response Action Outcome Statement to the Department to rove that the cleanup P P ) p p was undertaken in compliance with the.MCP and the terms and conditions of the Tier I Permit. The Department tracks the progress of cleanups by checking to see if you are sending information about your cleanup progress on time. For example, if we do not receive the Phase Reports described in 310 CMR 40.0800 within the time frames allotted in the MCP, (refer to 310 CMR 40.0550) or a Response Action Outcome (RAO) Statement within five (5) years of the effective date of the Tier I Permit, we must assume that you are either not implementing any cleanup activities at all or are conducting response actions at the site without a valid Permit. Without your cooperation in obtaining the cleanup information, the Department does not know whether serious environmental problems are being addressed. If work is not being performed or is not being performed in compliance with the Tier I Permit, the Department must take action to ensure it happens. On the other hand, you may have finished the cleanup but neglected to forward the appropriate documentation required by the MCP and the Permit. What do I have to do to comply with the NON? In order to comply with the NON, you must conduct the response actions, if applicable, and submit the documentation stated iri Attachment 1 of this NON, Noncompliance Summary. Please be advised that all response actions not directly managed by Department staff must be overseen and directed by a "Licensed Site Professional" or LSP. LSPs are licensed by the Commonwealth, and their stamp and signature are required (together with yours) on all but one form you must submit to the Department. For information on hiring an LSP, you may call the LSP Board at(617) 556-1091. You should be aware that the Department does not become involved in or help mediate billing disputes with insurance companies, cleanup contractors, or LSPs. A common response to a NON is that an insurance company is slow on paying cleanup bills or will not cover various cleanup costs. We also hear that cleanup firms and LSPs will not send in RAOs and other forms because their,clients have not paid-their bills. These matters must be resolved privately by you. You ultimately must comply with the attached NON or be subject to significant penalties from the Department. September 5, 2001 Mr. Edward F. Barry Health Inspector Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Cape Cod Potato Chip Company Dear Mr. Barry, I wanted to Thank You for bringing the attached Notice of NonCompliance to our attention. A review of the document shows that Anheuser-Busch Companies, Inc., is the responsible party. I am sure that they, or their representatives,will be in contact with you soon. Sincerely, Martha Baker Plant Manager Cc: Wayne Clive, David Sliwoski 1 , j? " it f! „3�' $` '�1:l,Ya`.'{ rit t .� s .,� 4 3 •�: S t E,.7 �,,?:t3 ,r, .,,�' r . •7t,.t. ..A .. ;�: r .., 1. .. CAPE COD POTATO CHIPS • Tel:508-775-3358 Fax:508-775-2808 • 100 Breed's Hill Road, Hyannis, MA 02601 COMMONWEALTH OF MASSACHUSETTS W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS r d DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 0(/2234`f ji7%5508-94{(6-2700 JANE SWIFT BOB DURAND Governor Secretary �^ LAUREN A LISS C 00 Y Commissioner August 24, 2001 Larry W. Keith, Director of Environmental Affairs RE: BARNSTABLE-BWSC/SMP Anheuser-Busch Compa-ues, Incorporated RTN.4-0937 1 Busch Place(202-4) e �d Company ^' Saint Louis, Missouri 63 1 1 8-0000 f 00Breeds"Hill Road — NOTICE OF NONCOMPLIANCE NON-SE-3S-01-014 THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Dear Mr. Keith: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup(the "Department"), is tasked with ensuring the permanent cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21 E("Chapter 21 E"). The law is implemented through regulations known as the Massachusetts Contingency Plan, 310 CMR 40.0000 et seq. (the"MCP"). Through the MCP, the Department is currently regulating a release of oil and/or hazardous material that has occurred at the Cape Cod Company (the "Site") located at 100 Breeds Hill Road in Barnstable, Massachusetts. The De_artment was first notified of the release on January 28, 1992. The Department's records indicate that you (as used in this Notice, "you" collectively refers to Anheuser Busch Company) are a Potentially Responsible Party (a "PRP") for this release. This Notice is provided to inform you that you are not in compliance with the MCP. The Department has no record of your completing the response actions required by the MCP to address this release. This information is available in alternate format by calling uur ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep Tama Printed on Recycled Paper BARNSTABLE-BWSC/SMP RTN 4-0937 Page 2 of 3 Notice of Noncompliance Attachment 1 of this Notice is a Noncompliance Summary sheet that outlines the provisions of the MCP that you have not complied with. Contained within the Noncompliance Summary are the necessary action(s) you must complete to return to compliance. Additionally, there is a prescribed deadline for your completion of the action(s). Notwithstanding this Notice of Noncompliance ("NON"), the Department reserves the right to exercise the full extent of its legal authority in order to obtain full compliance with all applicable requirements, including, but not limited to, .criminal prosecution, civil action including court-imposed civil penalties, or administrative penalties assessed by the Department. Be advised that the deadlines stated in the Noncompliance Summary Sheet cannot be extended. Be further advised that you will remain out of compliance with the provisions of this Notice until all of the corrective actions stated in the Noncompliance Summary Sheet have been completed and documentation is submitted to the Department confirming the actions have been completed in accordance herewith. Finally, Attachment 2 of this Notice is a fact sheet containing supplemental information regarding this NON. If you have any questions regarding this matter, or if you would like to discuss compliance with this Notice, please contact Laura Stanley, at the letterhead address or by telephone at (508) 946-2880. All future communication regarding this matter must reference Release Tracking Number 4-0937. Sincerely rard M.R. Martin, Chief ite Management& Permitting Section M/LAS/re Attachment 1: Noncompliance Summary Sheet Attachment 2: Supplemental Information Regarding the Notice of Noncompliance CERTIFIED MAIL#7099 3220 0002 0275 0358 RETURN RECEIPT REQUESTED cc: Town Manager Town of Barnstable Town Hall 367 Main Street Hyannis, Massachusetts 02601 i BARNSTABLE-BWSGSMP RTN 4-0937 Page 3 of3 Notice of Noncompliance cc: Town of Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 Prasanta K. Bhunia, LSP Weston& Sampson, Engineers 5 Centennial Drive Peabody, Massachusetts 01960-7985 Sharon L. Roberts Van Breusegen&Associates, Incorporated 18124 Sunny Top Court Glencoe, Missouri 63038 DEP-SERO ATTN: Millie Garcia-Surette, Deputy Regional Director Jonathan Hobill, Regional Engineer Kevin Kiernan, Senior Regional Counsel Laura Stanley, Compliance and Enforcement Branch Chief, SMP Regional Enforcement Office (2 copies) Data Entry r ATTACHMENT 1 NOTICE OF NONCOMPLIANCE NONCOMPLIANCE SUMMARY ENTITY/POTENTLALLY RESPONSIBLE PARTY IN NONCOMPLIANCE: Larry W. Keith, Director of Environmental Affairs Aaheuser-Busch Companies 1 Busch Place (202-4) Saint Louis, Missouri 63 1 1 8-0000 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: The Cape Cod Company, RTN 4-0937 100 Breeds Hill Road, Barnstable DATES WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: 1. December 2, 1997 2. September 2, 1999 LICENSED SITE PROFESSIONAL AT TIME OF NONCOMPLIANCE: Prasanta K. Bhunia, LSP 92999 Weston& Sampson, Engineers 5 Centennial Drive Peabody, Massachusetts 01960-7985 DESCRIPTION OF ACTIVITY OR CONDITION RESULTING IN NONCOMPLIANCE: 1. On August 11, 1997, the Department received a Phase II Comprehensive Site Assessment Report and a Phase III Remedial Action Plan dated December 1996 and prepared on your behalf by Van Breusegen & Associates, Incorporated. The Phase II Report stated that a level of no significant risk has been achieved for the upgradient portion of the plume which is bound by the Former Cape Cod Potato Chip Company located at 100 Breeds Hill Road in Barnstable and extends west to Flintrock Pond. As a result, a Class A-2 Response Action Outcome (the RAO) was submitted to the Department for the upgradient portion of the plume. The Phase II Report also indicated that additional response actions were required for the downgradient portion of the plume which is bound by the western edge of Flintrock Pond and extends to Recovery Well Numbers 4 through 6 located on the Barnstable Fire Training Academy on Mary Dunn Road in Barnstable. The Phase III Report recommended that the groundwater remediation system installed as a Short Term Measure pursuant to 310 CMR 40.000 (the 1988 Massachusetts Contingency Plan) continue to operate until such time a f BARNSTABLE-BWSC/SMP RTN 4-0937 Page 2 of 3 Notice of Noncompliance—Attachment 1 level of no significant risk could be achieved for the downgradient portion of the plum. However, a Phase IV Remedy Implementation Plan including a Completion Statement pursuant to 310 CMR 40.0870 has not been submitted to the Department for the site. 2. In the fall of 1994, the Department issued a Tier IA Transition Classification and Permit Statement (a Tier I Permit) for the Cape Cod Company located at 100 Breeds Hill Road in Barnstable (the site). The Permit became effective on December 1, 1994 and expired five (5) years later pursuant to 310 CMR 40.0751(1). Since a Response Action Outcome Statement pursuant to 310 CMR 40.1000 was not submitted to the Department for the entire site or Remedy Operation Status (ROS) pursuant to 310 CMR 40.0893 was not achieved for the site prior to the December 1, 1999 Permit expiration date, an application for a Tier I Permit Extension must be filed with the Department pursuant to 310 CMR 40.0724. However, Anheuser-Busch Company has not filed a Permit Extension Application with the Department for the site. DESCRIPTION OF REQUIREMENT NOT COMPLIED WITH: 1. Pursuant to 310 CMR 40.0550(2)(b), a Phase IV Remedy Implementation Plan must be submitted to the Department within two (3) years of the Permit effective date. 2. Pursuant to 310 CMR 40.0724(1), a Permit Extension Application shall be submitted to the Department at least ninety(90) days prior to the expiration of the Tier I Permit. DESCRIPTION AND DEADLINES OF ACTIONS TO BE TAKEN: The following action(s) must be completed within the timeframe(s) described below: 1. By October 26, 2001, submit to the Department a Phase IV Remedy Implementation Plan (the Phase IV Report) including a Completion Statement pursuant to 310 CMR 40.0870_ If Remedy Operation Status can not be achieved for the site pursuant to 310 CMR 40.0893 or a Class A or C Responses Action Outcome pursuant to 310 CMR 40.1000 and additional assessment activities are required at the site, a Tier I Permit Extension Application prepared in accordance with 310 CMR 40.0706(2) should be submitted to the Department in lieu of the Phase IV Report. In addition, a Scope of Work that describes the proposed assessment activities and includes a schedule for implementation should be submitted to the Department with the Permit Extension Application. 2. Upon performance of all of the required actions under this Notice, your LSP should certify that the Respondent has implemented response actions in accordance with M.G.L. c.21E and the MCP and complied with this Notice. Notwithstanding this Notice of Noncompliance, the Department reserves the right to exercise the full extent of its legal authority to obtain full compliance with all applicable requirements, including but not limited to, criminal prosecution, civil action including court-imposed civil penalties, and.Civil Administrative Penalties issued by the Department. j` BARNSTABLE-BWSC/SMP RTN 4-0937 Page 3 of 3 Notice of Noncompliance—Attachment I If you have any questions regarding this matter, or if you would like to discuss compliance with this Notice,please contact Laura Stanley at the letterhead address or by telephone at (508) 946-2880. All future communications regarding this matter must reference Release Tracking Number 4-0937. For the Department of Environmental Protection: DATE: L�c Z�v 1 NAME: V�"Z Gerard M.R. Martin, Chief Site Management&Permitting Section ATTACHMENT 2: NOTICE OF NONCOMPLIANCE SUPPLEMENTAL INFORMATION This attachment further explains why this Notice of Noncompliance (NON) has been issued to you. Why was I issued this NON? The Department's records indicate that you have not submitted one or more of the documents,or conducted one or more of the response actions, listed in the attached NON. This NON was issued to inform you of this fact and offe_, you an opportunity to come back into compliance by submitting the missing information to the Department, or conducting the response actions, by the deadlines specified in the NON. The Department's records also indicate that you were issued a Tier I Permit (the Permit). By accepting the Permit, you agreed to conduct response actions at the site in accordance with the terms and the conditions set forth in the Permit and the provisions of the MCP, 310 CMR 40.0000. In addition, you agreed to notify the Department in accordance with 310 CMR 40.0172 if you are/were unable to proceed with such actions. What happens if I fail to comply with or respond to the NON? You have a specified amount of time from the date you receive the NON to comply, as is stated in Attachment 1. If you fail to comply, you may be subject to additional enforcement action by the Department including, but not limited to, criminal prosecution, civil action including court- imposed civil penalties, or administrative penalties. If a penalty is assessed, your total penalty exposure may be considerable. For example, penalties can be assessed for each day you remain in noncompliance. Note that the Department is allowed by law to back calculate daily penalties to begin on the date you received the NON. As a result, you may be penalized thousands of dollars should you fail to comply with or . respond to the NON by the deadline specified. Please refer to the Civil Administrative Penalty Statute, Chapter 21A, Section 16 and 310 CNIR 5.00, and the Civil Administrative Penalty Regulations, for complete details on the Administrative Penalty rules. When the cleanup contractor finished the work in the field, I thought my dealings with the Department were finished. What more do I have to do? This is a common question asked when a NON is received. PRPs often think their dealings with the Department are over when, for example, the fieldwork is completed by a cleanup contractor. Examples of the types of fieldwork completed include the removal of contaminated soil; installation of groundwater monitoring wells; collection and analysis of soil, groundwater, air or surface water samples; and installation and/or operation and maintenance of a remedial system (examples include a groundwater pump and treat system, a soil vapor extraction system and/or an air sparging system). The fieldwork may be complete, but you still must submit documentation (such as Immediate Response Action Status and Completion Reports, Phase II - • . BARNSTABLE-BWSUSMP RTN 4-0937 Page 2 of Notice of Noncompliance—Attachment 2 Reports, and a Response Action Outcome Statement) to the Department to prove that the cleanup was undertaken in compliance with the MCP and the terms and conditions of the Tier I Permit. The Department tracks the progress of cleanups by checking to see if you are sending information about your cleanup progress on time. For example, if we do not receive the Phase Reports described in 310 CMR 40.0800 within the time frames allotted in the MCP, (refer to 310 CMR 40.0550) or a Response Action Outcome (RAO) Statement within five (5) years of the effective date of the Tier I Permit, we must assume that you are either not implementing any cleanup activities at all or are conducting response actions at the site without a valid Permit. Without your cooperation in obtaining the cleanup information, the Department does not know whether serious environmental problems are being addressed. If work is not being performed or is not being performed in compliance with the Tier I Pemut, the Department must take action to ensure it happens. On the other hand, you may have finished the cleanup but neglected to forward the appropriate documentation required by the MCP and the Permit. What do I have to do to comply with the NON? In order to comply with the NON, you must conduct the response actions, if applicable, and submit the documentation stated in Attachment 1 of this NON, Noncompliance Summary. Please be advised that all response actions not directly managed by Department staff must be overseen and directed by a "Licensed Site Professional' or LSP. LSPs are licensed by the Commonwealth, and their stamp and signature are required (together with yours) on all but one form you must submit to the Department. For information on hiring an LSP, you may call the LSP Board at (617) 556-1091. You should be aware that the Department does not become involved in or help mediate billing disputes with insurance companies, cleanup contractors, or LSPs. A common response to a NON is that an insurance company is slow on paying cleanup bills or will not cover various cleanup costs. We also hear that cleanup firms and LSPs will not send in RAOs and other forms because their clients have not paid their bills. These matters must be resolved privately by you. You ultimately must comply with the attached NON or be subject to significant penalties from the Department. F ATTACHMENT 2: NOTICE OF NONCOMPLIANCE SUPPLEMENTAL INFORMATION This attachment further explains why this Notice of Noncompliance(NON) has been issued to you. Why was I issued this NON? The Department's records indicate that you have not submitted one or more of the documents, or conducted one or more of the response actions, listed in the attached NON. This NON was issued to inform you of this fact and offer you an opportunity to come back into compliance by submitting the missing information to the Department, or conducting the response actions, by the deadlines specified in the NON. The Department's records also indicate that you were issued a Tier I Permit (the Permit). By accepting the Permit, you agreed to conduct response actions at the site in accordance with the terms and the conditions set forth in the Permit and the provisions of the MCP, 310 CMR 40.0000. In addition, you agreed to notify the Department in accordance with 310 CMR 40.0172 if you are/were unable to proceed with such actions. What happens if I fail to comply with or respond to the NON? You have a specified amount of time from the date you receive the NON to comply, as is stated in Attachment 1. If you fail to comply, you may be subject to additional enforcement action by the Department including, but not limited to, criminal prosecution, civil action including court- imposed civil penalties, or administrative penalties. If a penalty is assessed, your total penalty exposure may be considerable. For example, penalties can be assessed for each day you remain in noncompliance. Note that the Department is allowed by law to back calculate daily penalties to begin on the date you received the NON. As a result, you may be penalized thousands of dollars should you fail to comply with or respond to the NON by the deadline specified. Please refer to the Civil Administrative Penalty Statute, Chapter 21A, Section 16 and 310 CIV1R 5.00, and the Civil Administrative Penalty Regulations, for complete details on the Administrative Penalty rules. When the cleanup contractor finished the work in the field, I thought my dealings with the Department were finished. What more do I have to do? This is a common question asked when a NON is received. PRPs often think their dealings with the Department are over when, for example, the fieldwork is completed by a cleanup contractor. Examples of the types of fieldwork completed include the removal of contaminated soil; installation of groundwater monitoring wells; collection and analysis of soil, groundwater, air or surface water samples; and installation and/or operation and maintenance of a remedial system (examples include a groundwater pump and treat system, a soil vapor extraction system and/or an air sparging system). The fieldwork may be complete, but you still must submit documentation (such as Immediate Response Action Status and Completion Reports, Phase THE TOWN OF BARNS-TABLE �OF Taw OFFICE OF Z BAaa9TSBL i BOARD OF HEALTH 367 MAIN STREET 'e0 MAY A HYANNIS, MASS.02601 October 20, 1995 Walter D. Lehman, P.E. Senior Environmental Engineer One Bush Place St. Louis MO 63118-1852 Dear Mr. Lehman: You are granted an extension on behalf of your client, Eagle Snacks Inc., until March 15, 1996, to the Cape Cod Potato Chips Building located at 100 Breeds Hill Rd.,Hyannis to. town sewer. The extension is granted because you stated you are currently reviewing bids from contractors and you will be following a revised schedule to complete the work: Obtain State and Local permits - 11/17/95 Complete reconstruction 3/12/96 In-Service 3/15/96 You stated you hoped to complete construction during the week between Christmas and New Years, however an extension of March 15, 1996 would allow for potential delays from inclement weather. Sincerely Yours, Susan G. Rask R.S. Chairman r. a Board of Health Town-of Barnstable SGR/cd , Lehman/wp/q I TOWN OF BARNSTABLE bpi TH Err0� b�P w�♦o, OFFICE OF Heaa9TSHL i BOARD OF HEALTH NAB& 0 o°,ems 1639 \� 367 MAIN STREET 'EO MPY 01' HYANNIS, MASS.02601 May 19, 1995 Walter D. Lehman, P.E. Senior Environmental Engineer Environmental Affairs Annheuser-Busch Companies One Busch Place St. Louis, MO 63118-1852 RE: Cape Cod Potato Chips Request for extension of time to connect to town sewer. Dear Mr. Lehman: You are granted an extension, until October 16, 1995, to connect the Cape Cod Potato Chip Building to town sewer. The extension is granted because you stated that funding requests for the project was finally reviewed and appropriated recently. The design will not be completed until June 16, 1995. Please keep the Board of Health up-to-date of your progress on or about 6/16/95, 8/18/95, and 10/13/95. Please telephone our agent Thomas McKean at 790-6265 if you should have any questions. Sincerely yours, Susan G. Risk, R.S. Chairman Board of Health Town of Barnstable SGR/bcs Weems ANHEUSER BUSCH COMPANIES April 28, 1995 Thomas A. McKean, C.H.O. Director of the Health Division Town of Barnstable P.O. Box 534 Hyannis, MA 02601 SEWER CONNECTION Dear Mr. McKean: Cape Cod Potato Chips has received the notice to connect to the town sewer and has initiated a project to complete the work. Company procedures dictate that project papers be developed and certain reviews be conducted in order to obtain funding for a project. The project appropriation was finalized two weeks ago and a consultant has been chosen to design the project. Following is the schedule to complete the work: Final Appropriation 4/14/95 Complete the Design 6/16/95 Obtain State and Local Permits 8/18/95 Complete Construction 10/13/95 In-Service 10/16/95 Consequently,:Cape Cod-Potato--Cliips�is requesting an extension to October 16, 1995 to complete the connection work. If you need to discuss this issue, please give me a call. Sincerely, ANHEUSER-BUSCH COMPANIES, INC. Walter D. Lehman, P.E. 11 Senior Environmental Engineer Environmental Affairs TEL: 314-577-4164 � - FAX: 314-577-1032 MAY 2 1995 cc: J. W. Crawford, VP Operations, Eagle Snacks, Inc. a �' J. Shiankey, Plant Manager, Cape Cod Potato Chips f Anheuser-Busch Companies, Inc. Executive Offices One Busch Place St. Louis, MO U.S.A. 63118-1852 Telex 447 117 ANBUSCH STL 1 R EHEL EPT TOWN NSTA�;B LEJ� s a i r MAYj 11 9; V ,Vl,0gC7 1 , 9 t 1 QA2Aro UM. r E �C 530�"1*6 d QJ lb yo o I Martin Flynny Chairman Board of Selectmen Selectmen's Office 367 Main Street Hyannis, MA 02601 I Dear Martin Flynn, August 9, 1991. In order to comply with ;COL Chapter IIIN I have enclosed an updated MSDS list along with additional M9DS' that are being submitted for the first time. They are: Glum-a-Lub Lemonex. Aries 292 Liquid Fry-Clean EPI-Seal LeaK Nt !.e, Metabo Flexiamont Super Foam Xtra Monarch NO Grease-Strip Solo 100 Canola Oil. Hy-Gard Transmission and Hyd. Oil StruKtol SB2080 Defoamer industrial Enamels Water-based Enamels Ken KromicK Primer MSDS deletions includet Drewfloc Coagulant Citra-Scrub • 'Air-lift Floral. Liquid Boil-out Lubriplate AC Lubriplate FMO Rapid Kleen Tough Duty SD 20 ZEP MW Grease ZEP Preserve Spra-temp Our current contact and emergency information is as follows'. Company: Cape Cod Potato Chips Breeds Hill Rd,, Hyannisy MA 0260L Business Phone! (508075-3 fir:Et Emergency Phonet (508)477-8126 Bart Petracca, Quality Control. (508)771-5202 Donna HoKe, Employee Relations SIC Codet 2096 Average 0 of Employees! 135 ThanK you, Bart Petracca Quality Control Supervisor. t. HAZAFiD008 MATERIALS L ( - f f:;0? 1. CHEMICAL OR PRODUCT MAMC DE PARTMENI Mf:iDS LOCATION -------- ACETIC ACID, GLACIAL WWT : COMMUNICATION ACETONEMA:I:PdTE �lAP,CE: GCIV1MIJi`lJ:Cr1TJ:Cli'! AEI"'T'YL_L NI: > MAINTL-NANCl'� C k7MlikJ�lTCr''�T:l{+i! A .TIVri1'f.:D ALUMINA . PROCESSING CCif'►Ql-tAa:CAT:EON ACT:I VA.TC3R(POL_YAi IDE F;1:_S:Li' ? MAINTENANCE E - " C OMMUM1:C'ATJ.t:N ADHESIVE :I661 MAINTENANCE COMMUNICATION ALCGi' OX C. C[J��+I�IkJ :TCF�'T'TC+t� r ALUM--A--LUTE MAINTENANCE COMMUNICATION ALUMINUM 1 . 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COMMUNICATION S!'ARh.I:_EEN WAREWA? !';I.AG DETERGENT U.C. COMMUNICATION STEEL s`••i A I N..!'-fir i'••I A N C:E:: COMMUNICATION WASTEWATER COMMUNICATION SUPER A.., , E: WATER COMMUNICATION SUPER LURE"".: AEt;CJ`SOL CAN11MAINTENANCE CL7MMUSCA7IUN SWIFT SET CEMENT 'i11X _ �MAINTENANCE! ,; � COMMUNICATION Tr',f'f-REE_ MAINTENANCE c,o l.,i6.NIC,AT:L0N THORIATED TUNGSTEN E:L..E:CTRODE: MAINTENANCE COMMUMICATION THREE—IN—ONE HOUSEHOLD OIL" MAINTENANCE:: CCl"IMt.lfi:[t:`ATION 3N OIL CORX,iENT t MAINTE !At!C.f. COMMUNICATION {i'SJ r'iDHF_ii:1:11NSE AL.F'NT - MAINTENANCE COMMUNICATION' l"LTRA BLACl.y1TMaE•;TV , S]LCCr(:1iri.:< MAINTENANCE CCJMMt.lill,CA 101 WF.`..I;CO Ai'!T1. 1.5 I C {'ZINC OXIDE}, ,MAINTENANCE . ,COMMUNICATION { ,XYL.E:i1E (: MMUNICA .T.t:N EI"' DYNA SOI... n. ►iA:LPSITEidANCE" � COMMUNIMION ZEE L..E;PtONEX U>rMITA'Tl'OW & C(:)iiMt.NICATION - _ to - 7' %.'}",.dr 1 Page 1 Z .April 6, 1991 3 SK-1765 4 ., S MATERIAL SAFETY DATA SHEET, 1 6 7 H. B. Futter Company'`- Nonarch Division a 3900 Jackson Street N. E. 9 Minneapolis, Minnesota 55421 Prepared by. .• G tuns 10 612178118071 12 PRODUCT IDENTIFICATION x 14 yH. B 'Fut l e Company Name: r • `SK-1765ty 15 Trade, Name:,-Liquid Fry Clean `f 4 16 ..`` DOT •Proper Shipping. Name: -C.teening sCompound Liquid, "NOS 4 ,UN•1760- -17 . 18 HAZARDOUS INGREDIENTS' 19 20 Material Name/CAS- N' %; Level OSHA PEL ACGIFI 'TLV` 22, in Product: (1986) 23 Potassium Hydroxide >10 25 (1310.58.3) NE 26 PHYSICAL DATA: 27 •. 28 Physical State: liquid 29 Boiling Range: 212°F 31 Percent Volatile >13 , • 32 by weight: 55' 33 weight per Gallon: 11.97 3' 34 35 FIRE PROTECTIOMr a' 36 37 Flash Point/Method none 38 39, Appropriate 40 Extinguisher41 _ Nonflammable " 42 Special Fire Fighting 43 Procedures; Known 44 None t - 45 Unusual Fire and� , . `�`' • 46 Explosion Hezards: a Closed containers may rupture when 47 exposed to extreme heat. Contact 48 with , some metals, particularly 49 magnesium, . aluminum and' zinc k, (ga.lvani.zed meta[) can rapidly'_ r 50 { 51 liberate hydrogen gas, which is R 52 explosive. 53 REACTIVITY DATA 54 , 55 Stability: i > " 56 Stable 58 57 Incompatibility: 'Acids, Orgsnic*Materi1a[s S9 Hazardous Decomposition - 60 Products 61 - None.- . - •62 Hazardous Polymerization, Will not occur .64 EFFECTS 'OF OVEREXPOSURE 66 Acute: N i 67 Harmful or fatal if swallowed. j .,u 68 Case.. ..• burns' to skih, e 69 ' ''mucous• membranes. • Misty or esprays 70 ;wild .i:rritat6 and may damage upper . 7Y reeptrator,y ,tract and lungs. Eye 72 contact may reautt . in permanent . damage.,.. even blindness. _ a H .B.: .U.L•LER !MONARCH ...L.pg. . agyr 61 2782 1 736 *` ? P r 1 Page 2 2 April 6, 1991 3 SK-1765 4 5 Chronic: No anticipated chronic effects. 6 This product does not contain 7 regulated levets • of NTP, 'IARC or 8 OSHA listed earcinogena. 9 10 11 12 EMERGENCY AND FIRST AID PROCEDURES 13 14 For Ingestion: If person can swallow, give ono 15 glass of water or milk. Do not* 16 induce. vomiting. Get immediate 17 medical attention. 18 19• 20 For Eye Contact: flush immediately with water fdr 15 21 minutes. Oct immediate medical 22 23 attention. " 24 For Skin Contact:' 25 Nash affected area with soap and 26 water. Remove contaminated 27 clothing and launder before reuse. 28 OCCUPATIONAL CONTROL PROCEDURES 29 30 Eye Protection:31 Chemical splash goggles, eye wash. 32. Skin Protection: safety I shower, rubber gloves, . 33 protective body covering. 34 35 Respiratory Protection: Not normally required. 36 37 Ventilation: Standard industrial ventilation. 38 39 SPILL, LEAK AND DISPOSAL PROCEDURES 40 41 Spill or Leak Procedures: Contain spill a 42 nd remove with Inert 43 absorbent. 44 waste Disposal; Dispose of in accordance with 45 local 46 state and-, federal 47 regulations. 48 ADDITIONAL INFORMATION: 49 50 Store in a cool, dry location. 51 52 Do not add water to concentrated alkbline ,solutions. Add product 53 slowly to water to prevent splattering. 54 55 NA = Not Applicable 56 NE = Not Establiahed SK-0294 Page 1 . 0`i 0/86 1! MATERIAL SAFETY-,DATA,SHEET H. B. Fuller Company - Monarch Division 3900 Jackson Street NE Minneapolis, Minnesota 55421. E Y Prepared by:., John 'R. Dolmar Emergency Telephone Number:_ . .612i781`-8071 :PRODUCT. IDENTIFICATION H. R. Fuller Conpany Name: SK-0294 , Trade Name:' Monarch' 880 DOT Proper Shippi;ng .Name,: . -Cleaning Compounds, Liquid`, (Corrosive Material ) NA-1760 . HAZARDOUS INGREDIENTS ° 'Le el Material Nave/CAS # In Product OSHA: PEL ACGI3H TL.V. (19B6) Phosphoric acid (7664=38-2),. .35'. ' l mg/M3 1 ma/M3 . Nitric acid (7697-37-2) . .` 5 mgiM S mg/M3 -f r PHYSICAL DATA ter° :.�. Phy�i cal State: i - Liquid. Boiling Range: >200 F r f pH: - Percent Volatile by Weight: 70 Weight per Gallon: 10. 1 lbs. FIRE,PROTECTION _, Fl ash_Poi nt/Method: NA ' Appropriate Nonflammable Extinguishers: Special Fire Fiohtinq Persons exposed to there.a1. decomposition-products-..' Procedures: should wear full protective- equipment including self-contained 'breathing. a.pparatus ' ' Unusual Fire and... Closed containers' may rupture ,when "exposed. to, Explosion Hazards• extreme heat. REACTIVITY DATA ctabi.l ity: Stab) e Incompatibility: . $tronq alkalis,-'chlbrin.ated solutdons ' ` Hazardous Deco ff.pgsition, Prod' cts: F..'hosphorus pentoxide, nitrogen oxides � .NPA not applicable ; > NE - .not established-_ i SK-02)94 Page 2 06/20/86 Hazardous Polymerization: Will not occur EFFECTS OF OVEREXPOSURE Acute: Harmful if swallowed. Causes burns to skin , eyes and mucous membranes. Mists or sprays will irritate and may damage upper respiratory tract and lungs. Eye contact may cause permanent blindness. Chronic: Prolonged overexposure to nitric acid may erode tooth enamel and reduce lung capacity. This product does not contain regulated levels of NTP, IARC or OSHA Fisted carcinogens. EMERGENCY AND FIRST AID PROCEDURES For Ingestion: If person can swallow, give one glass of water or milk. Do not induce vomiting_ . Get immediate medical attention. For Eye Contact: Flush immediately with water for 155 minutes. Get immediate medical attention For Skin Contact: Wash affected area with soap and water. Remove contaminated clothing and launder before reuse. Inhalation: Remove to fresh air. Get medical attention. OCCUPATIONAL CONTROL PROCEDURES Eye Protection: Chemical splash goggles, eye wash. , Skin Protection: Safety shower , rubber gloves, protective body covering Respiratory Protection: Not normally required. NIOSH approved acid mist respirator if material is being sprayed. Ventilation: Standard industrial ventilation. SPILL, LEAN; AND DISPOSAL PROCEDURES Spill or Leak Procedures: Contain spill , dilute if .necessary and neutraii ,e using sodium bicarbonate. Rem----e with inert absorbent . Waste Disposal : Dispose of in accordance with local , state and, federal regulations. ADDITIONAL INFOR H: 1ON NA - not -L?plicable NE - not established SK-0294 Page ~ , ` Ob%20/86 Do not store near alkalis or chlorinate d 's+aterials. C t . s Nib riot, applicable NE - not established, . MATERIAL SAFETY DATA SHEET PRODUCT NAME.:. EPI—SEAL LEAK DETER HMIS CODES: H F •R P PRODUCT CODE: LEAK DETER --------__-- SECTION I — MANUFACTURER IDENTIFICATION =----- ----- 1ANUFACTURER'S NAME: BONDED PRODUCTS, INC. f ADDRESS: 439 S. BOLMAR STREET, BOX 39} WEST CHESTER, PA 19381-0039 EMERGENCY PHONE: 21 696-9220 INFORMATION PHONE: 215- 9'6-9220 1 DATE REVISED : 01 -29-90 NAME OF PREPARER A. IAIC-HOLAS ROSA REASON REVISED : NEW FORMULA SECTION II HAZARDOUS INGREDIENTS/SARA III INFORM4I61' -------- OCCUPATIONAL EXPOSURE LIMITS VAPOR, PRESSURE JAZARDOUS`COMPONENTS £ r CAS NUMBER. OSHA PEL . ACGIH TLV OTHER mm Ho 3 TEMP. ---------- --- ----- --------- --- -- -- - :OCANIDE DEA' . 61791-31-9 NO NO -N/A 'PROPYLENE GLYCOL 57-55-6 NO EST STD NO EST STD « O.i 10F 30DIUM NITRITE - 7632-00-0 NO NO rJLA: Indicates.toxic chemical(s) subject to the repotting requirements of section 313 of Title III and of 40 CFR 372. IIF: NO INFORMATION FOUJD. NA: NOT APPLICABLE. • - w4 - .. r SECTION# III — PHYSICAL/CHEMICAL CHARACTEP.ISTI CS ' --_— =� 30ILING POINT: +212 DEG.•, F.°` ` .m SPECIfIC ' GRAViTYr (H2O-1') : 1n 3 JAPC)R DENSITY: N/A EVAPORAT I ON RATE: hL'H .: Y 30LUBILITY IN WATER: MI,SCIBLE'° APPEARANCE AND ODOR: BLUE "-------------- SECTION IV FIRE AND• EXPLOSION HAZARD DATA -LASH POINT: NONE METHOD USED: =LAMMABLE LIMITS IN AIR BY .VOLUME-' LOWER: N/A UPPER: rL A XTINGU.ISHING MEDIA: PRODUCT IS AN AQUEOUS 'MIXTURE. 4 SPECIAL FIREFIGHTING PROCEDURES , i ONE k ' 14USUAL""' F I RE AND EXPLOSION HAZARDS v ~ OT APPLICABLE LEAK DETEX MATERIAL SAFETY DATA SHEET PAGE 213F 3 ____---__---- -- SECTION V - REACTIVITY DATA STABILITY: STABLE CONDITIONS TO AVOID INCOMPATIBILITY (MATERIALS TO AVOID) IOT DETERMINED HAZARDOUS DECOMPOSITION OR BYPRODUCTS IOT DETERMINED HAZARDOUS POLYMERIZATION: WILL NOT OCCUR OVOID TEMPERATURES OVER 130 DES. F. -_____---_------ SECTION VI - HEALTH HAZARD DATA INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE 'NOT APPLICABLE ; SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE AT APPLICABLE SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE AT APPLICABLE INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE IOT APPLICABLE HEALTH HAZARDS (ACUTE AND CHRONIC) LONE. NO CHRONIC HEALTH EFFECTS ARE D(PECTED FROM NORMAL USE. i :ARCINOGENICITY: NTP? ) NA IARC MONOGRAPHS? . .NA OSHA REGULATED? NA 1EDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE IONE MOM EMERGENCY AND FIRST AID PROCEDURES VOID EYE CONTACT. IF IN EYES, FLUSH WITH PLQITY OF CLEAN WATER OR PREPARED EYEWASH. , LEAK DEYEX 7�' MATERIAL SAFETY DATA SHEET PAGE 3 OF 3 -------__= SECTION VII - PRECAUTIONS FOR SAFE HANDLING AND USE STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED :ONTAIN SPILL. PUMP INTO DRUMS FOR DISPOSAL AND SOAK UP RESIDUAL LIQUID UITH ABSORBENT MATERIALS. USE WATER TO CLEAN AREA OF SPILL. TASTE DISPOSAL METHOD )ISPOSE 1N A LAND FILL APPROVED BY LOCAL, STATE, AND FEDERAL REGULATIONS. PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING IO SPECIAL PRECAUTIONS. OTHER PRECAUTIONS 10 CHRONIC HEALTH EFFECTS ARE EXPECTED FROM NORMAL USE. • SECTION VI I I - . CONTROL MEASURES ______-----. ._...__.M.. RESPIRATORY PROTECTION 1SE IN A WELL VENTILATED AREA. )ENTILATION .00AL EXHAUST RECOMMENDED 'ROTECTIVE GLOVES !UBBER GLOVES, IF DESIRED. :YE PROTECTION AFETY GLASSES OR GOGGLES. ITHER PROTECTIVE CLOTHING OR EQUIPMENT OT REQUIRED FOR SMALL APPLICATIONS. IORK/HYGIENIC PRACTICES � r SSERVE GOOD PERSONAL HYGIENE. •------------- SECTION IX. . ----------- DISCLAIMER -,I SCLAIMER IFORNATION AND REC"ENDATIONS CONTAINED HEREIN ARE BASED ON DATA BELIEVED TO BE CORRECT. HOWEVER, NO GUARANTEE OR JAP,RANTY OF ANY KIND, EXPRESSED OR IMPLIED, 1S MADE WITH RESPECT TO THE INFORMATION CONTAINED HEREIN. page MAT=RIAL SAFETY DATA �IS E E T _ H. B. Feller Company - Monarch DIiv415.on :I V_ Jac'kson Streit NE Minneapolis Minnesota 55421 rrepar-ed b,,. Bonn Dolmar. Egergency rIephcne- Number: 800 2?8-5635 F:0DJCT 1DENTIF?CATION,,' H. -8. Fuller- Company !'name: SK-0-064 Trade iv.3tne: F.;zm .t-tra .; > DOT Pieper Shipping' Narne: Not a re'g:}Satee ateriaI.:,. kN7p i1=:Jc. INGFED1FjTB - his product woes not contain regulated, I eve!s' of ha.ar dao+us l,i"ltgr'eC;i ell ts •a detined in 29 CFp: 1 " :,. 12 0 the OSHA.H rd tr;uni ati n S an�ard ' +� a",a n n r ��, t f; PHYSICAL i+HT; PhVsica.i S1Kte iqufall oral l l n ane 2_,! _ pH! Percent Volatile Weight per Galion: i us. h;ppr opr 1 ate J U u,a tur' �1 - on 4af:!T1cl'l r- - ecial F1're Pi crtl nG .+ .o `'.. Procedur es JnLisual4 Fi re and T P e r e i .the- pzossi b1 ! ' t,,cf , p Ecc+rr 1!l ld,'!;iz In t::p1o51on Ha rd r+ n_En r'unrziner=_ b:h6r: il eat Cd . W a+ut ;c,Gra .r Y, p w u=e to cool the coat lza lners F A."T ill I T' 0A �t ili t Mom+ e: r f Hai:3r:does D!e.r_orr ositiori Produc 4:- N E rt. Hazardous E+_,1vm:_ a. on w_ 11 n,of ocr•ur .: ;,fY - nrt.ap r,.ic.acle _ SK-0064 P�Ge EFFECTS OF 0; ER-XPOSURE A,c. ate: Eye contact may cal.!se irritation. Prolonged or repeated stein contact r=ith the liquid product may cause irritation. Chronic: No anticipated chronic effects. This product does not contain: regulated levels of NTP, IARC or OSHA listed carcinogens. EMERGENCY AND FIRST AIEt PROCEDURES Fnr Ingestion: !Give one glass of dater or milt;, induce vomiting. Get immediate medical attention. For Eye Contact: Flush immediately with water for 15 minutes. If irritation persists, get medial attention. For Stain Contact: Wash affected area with soap and water-. inthaI�tiOn: ;remove to fres- air. Get medical attention if irritation persists. ! CCUPA T iitlAL CONTRQL PROCEDURES cje Protection: Safety glasses Str.ir. Protection: Not normally required tespi ra for? P aLe�i "r'7l f!rr(r!a 11'i r"q'tii re7 `.''er!t; latian,: Stan lard indu_tr-iai en}ila,t n, SF''I' L, LEAK AND .D SzPOSAL PR!OCUE:D.iRE= , Sr l I I or Lea t: P a c edurr-,s Cont-. n and remove with inert absorbent. Keep YiII cut at sewers. Waste Disposal : This product does not meet The definition, of hazardous !paste under 4(i C P P 2e1 . Dispose of In accordance with local , state and federal reou a- t ADD ITTONAL ii F!7RMIAT Tnt� No additional information. NA - na't a o P cable IN - ntot es _a..b,i i shPEo U.S. DEPARTMENIIT, OF LABOR Foim Ap(lflwiwr _ .FMB No. 44-R1387 /- Occupational Safety and:.Health Administration k•. MA 'RIAL SAFETT -DATA S H ��T Requiied,under LISDL Safetytand Health Regulations forShip Repairing, Shipbuilding, and Shipbreai ing (29 CFR 1915, 1916, 1917)' s r— — SECTION' t141JUFACTUrtER'S NAME EMERGENCY TELEPHONE NO ^ PERMA,'INC. 617-667-5161 **° ADq1� 5( ''umber Scree Cif l• S7 !r.and:Jl'C'q Ie bU� �pring S�tree , . BEDF17_RD, =MA 01730 _ ' I Ir11,CAL NAME.AND SYNONYMS TRADE_NANI ND SYNONYMS N A': GREASE STRIP C,4EPXICAL FAMILY —^-- - -- tORMULA — -- ALKAL_INE CLEANINGCOMP,:inWATER N. o oison Center_ 1-61 I SECTION 11 - HAZARDOUS INGREDIENTS PAINTS,PRESERVATIVES,&'SOLVENTS % TLV ALLOYS AND METALLIC COATINGS /o. TLV f Units_ (Unitsl ' 'lirMENTs BASE METAL r CATALYST' ALLOYS _ VEHICLE METALLIC COATINGS FILLER MF,TAL SOLVENTS - PLUS COATING OR CORE FLUX - AO.61 i IVES OTHERS OTHERS - 3 TLV HAZARDOUS MIXTURES OF OTHER LIOUIDS LID F 0 SOLIDS, OR GAS.S � .- (Units) —1. IU t ) CAUSTIC and ALKALINE INGREDIENTS CAS 10 2 _. GLYCOL ETHER SOLVENTS ' CAS#11146=2 •. 3 50 ..< _71 e SECTION III - PHYSICAL DATA - BOILING POINT (OF ) ' ,SPECIFIC GRAVITY(H2O=1) 212 n J. 13. - s -- PERCENT,VOLATILE VAPOR F�RFSSURE (min H9.).: -, •w , r8V VOLUME (%) . `82 ' ' VA^OR DENSITY (AIR=1). EVAPORATION RATE 1 SOLUBILITY'IN WATER ----- COMP.LET --- r,r r-- —--- APPEA12ANCF AND ODOR LIGHT YELLOW,DETERG... -ODOR w' r SECTION .IN/"•- `FIRE AND;EXPLOSION HAZARD DATA FLASH POINT (Method used) N.A. FLAMMABLE LIMITS Lel r Uel L— — _ EXIINGUISHING MEDIA i WILL NOT 'BURN-. SPECIAL FIRE FIGHT ING PROCEDURES'-- NONE -- - ' UNUSUAL FIRE AND EXPLOSION HAZAk0S " -NONE PAOE (1) (Continued on-reverse side); Form OSHA-20� :Rev.May 72 9-.84, Pitrolffy SECTION V HEALTH HAZARD DATA 1 Fia1:SH0LD LIPAIT VALUE NOT ESTABL.MiFlZ- ----- — - F_FFtCT50F pVEREXf'OSURE - - CONTACT WITH SKIN._AND EEC.._CAIUSES_TRRTTATIGN--OR-13-UBNL--___--- _ V_APORS MAY IRRITATE .EYES—AND--.RESP-IBAT.O.RY._TRACT�__ F:i.l[RGENCY AN FIRST AID PR QEDURES _INHALATISN; MOVE �UBJECT TO FRESH-AIR. CONTACT: FLUSH SKIN and EYES with plenty of water, getMedical attention. INGESTIONS • Give Milk or Citrus Juice, See a Physician Do Not INDUC VOMIT SECTION VI - REACTIVITY DATA SIABILITY UNSTABLE CONOiT1ONS TO AVOID STABLE X INCOMPATABILITY (,llnlrriols ry amid) ACIDS HAZARDOUS DECOMPOSITION PRODUCTS CONDITIONS TO AVOID HAZARDOUS MAY OCCUR — POLYMERIZATION WILL NOT OCCUR X , SECTION Vil SPILL OR LEAK PROCEDURES STEPS TO Bt TAKEN IN CASE MATERIAL IS RELEASED OR SPILLCEPLUSH WITH SLOW STREAM OF WATER �. WSTE DISPOSAL ME A fH40 L TO BE T,AN=T,T,FD,,Ac-c:ognTNG, TIONS SMALL QUANTITIES DRAIN FLUSHED SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRTORY PROTECTIO A N (Specify t)?)c) _ . NONEr ,MAL OPERATION LOCAL EXHAUST SPECIAL VENTILATION NONE MECHANICAL (General) YES OTHER PROTECTIVE GLOVES EYE PROTECTION RUBBER. GLOVES SAFETY GLASSES OTHER PROTECTIVE EQUIPMENT EYE WASH FACILITY SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING KEEP FROM FREEZING AVOID PROLONGED CONTACT,KEEP AWAY FROM CHILDREN OTHER PRECAUTIONS- - i^ PAGE (2) Form OSHA-20 Rev.May 72 GPO 933.540 QUICK IDFN-rIFIER(In Plant CommoaNamet Material Safety Data Sheep '•Ab I r'asive Grindrng��Jheel - Manulartu s - .t Easerwmcy Nam. MVt.l,lx) 0)rj)t)ra I.Iorl TelepbowNv 215-436-5900 Adorr.-a 1 2 31 W i l s o n Drive .�Otbe Information 215-436-5900 West Ch'�ster PA 19380 , Calle - SuRnaaue or Per-goes Data .. Re;—ble Ior Pry-boa- Dav yd Jaeger - "a'"d ` ` 1 1-2 3=H5 (Rev. _.1 1-86) SECTION I - IDENTITY: jr Common %am* iu-ed on labell / a riTaa.Nam-,LSymeymal Metabo. Flexiamont .Suffer n/a / 1 Faintly Name ' n d F n/a Formula - Complex' SECTION 2 - HAZARDOUS INGREDIENTS Pnnapu Haurdau Componeoust Womwal common aamow, ThresboW Lima Value iAmLo * Aluminum Oxide CAS t 1344-28-1 47% _ 10mQ/m3 (A _ ,1H) * Silicon Carbide CAS p 409-21-2 "; 47%or 10mg/m3, (ACG1H) Cured Resin CAS # n/a 19� iOmg/m3 (ACG1H) ** Fibrous Glass CAS. N n/a 341 1OM!/m3 (AC .1H) * The abrasive grinding -wheels may coritziin one or more.of 'the above abrasiv _s' ** The chemicals above may be included in"the bonding system; ~ SECTION 3 - PHYSICAL& CHEMICAL CHARACTERISTICS (Fire & Fxplosion Data) r Staedsc . Vapor Point n/a Cwavicy,rt,0-ll n/a Ptess,6elmmHp- n/d Percent Vetat.le Vapor -v— nc»n Rate' by Voh,ma l'.I n/a" Density lAa=u ;,.n/a --- u n/a . Solubdicy — Neacuvrty,n oD 1N'atar no ne - water - _ ApPe-raxe_ anaOd«- Black, Brown, Odor 'none Flash FI-mmable�ljm,ta - Lowe Upper 5-orwsher '., 'r - Auto•IgMtioa Pout n/a m Au by Vohurti y n/a —/a 7emrxraturs n/a" Special Fire n F,ghung Prooeduree ? r Uousval Fur and --- Espbs.on Haurus. - --- / _ SECTION 4 - PHYSICAL HAZARDS Subtlty Unstable O Conditions Stable Ot to Avoid 1°coatpsubditv --------, ---• --------- - ---- Wsta.ds to Asotdl n/a Hazardous - - ---- -------- �.— __- Decompoesttoo Products n/a Hazardous bray Uacui G Conditions —-- --— — Polymaruation Wi11 Not Occur CK to Avoid SECTIONS- HEALTH HAZARDS Threshold Limttcalue TLV for respirable dust Smg/m�. Total dust- 10mg/mj (ACG1H) Signs and 1.Acute --- SymptomsotEtposure Overesposure no known symptoms - obtain medical. assistance i Chronic - — --- - -- Overe.rpoatre no known symptoms - obtain medical assistance Medical Conditions Generally — ---- Aggravated byE:pontre no known adverse affects - obtain medical assistance Chenttul Lured as Carcinogen Nauona:Totueology Yes G I.A R.C. Yea C OSHA Yea 0 Or Potential Carcinogen n/a Program No CJ ►ionogr-apbs No ❑ No ❑ Emergency and --- --- `- -- — First Aid Procedures Remove to fresh air andcall a physician L.Inhalation Grinding generates dust. Most of the dust is created from the material being ground. 2.Eyes -- -Some dust conditions may cause irritation. 1 Skin -- Dust may cause mild skin irritation.* L Ingestion — Avoid ingestion as with any inert, non toxic, non-edible material. SECTION 6- SPECIAL PROTECTION INFORMATION Aevptratnry Protection CSP—tyryptl - an approved Niosh Respirator ventilation Locsl - Atechaaical Special Ocher yes Exhaust yes Get"!' yes as needed Protective Eye - - Gloves recommend leather PrOLeCt1on oth P-otectiviter - --- face shield, gogqles Clothing or Equipment Leather gloves, face shield, ear plugs , tight fitting clothing. SECTION 7- SPECIAL PRECAUTIONS AND SPILTJLEAK PROCEDURES Precautions to be Taken e inHatialing and Scot age Indefinite shelf life - for best performance -store in a cool , dry location; see ANSI B7 . 1 Other -- - --- ------ -- - Precautioas Read ANSI B7 . 1 Safety :_ode_- Always use a guard. Visually inspect wheel . Do not operate above max. RPM marked on wheel: Steps LO be Taken a C,r.•- -- —- - --- -, Mstenal u Rticased or Spilled Sweep up and place in i c nosed container, wear an approved Niosh Respirator if dust is created. Methods ----Inc 171c t�iL ._jam ,an- thl�rnverl -i_I1G1ilE LdI1]Ldt [�nsc� of _, n an approver] EPA chemical dump in accord,inct- with 1-ca! , st,ite and federal regulations . I>tP0RT, N_r Do not Ica%c any blank spaces. If required information is tinacailabler, unknown, or does not apply, so indicate. B54 854XX 854XX Industrial Enamel,Non-Lead Color. page 2 ................................................................................ MATERIAL SAFETY DATA SHEET UNUSUAL PIKE AND EAPLOSION HAZARDS B9 Keep containers tightly closed. Isolate from heat, electrical equipment, sparks, and open flame. Closed containers ma explode Men ex MANUFACTURER'S NAME EMERGENCY TELEPHONE 6 NO. Y D posed to extreme heat. Application to hot THE SHERWIN-WILLIAMS COMPANY (216) 566-2917 surfaces requires-special precautions. During emergency conditions overexposure to 101 Prospect Avenue N.W. decomposition products may cause a health hazard. Symptoms may not be immediately apparent. Cleveland, Ohio 44115 Obtain medical attention. DATE OP PREPARATION INFORMATION TELEPHONE NO. SPECIAL FIRE FIGHTING PROCEDURES 17-Jan-89 (216) 566-2902 Pull protective equipment including self-contained breathing apparatus should be used: Water spray my be ineffective. If water is used, fog nozzles are preferable. Water may be Section I -- PRODUCT IDENTIFICATION used to cool closed containers to prevent pressure build-up and possible autoignition or ________________________________________________________________________________ explosion when exposed to extreme heat. PRODUCT NAME • - Trade Mark ............. ..................................------------------.........- Industr Sal Enamel, Non-Lead Colors Sectiom V -- HEALTH HAZARD DATA. PRODUCT NUMBERS AND COLORS - _________________________________________ _____________ ROUTES or EXPOSURE This REDS covers products with BEDS code B54XX, including: Exposure may be by INHALATION and/or SKIN or EYE contact, depending on conditions of use. To mintmIs exposure, follow recommendations for proper use, ventilation,and personal B54 A 12 Tower Gray B54 R 28 Safety Red protective equlpment. . B54 A 13 Slate-Gray B54 T 104 Ultradeep Base ACUTE Health Hazards B54 B 11 Black 854 W 10 Brilliant White EFFECTS OF OVEREXPOSURE 854 E 29 Safety Orange B54 W 101 Pure White Irritation of eyes, skin and respiratory system. May cause nervous.system depression. B54 G 14 Cedar Green B54 W 102 Midtone Base Extreme overexposure may result in unconsciousness and possibly death. B54 N 16 Walnut Brown B54 W 103 Deeptone Base SIGNS,AND SYMPTOMS OF OVEREXPOSURE 854 R 15 Deck Red 854 Y 27 Safety Yellow Headache, dizziness, nausea, and loss of coordination are indications of excessive exposure to vapors or spray mists. -- also Lead Hazard Free B54 -Custom Colors --- Redness and Itching or burning sensation may indicate eye or excessive skin exposure. • - MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE • PRODUCT CLASS _ - - None generally recognized. Alkyd Enamel ` EMERGENCY AND FIRST AID PROCEDURES ----------------- ---------- If INHALED: If affected, remove from exposure. Restore breathing. Keep warm and quiet. Section II HAZARDOUS INGREDIENTS rma®:ur If,on SKIN: Wash affected area thoroughly with soap and water. • �� r�rn - Remove contaminated clothing and launder before re-use. m-nv of If 1n EYES: Plush.eyes with large amounts of eater for 15 minutes. Get medical attention. 64742-47-8 Mineral Spirits. - 35-45 100 500 PPM 2.0 If SVALLOVM Get medical attention. 107-21-1 Ethylene Glycol. 0-5 - 50 PPM 0.1 CHRONIC Health Hazards - 1333-86-4 Carbon Black. [in Blacks only) <5 3.50 _ Mg/M3 as Dust No ingred lent 1n this product is an IARC, MY or OSRA listed carcinogen. 1308-38-9 Chromium Oxide , fin B54G14 only) <5 0.50 Mg/M3 - Ethylene Glycol 1s cons Sde%d an animal teratogen. I[has been shorn to cause.birth defects 13463-67-7 Titanium Dioxide. 0-10. Not Established as Dust in rats and mice at high doses when given in drinking water or by gavage: There is no evidence ____ _ _ __ _ ___ _ _ __________ to indicate it causes birth defects in humans. Chromium III (as Cr) - 2.5 t0.50 = Mg/M3 Rats exposed to titanium dloxlde dust at 250 mg./m3 developed lung cancer, however, such (present in B54G16 only) exposure levels are not attainable in the workplace. Prolonged overexposure to solvent ingredients in Section II may cause adverse effects to ................. .....................................-------------------- the if ver, and urinary systems. Section III -- PHYSICAL DATA Reports have associated repeated and prolonged overexposure to solvents with.permanent brain ________________________________________________________ ______ and nervous system damage. __________________ PRODUCT WEIGHT -- 8-10 lb./gal. . EVAPORATION RATE -- Slower Ulan Ether — --------- -----7T.77;��-MV ------------------------- SPECIFIC GRF.VITY -- 0.96-1.2 VAPOR DENSITY -- Heavier than Air Section VI -- REACTI VITY DATA BO I LING,RANGE -- 300-395 F MELTING POINT -- N.A. ---------------------------`--------------------------------------------------- VOLATILE VOLUME -- 55-60 k SOLUBILITY IN WATER -- N-A. STABILITY -- Stable _ ................................................................. INCOMPATIBILITY ; Section IV -- FIRE AND EXPLOSION HAZARD DATA None known. _____ HAZARDOUS DECOMPOSITION PRODUCTS __________________________.______________________________-____--____________ ' FLAMMABILITY CLASSIFICATION FLASH POINT 101 F PMCC LEL 1.0 - By fire: Carbon Dioxide, Carbon Monoxide, Oxides of Metals in Section II Combustible, Plash above 99 and below 200 F HAZARDOUS POLYMERIZATION -- Will Not Occur a [. EXTINGUISHING MEDIA Carbon Dioxide, Dry Chemical„ Foam . Cmtl•w4 m pW] CmtlmM m pT l ,. B 5 4 XX Industrial Enamel, Non-Lead Colors page 3 ................................................................................ Section VII SPILL OR LBAR PROCEDURES - ________________________________________________________________________________ STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED _ Remove all sources of ignition. Ventilate and remove vi th Inert absorbent. , WASTE DISPOSAL METHOD Waste from this product may be hazardous as defined under the Resource Conservation and - Recovery Act (RCRA1 40 CPR 261. Waste must be tested for ignI tabllity and extractability to determine the.applicable EPA hazardous waste numbers. - Incinerate in approved Earl lity. Do not incinerate closed container. Dispose of In accordance with Federal, State, and Local regulations regarding pollution. HEALTH 2 ................................................................................ .Section VIII -- PROTECTION INFORMATION -------------------------------------_------------------------------------------- FLAMMABILITY 2 PRECAUTIONS TO BE TAKEN IN USE . Use only with adequate ventilation.' Avoid breathing vapor and spray mist.. Avoid contact with skin and eyes. Wash hands after using. REACTIVITY 0 This coating may contain materials classlffed as nuisance particulates, such as titanium dioxide or calcium carbonate (see ACGIH TLV List, Preface and Appendix D), which may be present at hazardous levels only during sanding or abrading of the dried film. If no specific dusts are. listed id Section II, the applicable limits for nuisance dusts are ACGIH TLV - 10 mg./m3 (total dust), OSHA PEL 15 mg./m3 (total dust), 5 mg./m3 (respirable Erection). VENTILATION ,. Local exhaust preferable. General exhaust acceptable if the exposure to materials in Section II is maintal ned below applicable exposure limits. Refer to OSHA Standards 1910.94, , 1910.107, 1910.108. ` RESPIRATORY PROTECTION t If personal exposure cannot be controlled below applicable limits by ventilation, wear ' a properly fitted organic vapor/pert it.let respirator approved by NIOSH/MSRA for protection - - against materials in Section II. When sanding, wirebrushtng, abrading, burning or welding the dried film, wear a particulate respirator approved by„NIOSH/MSHA for protection against non-volatile ma terf als 1n Section II. PROTECTIVE GLOVES Wear gloves which are recommended by glove supplier for protection against materials in - Section IL ' ` EYE PROTECTION • Wear safety spectacles with unperforated sldeshields. - Section IX -- PRECAUTIONS - - - MSDS for ---------------_--------------_--------------y_____----------------------------- DOL STORAGE CATEGORY -- 2 ' PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING - Lead Containing Colors .Contents are COMBUSTIBLE. Keep away from heat and open flame. Consult NFPA Code. Use approved Bonding and Grounding procedures. _ Keep container closed when not in.use.. and only to approved containers with complete on reverse and appropriate labeling. Do not take internally. Keep out of the reach of children. OTHER PRECAUTIONS Intentional misuse by deliberately concentrating and inhaling the contents can be harmful or fatal. This Material Safety Data Sheet conforms to the Hazard Communication standard, - 29 CPR 1910.1200(g)(4), for similar complex mixtures. The above information pertains to this product as cu rrently formulated, and is based o the information available at this time.. Addition of reducers or other additives to this n product may substantially alter the composition and hazards of the product. Since conditions 17 of u e ou tsideour control, w make no warranties, express or implied, and assume no liability in connection with any use of-this information. B50 850 N'2 B50 N 2 050 N 6 v B50 N 6 - ' B50 N Z6 Metal Primers page 2 � MATERIAL SAFETY DATA SHEET Section V -- HEALTH BAEARD DATA 89 ________________________________________________________________________________ ROUTES OF EXPOSURE MANUFACTURER'S NAME EMERGENCY TELEPHONE NO. Exposure may be by INHALATION and/or SKIN or EYE contact, depending on conditions of use. THE SHERWIN-WILLIAMS COMPANY 1216) 566-2917 To minimize exposure, follow recommendations for proper use, ventilation, and personal 101 Prospect Avenue N.W. protective equipment. C levalend, Ohio 44115 ACUTE Health Hazards DATE OF PREPARATION INFORMATION TELEPHONE NO. - EFFECTS OF OVEREXPOSURE 17-Jan-89 (216) 566-2902 Irritation of eyes, skin and respiratory system."May cause nervous system depression. Section Y PRODUCT IDENTIFICATION Extreme overexposure may result unconsciousness and possibly death. SIGNS AND SYMPTOMS OF OVEREXPOSURE PRODUCT NAME Trade.Mark Headache, as, nausea, and loss of coordination are indications of excessive exposure Ratel Primers to vapors or spray mists. - PRODUCT NUMBERS AND NAMES Redness and itching or burning sensation may indicate eye or excessive skin exposure. B50 N 2 REM KROMIK• Metal Y[i■@[. Brown MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE e SO.N 6 On IV sal Metal Primer None generally recognised. B50 N Z6 REM REOR19- Universal Metal Primer (VOC Complying) 'EMERGENCY AND FIRST AID PROCEDURES , , If INHALED: If affected, remove from exposure. Restore breathing.-Keep warm and quiet. PRODUCT CLASS If on SKIN: Vash affected area thoroughly with soap and water. Alkyd Paint Remove contaminated clothing and launder before re-use. Section II -- HA8ARD005 INGREDIENTS - If In EYES: plush eyes with large amounts of water for 15 minutes. Get medical attention. If SYALLOVBD: Get medical attention. cxs m 21®2mr `N•wr:mr AO0`°'tf0 '`' _ CHRONIC Health Basard8 -------------------------------------------------------_------------------_____ •. 100-41-4 Ethylbenzene <5 100 100 PPM 7,3 compounds are listed by IARCris and HIPrespiratory Studies have associated exposure to Chromium VI ' 1330-20-7 'Xylene. 1-25 "IOD 300 PPM 5.9 compounds with an Increased risk of respi stony cancer. .66762-95-6 Light Aromatic Naphtha IS-20 100 PPM 3.8 Prolonged overexposure to solvent ingredients in Section II may cause adverse effects to 107-87-9 Methyl n-Propyl Ketone. IB50 N Z6 only] <5 200 . 200 PPM 27,g the liver, urinary, and reproductive systems. 14807-96-6 Talc 15-20 2 Kg/H3 as Dust Reports have associated repeated and prolonged overexposure to solvents with permanent brain 11103-86-9 Potassium Zinc Chromate.. 5 0.05 Mg/M3 - and nervous system damage. ................................................................................ ----- ---- ---------- - - Section VI -- REACTIVITY DATA Chromium VI (as Cr) 1.5-1.7 "0.05 Mg/M3 ' ________________________________________________________________________________ STABILITY -- Stable Section III -- PHYSICAL DATA INCOMPATIBILITY -----------------------------------------__________________-----------------____ None known. PRODUCT WEIGHT 11-12 lb./gal. EVAPORATION RATE Slower than Ether HAZARDOUS DECOMPOSITION PRODUCTS - SPECIFIC GRAVITY -- 1.33-1.44 VAPOR"DENSITY -- Heavier than Air By fire: Carbon Dioxide, Carbon Monill Not Oxides of Metals in Section II HAZARDOUS POLYMERIZATION -- Will Not Occur - BOILING RANGE -- 217-360 Y MELTING POINT -- N.A. - ................................................................................ VOLATILE VOLUME -- 48-61 SOLUBILITY IN WATER -- N.A. SeCtioD VII - SPILL. OR LEAK PROCEDURES ............................................................ ................... ________________________________________________________________________________ Section IV -- FIRE AND EXPLOSION HAZARD DATA STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED _______________________----------------------------------------_---------------- FLAMMABILITY CLASSIFICATION FLASH POINT 80 P PMCC LEG 0.7 Remove all sources Of ignition. Ventilate and remove with Inert ahsorbent. RED LABEL-=Flammable, Flesh below 100 F WASTE DISPOSAL METHOD EXTINGUISHING MEDIA Vasty from this product may be hazardous as defined under the Resource Conservation and Carbon Dioxide, Dry Chemical, Foam „ Recovery Act (RCRA) 40 CPR 261. paste must be tested for ignitability and extractability to UNUSUAL FIRE AND EXPLOSION HAZARDS determine the applicable EPA fa hazardous waste numbers. Incinerate in approved facility. Do not incinerate closed container. Dispose of in Keep containers tightly closed. Isolate from heat, electrical equipment, sparks, and open accordance with Federal, State, and Local regulations regarding pollution. flame. Closed containers may explode when exposed to extreme heat. Application to hot _ surfaces requires special precautions. During emergency conditions overexposure to decomposition products may cause a health hazard. Symptoms may not be immediately apparent. , Obtain mad feel attention. SPECIAL FIRE FIGHTING PROCEDURES - Full protective equipment including self-contained breathing apparatus should be used. " Water sp ray"may be ineffective. If voter is used, fog nozzles are preferable. Voter may be 'used to cool closed containers to prevent pressure build-up and possible eut:igni Lion or explosion when exposed to extreme heat. ta.um.e,,,v,v,2 Cmti—d m pp 2 •y - 850 N 6 V - - B50 N Z6 Metal Primers ` page 3 - ................................................................................ . Section VIII -- PROTECTION INFORMATION ---_---------------------------------------------_____________ PRECAUTIONS TO BE TAKEN IN USE Use only with adequate ventilation. Avoid breathing vapor and spray mist. Avoid contact with skin and eyes. Wash hands after using. This coating may contain materials classified as nuisance particulates, such as titanium .. dioxide or calcium carbonate (see ACGIH TLV List, Preface and Appendix D), vhich may be present at hazardous levels only during sending or abrading of the dried film. If no specific HEALTH 2 dusts are listed in Section II, the'applicable limits for nulsance dust re'ACGIR TLV 10 mg./m3 (total dust), OSHA PEL 15 mg./m3 (total dual), 5 mg./m3 (respirable fraction). VENTILATION FLAMMABILITY 3 Local exhaust preferable. General exhaust acceptable if the exposure to materials in Section II is maintal ned below applicable exposure limN . Refer to OSHA Standards 1910.94, - 1910.107, 1910.108. t REACTIVITY 0 "RESPIRATORY PROTECTION • _ IE personal exposure cannot be controlled below applicable limits by ventilation, vest a properly fitted organic vapor/particulate respirator approved by NIOSB/MSHA for protection against materials in Section II.. When sanding, virebrushlng, abrading, burning or welding the dried film, year a particulate respirator approved by NIOSH/MSRA for protection against non-volatile materials 1n Section II. PROTECTIVE GLOVES • Year gloves which are recommended.by glove supplier for protection against materiels in. Section II. •^ - - EYE PROTECTION - + Veer safety spectacles with unperforated sideshlelds. l Section IX ---PRECAUTIONS ________________________________________________________________________________ . DOL STORAGE CATEGORY -- 1C - PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING •B50 W .1 B 50 W .3 Contents are FLAMMABLE. Keep away from heat, am t, sparks, and open fle. , During use and until all vapors are gone: .Keep area ventilated-Do not smoke - Er.tingufsh all flames, pilot lights, and heaters-Turn off stoves, electric tools and 50 V •1 appliances, and any other sources of ignition. B 1 1 ' Consult NFPA Code. Use approved Bonding and Grounding procedures. Keep container closed when not in use. Trans far only to approved containers with complete r - - and appropriate labeling. Do not take Internally. Keep out of the reach of children. OTHER PRECAUTIONS - x MSDS on } Intentional misuse.by deliberately concentrating and inhaling the contents can be harmful � ry' ��77 or fatal. following pages. This Material Safety Data Sheet conforms to thet Hazard Communication standard, . ., 29 CPR 1910.1200(g)(4), for similar complex mixtures. ' The above information pertains to this product as currently formulated, and is based on the information available at this time. Add i don of reducers or other additives to this .. product may substantially alter the composition and hazards of the product. Since conditions 7 l of use are outside our control, we make no warranties, express or implied, and assume no ' liability in connection with any.use of this information. , f � B70 B70XX 870XX Water Based Catalyzed Epoxy Part A page 2 'MATERIAL SAFETY DATA SHEET - .. ........................................................... ..... .............. 89 Section V -- BEALTH HAZARD DATA ________________________________________________________________________________ MANUFACTURER'S NAME EMERGENCY TELEPHONE NO. ROUTES OP EXPOSURE THE SNERWIN-WILLIAMS COMPANY (316) 566-2917 Exposure may be by INHALATION and/or SKIN or EYE contact, depending an conditions of use. THE Prospect Avenue N.N. To minimize exposure, follow recommendations for proper.use, ventilation, and personal Cleveland, Ohio 44 115 protective equipment. DATE OF PREPARATION INFORMATION TELEPHONE NO. ACUTE Bealth OVEREXPOSURE Hazards 17-Jan-B9 (216) 566-2902 EFFECTS OF OVEREXPOSURE ..........................................;--------------- ENTIFICATION-------------------- Irritation of eyes, akin and upper respiratory system. In a confined area vapors In high Section I -- PRODUCT IDENTIlICATIOM concentration may cause headache, nausea or dizziness. _ SIGNS AND SYMPTOMS OF OVEREXPOSURE PRODUCT NAME Trade Mark Redness and itching or burning sensation may indicate eye or excessive skin exposure. Neter Based Catalysed Epoxy Part A _I MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE - PRODUCT NUMBERS AND COLORS - 'May cause allergic skin reaction In susceptible persons. EMERGENCY AND FIRST AID PROCEDURES This RHOS covers products with lIS DS code 870XX, including: - If INHALED: If affected, remove from exposure. Restore breathing.. Keep warm and quiet. If on SKIN: Wash effected area thoroughly with soap and rater. ` B70 T 201 Ultradeep Base 870 W 202 Midtone Base Remove contaminated clothing and launder before re-use., B70 N 301 Pure White B70 W 303 Deeptone Base If in EYES: Flush eyes with r lage amounts of water for 15 minutes. Get medical attention. e If$VALLOWED: Get medical attention. --- also Lead Hazard Free B70 Custom Colors --- CHRONIC Health Hazards No ingredient in this product is an IARC, NTP or OSHA listed carcinogen. PRODUCT CLASS s Ethylene Glycol is considered an animal to rat age.. I[ has been shorn to cause birth defects Pigmented component for 2-package Water-.reducible Epoxy Coaling- - in rats and mice at high doses when given in drinking water or by Ravage. There is no evidence .........................7 --........................---------------- ....�... to indicate it causes birth defects in humans. 'tF ° Section II HAZARDOUS INGREDIENTS Prolonged overexposure to solvent ingredients in Section II may cause adverse effects to + rmmmt� tyraom � the liver, and urinary systems. w w. emm-tv. unn __________________________________________ _________��__________________�_____ Rats exposed to titanium dioxide dust at 250 mg./m3 developed lung cancer; however, such 112-34-5 2-(2-Butoxyethoxy)-ethanol <5 50 PPM 0.1. - exposure levels are not attainable in the workplace. ]07-21-1 Ethylene Glycol. <5 50 .PPM 0.1 Section VI -- REACTIVITY DATA ••• 13463-67-7 Titanium Dioxide. - 0-20 Not Established as Dust r STABILITY -- Stable pH - 9.5 ......... INCOMPATIBILITY Section III -- PHYSICAL DATA None known. •„ - ______________________________________________________________ HAZARDOUS DECOMPOSITION PRODUCTS PRODUCT WEIGHT 9.3-10.0 lb./gal. EVAPORATION RATE Slower than Ether By fire: Carbon Dioxide, Carbon Monoxide • HAZARDOUS POLYMERIZATION -- Will Not Occur SPECIFIC GRAVITY -- 12-4 VAPOR DENSITY -- Heavier than Ai[ BOILING RANGE -- 212-448 P MELTING POINT-- N.A. •••••••••••--••••••••••••••••••••-••••••••��•••••�•••••••••••••••••••••••••••_•• VOLATILE VOLUME -- 63 8 SOLUBILITY IN WATER-- N.A. Section VII SPILL OR LBA- PROCEDURES ----- r ................ e.cl. n-;V................... OSIO.......RD DA........... Settion IV FIBS AND EEPLOSION HAZARD DATA _ STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR i SPILLED ____ Remove all sources of ignition. Ventilate and remove with inert absorbent. FLAMMABILITY CLASSIFICATION FLASH POINT >199 F PMCC LEL N.A." HASTE DISPOSAL METHOD Not Applicable Waste from this product is not hazardous as defined under the Resource Conservation and EXTINGUISHING MEDIA Recovery Act (RCRA) 40 CFR 261. Carbon Dioxide, Dry Chemical, Alcohol Foam - Incinerate In approved facility. Do not incinerate closed container. Dispose of in UNUSUAL DIRE AND EXPLOSION HAZARDS accordance with Federal, State, and Local regulations regarding pollution. Closed containers may explode(due to the build-up of pressure)when exposed to extreme - heat. _ SPECIAL FIRE FIGHTING PROCEDURES Full protective equipment including self-contained breathing apparatus should be used. Water spray may be ineffective. If ia[er is used, fog nozzles are preferable. Water may be used to cool closed containers to prevent pressure build-up and possible autolgnition or explosion when exposed to extreme heat. i ws.: e..etm.e W wv t ' 870XX Water Based Catalyzed Epoxy Part A t page 3 ................................................................................ Settion VIII -- PROTECTION INFORMATION _______ _____________________________________________________________ PRECAUTIONS TO BE TAKEN INUSE -Use only with adequate ventilation. Avoid breathing.vapor and spray mist. Avoid contact i ,. with skin and eyes. Wash hands after using. - This coating may contain materials classified as nuisance particulates, such as titanium ' ,3• - dioxide or calcium carbonate (see ACGIH TLV List, Preface and Appendix D), which may be present at hazardous levels only during sanding or abrading of the dried film. If no specific dusts are listed in Section II, the applicable limits for nuisance dusts are ACGIH TLV 10 mg./m3 (total dust), OSHA PEL 15 mg./m3 (total dust),5 mg./m3 (respirable fraction). . HEALTH 2 . VENTILATION Local exhaust preferable. General exhaust acceptable if the exposure to materials in + Section II is maintained below applicable exposure limits. Refer to OSHA Standards 1910.94, FLAMMABILITY 0 1910.107, 1910.108. - RESPIRATORY PROTECTION If personal exp9sure cannot be controlled below applicable limits by ventilation, rear REACTIVITY ". .O a properly fitted organic vapor/paxciculatu respirator approved by NIOSH/MSHA for protection against materials in Section II.. Vhen sanding or abrading.the'dried film, wear a dust/mist respirator approved by NIOSH/MSHA ~ foi dust vhich may be generated from this product, underlying paint, or the abrasive. ' PROTECTIVE GLOVES_' , Year gloves vhich are recommended by glove supplier for protection against materials in -. Section II. , EYE PROTECTION Year safety spectacles with unperforated sideshields. ' Section IX -- PRECAUTIONS r--.____________________________________________ ----------- DOL STORAGE CATEGORY -- 3B PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING r .. Keep container closed when not in use. Transfer only to approved containers with complete and approoria[e labeling. Do not take internally. Keep out of the reach of children. ' OTHER PRECAUTIONS This product must be mixed with other components before use. Before opening the packages, READ AND FOLLOW YARNING LABELS ON ALL COMPONENTS. MSDS'for Catalysts 1360V 15, 1360V25 on reverse. This Material Safety Data Sheec conforms to the Hazard•Communication standard, 29 CPA 1910.1200,g)(4), for similar complex mixtures. The above information pertains to this product as currently formulated, and is based on the information available a: this time. Addition of reducers or other additives to this product may substantially alter the composition and hazards of the product. Since conditions 75 T of use are outside our control, we make no warranties, express or implied, and assume no liability in connection with any use of this informs tlon. r_ Revised .January ,8, 1986 U.S. DEPARTMENT OF LABOR Form 4;R oved OMB Noo.. 4l•Rl3s7 Occupational Safety and Health Administration MATERIAL SAFETY . UATA ' SIIEET. (Covering Bulk ALUM-A-LUB (not pressurized) Required under USDL Safety and.Health Regulations,for Ship Repairing, Shipbuilding, and Shipbreaking (29.CFR 1915, 1916. 1917) SECTION I MANUFACTURER-S NAME EMERGENCY TELEPHONE NO. ALUM-A-LUB CORPORATION (314) 997-6060 ADDRESS(Number,Street. City,Stale,and ZIP Code) a 8-6Q0 f elmar B1vcd.Li_,obbv 9 St. Louis. Missouri 63124.__ CHEMICAL NAME AND SYNONYMS TRADE NAME AND SYNONYMS N/A __� ALUM-A-LUB SOLVENT BLEND CHEMICAL FAMILY -- - FORMULA Ester & Ali hatic Hydrocarbons N/A SECTION II - HAZARDOUS INGREDIENTS TLV PAINTS,PRESERVATIVES,&SOLVENTS X TLV Units (Units)ALLOYS AND METALLIC COATINGS % • ' PIGMENTS BASE METAL CATALYST ALLOYS VEHICLE METALLIC COATINGS FILLER METAL SOLVENTS CAS#64742-88-7 71 . 4 25 PLUS COATING OR CORE FLUX' ADDITIVES petroleum Lube Oil* 28 ,6 OTHERS a OTHERS TLV HAZARDOUS MIXTURES OF OTHER LIQUIDS, SOLIDS,OR GASES % (Units)- *Contains Silicone SECTION III - PHYSICAL DATA BOILING POINT (OF.) 280OF SPECIFIC GRAVITY (H2O=1) 060/60oR N/A VAPOR PRESSURE (mm Hq.) PERCENT,VOLATILE N/A BY VOLUME (�) 75 .00% VAPOR DENSITY (AIR=1) N/A VnC T P YSUACON RATE A N/A SOLUBILITY IN WATER Neglible " APPEARANCE AND ODOR Straw colored liquid with characteristic odor. ' SECTION IV - FIRE AND'EXPLOSION HAZARD DATA FLASH POINT (Method used OF FLAM I LE.LIMITS Lei Uel Tag Closed Cu TGC 132 ��+ EXTINGUISHING MEDIA Foam, 2) Dry Chemical 3) Water Fog, 4) CQ.2_ — SPECIAL FIRE FIGHTING PROCEDURES _A straight water stream would spread hydrocarbon fires. Avoid breathing vapors. Use fresh air respirators. q UNUSUAL FIRE AND EXPLOSION HAZARDS A vapor accumulation would flash and/or explode if ignited_ SECTION V HEALTH HAZARD DATA J LIMIT THRESHOLD L VALUE 25 PPM EFFECTS OF OVEREXPOSURE to vapors m1glit damage cent rat nei vous systeiv aiii?� t[5� _ _r_P_s_pir_,1L _U_irrJ.tati.on. muscular weakness, confusion, impaired coordination, headaclie and nausea. EMERGENCY AND FIRST AID PROCEDURES SKIN: Wash immediately with soap and water. EYES: Wash-immediately- with plenty of water for 15 minutes. INHALATION: Remove from exposure. Provide fresh air and r st s . arts ffic a . re. it tt on T needee— INGESTION�o noon—ic uce vomiting. Ca l a h s clan Ue iatel . SECTION VI - REACTIVITY DATA STABILITY UNSTABLE CONDITIONS TO AVOID Avoid eat, spar stc�Rle an STABLE X INCOMPATABILITY (Alaferials to acoi ) - _Avoid strong oxidizing agents HAZARDOUS DECOMPOSITION PRODUCTS Carbon monoxide if burned with insufficient air ' HAZARDOUS MAV OCCUR CONOI TION S l"O AVOID POLYMERIZATION WILL NOT OCCUR X SECTION VII - SPILL OR LEAK PR OCEDURES STEPS TO.BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED _Rem y-e all possible ignition sources. Avoid breathing vapors. Provide adequate ventilation. In case of spillage, absorb and dispose of in accordance with locate nli�ribl e x-egula inns all mej:gency number if spillage poses threat to man or environment. WASTE DISPOSAL METHOD Dispose in accordance with local, state and federal regulations, use qualified disposal company to incinerate, or otherwise discard, at an approved facility. Do not incinerate closed containers. SECTION.VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION SpeCf V !)' _If TLV is exceede�, use 9lf-contained breathing apparatus. VENTILATION LOCAL EXHAUST SPECIAL only wlfh adequate To a danger safe area _ ventilation. s� MECHANICAL (General) OTHER Avoid Potential _ osion- roof a ui went _ _ i nitibn sources PROTECTIVE GLOVES EYE PROTECTION Use chemical resistant Use safety goggles oTARq EoasreuIre� t 6`T skin contact or breathing vapors. SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING __closurea—Ligh �nd�,tprieht_LQ_prevent 1 Qe�K e��l.o.,s_ed when not in use. Po not tro"n %(er to unmarhed container. , Read all warning labels. O rHER PRECAUTIONS StDr�_in nl, wPl l veuLil�te.d_ i as�rst�tnd c �tlt t r .,_�al�ec� firming or emptainQ.__ PAGE (2) Form OSHA-20 a + Material afet MORTON THIOKOL, INC, y Morton Salt Division >. w Data Sheet 110 North'Wacker Drive,Chicago, Illlinois 60606-1555 Emergency Phone No. (312)807-2000 February 19, 1991 PRODUCT IDENTIFICATION Chemical Name: Sodium Chloride Common Name: Salt Product Name: MORTONOExtra Fine 200" Sal t CAS,Number: 7647-14-5 Chemical Formula: NaCl Product Use: HAZARDOUS.INGREDIENTS OSHA ACGIH Chemical Name Common Name CAS NO. % PEL TLV-TWA None J PHYSICAL DATA Boiling Point, (760mm Hg.) 1413°C Specific Gravity (Water = 1) 2.165 Vapor Pressure (mm Hg) 1mm @ 865°C % Non-Volatile 100 Vapor Density (AIR = 1) N/A Evaporation Rate (Ether = 1) N/A Solubility in Water 1g in 2.8m1'H20 at 25°C pH 6.7 - 7.3 White Crystalline Powder Odorless Appearance Odor FIRE AND EXPLOSION HAZARD DATA Flash Point NSA OF Flammable Limits Lei N/A v Uel N/A Method Used: Non-Combustible Extinguishing Media: Not applicable . Special Fire Fighting Procedures: Not applicable -' Unusual Fire and Explosion Hazards: Not applicable Hazardous Decomposition Products: When heated to decomposition it emits toxic fumes of C12 and Na20 FORM 1220 A 3/87' xr= HEALTH HAZARD DATA Oral Toxicity: Does not meet toxicity criteria under OSHA 1910.1200 Hazard Communication, Appendix A parts 3. & 6: Dermal Toxicity: Not toxic to the skin Eye: Not toxic to the eye t , Inhalation: Not toxic through-inhalation Chronic Toxicity: No applicable information found Mutagenesis: No applicable information found ° Effects of Overexposure: Ingestion: 1. Disagreeable taste v 2. Nausea and vomiting Skin Contact: 1. Irritation ' 2. Inflammation 3. Small ulcerations Eye Contact: 1. Mechanical irritation 2. Watering of eyes 3. Inflammation of conjunctivas i Inhalation: 1. Slight irritation of nose- ° 2. Sneezing Acute Systemic Effects: Ingestion of large amounts can cause irritation of the stomach. t Chronic Systemic Effects: s No applicable information found. EMERGENCY AND FIRST AID PROCEDURES Eye Contact: 1. Wash the affected eye or eyes under slowly running water for 15 minutes or longer making sure that the victim's eyelids are held wide apart and he moves his eyes slowly in every direction. 2. Make sure that no solid particles remain the the creases of the eye;if they do,continue, to wash the eye. , 3. If the pain persists, the medical service will refer..the victim to an ophthalmologist. k Skin,Contact: 1. Remove the victim from,the source of contamination. 2. Remove clothing from the affected area. 3. Wash affected area under the shower. 4. Rinse carefully:., a " t , 7- Skin Contact: 5. Dry gently with a clean soft towel. . (continued) 6. If the skin is inflamed or, painful, contact the medical service who will treat it in the same way as a heat c r thermal burn. t Inhalation: 1. Make the victim blow his nose to remove the dust but discourage him from sniffing. 2. If there is any d,)ubt about the victim's condition.send.or escort him to the irYrmary, first-aid room of hospital. Ingestion: 1. Make the victim vomit by having him stick his finger down his throat or tickling h's uvula with the handle of a spoon. 2. Afterwards give him as much milk or water as he wants. REACTIVITY DATA Stability ®.Stable ❑ Unstable Conditions to Avoid: Incompatibility: (Materials to Avoid) Bromine Trifluoride, Lithiim (BrF3, Li) Can Hazardous Polymerization Occur: No Hazardous Decomposition Products and Conditions: When heated to decomposition it emits toxic fumes of C12 and Na20 ` SPILL OR LEAK PROCEDURES Response to Small Spills: No special requirements s # Response to Large Spills: No special requirements t Hazards to be Avoided: None known Reportable Quantity: Check your State-for requirements S Waste Classification: Some States have set maximum limits on Chlorides in waste effluent. Disposal Methods: _. Dilution with water is'the only practical method to meet requirements.. SPECIAL PROTECTION INFORMATION Respiratory Protection: No special equipment For Hands, Body. No special equipment . i For. Eyes: No special equipment Ventilation: None required E SPECIAL PRECAUTIONS Other Precautions: Transport in dry equipment. Storage should be in a dry location. k a LABELING INFORMATION DOT Shipping Name: Salt (common) sodium chloride DOT Label: Not applicable UN No.: ;Not applicable • _. - 11 Other Contents of Product Label: 1 Not applicable WARNING: None USERS RESPONSIBILITY The responsibility to provide a safe workplace remains with the user. The user should consider the health hazards and safety information contained herein as a guide and should take those precautions required in an individual operation to instruct employees and develop work practice procedures for a -safe work environment. Disclaimer of Liability The information contained herein is, to the best of,our knowledge and belief, accurate. However, since the ' conditions of handling and use are beyond our control, we make no guarantee of results, and assume no liability for damages incurred by use of this material. It is the responsibility of the user to comply with all.' applicable federal,.state, and local laws-and regulations. Nothing contained herein-.is to-be construed as a recommendation for use in violation of any patents or of applicable laws or regulations. MORTON THIOKOL.INC Morton Salt Division . 110 North Wacker Drive, Chicago, Illinois 60606-1555 (312) 807-2000-'- ' i i3r n � - Material Safety Data, Sheet DEERE & COMPANY John Deere Road - Moline, Illinois 61265 (309) 765-2767 (309) 765-4292 Emergency JOHN DEERE PRODUCT NAME: Hy-Gard Transmission and Hydraulic Oil DATA SHEET NO: 8503-40,100 ' LATEST REVISION DATE: 15 Feb. 1989 DEERE CODE: Y3, Y38, XN, Y4 JDM PART NO: TY6237, . TY6238•,TY6278, TY6354 AR69444, AR69445 SECTION I -,. PRODUCT IDENTIFICATION r CHEMICAL"NAME .AND SYNONYMS: Lubricating Oil; Hydraulic Fluid; J20A CHEMICAL'FAMILY . Hydrocarbon FORMULA: Complex ---- ------------------------------------------------------------------------------ SECTION II - HAZARDOUS INGREDIENTS INGREDIENT PERCENT TLV/PEL' V.P. CAS.# Solvent refined; hydrotreated, heavy paraffinic distillate 50'60 S mg/m3* 64742547 Solvent refined, ` hydrotreated, middle distillate 0-25 5 mg/m3*' 64742467 Severely hydrotreated T 5 light naphthenic distillate 0-25 5 mg/m3* ` ' 64742536 Polymeric additive in oil . (poly-methacrylate) 10-15 None - None Additive containing zinc dialkyl dithiophosphate 5-,'6 None Mixture *for oil mists } SECTION III - PHYSICAL DATA BOILING POINT: N.A. SP. GRAVITY (WATER=1) : 0.89[ % VOLATILE VOLUME: N.A. EVAPORATION RATE: N.A. VAPOR DENSITY: N.A. SOLUBILITY IN WATER:: . Insoluble APPEARANCE/ODOR: dark amber/slight odor N.A. , - not available_ -. --------------------------------- -=- SECTION IV —FIRE & EXPLOSION HAZARD DATA .* FLASH POINT: 3900 F' C.O.C. FLAMMABLE LIMIT - LEL: ' N.A. EXTINGUISHING MEDIA: " Water fog, foam, dry chemical, carbon dioxide, or.halogenated agents. SPECIAL FIRE FIGHTING PRO CEDURES: . 'Do not use a direct"'stream of water. Product will float and can be reignited on surface of water. Cool fire exposed containers-with ' water. Use NIOSH approved self-contained breathing apparatus. . 'UNUSUAL FIRE & EXPLOSION HAZARDS:. None 0-2183(8-M .. . Material Safety Data Sheet DEERE & COMPANY i DATA SHEET NO: 8503-40,100 SECTION V - HEALTH HAZARD DATA EXPOSURE LIMIT: See Section II - Hazardous Ingredients EFFECTS OF OVEREXPOSURE: Exposure to 'vapors or mists of this product may cause mild upper respiratory tract irritation. Prolonged or repeated contact may cause various skin disorders such as dermatitis, oil acne, or folliculitis. Eye contact is -minimally irritating. Effects of ingestion are expected to be relatively non-toxic. Exposure to product may aggravate preexisting skin and respiratory conditions. EMERGENCY & FIRST AID: Eyes - flush with water 15 minutes. Skin - remove contaminated clothing; wash skin with soap and water; if material is injected under the skin,,' do not wait for symptoms to develop - get' medical attention promptly to prevent serious damage. Inhalation - remove victim to -fresh air and provide oxygen if breathing is difficult. Ingestion - do.NOT induce vomiting.- In all cases seek medical attention. ,SECTION VI - REACTIVITY DATA t STABILITY: Stable , INCOMPATIBILITY: Avoid open flame, and oxidizing materials HAZARDOUS POLYMERIZATION: Will not occur DECOMPOSITION PRODUCTS: Dependent on combustion conditions. A complex mixture of airborne solid, liquid, and gas will evolve when this material undergoes pyrolysis or combustion. Oxides of carbon, sulfur, phosphorous, and other unidentified organic com- pounds may be formed. i SECTION VII - SPILL OR LEAK PROCEDURE STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Dike and contain. Use vacuum or an absorbent such as clay or sand to pickup. Flush area with water• to remove trace residue. NOTE: This product is classified as an oil under the Clean Water Act. Spills, entering surface waters or any watercourse or sewer leading to surface waters, must be reported to the National Response Center 800-424-9802. WASTE DISPOSAL METHOD: In accord with federal, state, 'and local regulations -------------------------------------------------------------------- ----=---------- --= SECTION VIII - PROTECTIVE EQUIPIENT INFORMATION VENTILATION: Local exhaust to keep TLV/PEL below acceptable levels RESPIRATOR: NIOSH approved as needed EYE WEAR: Recommended GLOVES: Recommended to minimize skin contact OTHER: SECTION IB - SPECIAL PRECAUTIONS Minimize skin contact. Wash`with! soap and water before eating, smoking, or using toilet facilities. Launder contaminated clothing before reuse. Properly dispose of contam- inated articles including shoes that cannot be cleaned. Store ,in a cool, dry pl"ace with adequate ventilation. Keep away from open- flames. Keep away from children. SECTION X - DATA PREPARATION NAME: T. M. Snyder, CIH ¢ TITLE: Supervisor, Industrial Hygiene SIGNATURE: DATE: FEB 1 1.- 1991. ------------------ _ ____ The information contained herein is believed to be accurate However, no warranty is expressed or implied regarding the accuracy of these data or the results to be obtained from the use thereof. Vendor assumes no responsibility for injury to vendee or third persons proximately caused by the material if reasonable safety procedures are not adhered to as stipulated in the data sheet. Furthermore, vendee assumes the risk in use of the material. 0 2183(8-87) . MATERIAL•SAV E rY wA_TA 5HEE I- E`iimilar t+� OSHA. Form 174 ) I DEN( I TY : ;3ULO 1 00' CHEMICAL NAME : Hefined , Bleached , llebdorzzed Canola SECTION 1 Emeri�ency Telephone : 7011 -5� 5 -SJ4:14 C: & T Refinery , Inc . I 4918 South BoLtlevard InformatiOn Telephone: r44-5"23-0414 . 1gy1 C1-jarlot,te, NC 28217- Data Prepared . February 13, Sf:CTi(JN IC, - -}iAZARDOUS 1NGRED1EN'1S/ I1)E-.-NT1TY INFOfMATIUN pG .k.t1�ational wxp©sure tca vE�c]etable oil , is associa.tcd with a variety of health "and safety- hazardz , includinginterference with visidrz , eye tee r'ifig , sand akin and other .. for s of physical irritat:io�7 . :!EC1' 1ON III - pHYSICAL./CHFM1CAL CHARACTERISTICS: Boiling Point: N/A Specific` Gravity (H,U 1 Y. o .9 Vapor, Pressure: N/A Melting Point- 65-75° ' Vapor Density (Air 1 ) : N/fl Evaporation Rate: ( Butyl. Acetate _ 1 ) ' N/A ;.inlubility in Waters In;yolu.ble Hale .yellow low liquid Appearance: rn above eltinr� point. Weight per- (gallon: Appruximatly 7 .6 pounds/callun SECTION I V. — FIRE AND EXF'LOS I ON 1-IA ZARD DATA F.l�ash Paint : Above 600°F Fire Point: Aboveb;7`5 Ext:.inyu,ishinq Media' Foam, Dry Chemical,, CUB f_iar'.e_ fi�c htincX�,• _c?cPdur,c' s Avoid use Of .water iri Esx tinquishinq ~fires. lln�tst,tal far� _ar►dln��lan ha,LardS: Rags and other rnater'tia15 containing this product may heat and spontaneously lgrt.il� if • ewith to air . Store wiping rags and s.irni-iar material in foetal i-an5 with tight, fitting lids . SECI'10N V RCACTIVITY DATA.: Thi7> material is stable and exhibits no. polymerization . SIF-C.T i'UN V'1 HLOL-TH HAZARD DATA: Inha1'aic�ri -. 15 mg/m3( to l partiCU.Iate) ; :i mg/rn't r'E` pi.rah? t. particulate) C:kr-cinogenici,ty - None Signs and sympt©ms of exposure .- -PhysiGal irritation F,ledji..al conditions aggr-l-vgated by t�xpnsor-e N/A Emergency and {=ir st. aid pjt c-)cedur es NO sPecial proi.-C-00r-,eT' --eq(,,il rot . SECTION VI,[ PRE C;AULI ONS FOH SA1 k. 1-4)ND1_. I NG AND, USE : f .relVaTsed 00_1„�L Ll_!11,_ _ 1 ) Small spill! id adsor be" t , shovel into disposable container and hose dawn area . z ) Large spill : Squeegee or pump into holding container . meth Dispose Of in accordance with locals state and F deral regulations . taken_ n�...5tori.nQ__, I�iJA l?t17e,r .,._pr-c.caut_idn5'- N/A SECT I ON CONTROL MEASURES--' r�t:clr �r'_c�tect on ;, In thk pre7�(t_5nce of any vegetable oil mi5t5 proper' respiratory proteC..t.1.C)n should be worn . Local exhaust. t 1,cr rcitective cl thin+ ._;or Pcilmr)_k _ N/A MriicWAIM rac ce rdarrnal Unad iwork practice. This information relates to the ,p.,if is material d'e5igna ted and_ may not ial be valid for- such- material used in com taath nbest rc� f�fU rly ok.hc�wledyerand or .in any process . Such information 1 rro belief accurate and - reliable as of the date Compiled , However' , accuracy , representation , warranty i�r' guarai t'ee. . i a made as to its. reliability;{c�.r completeness . It is the users responsibility to satisfy itself as to the suitability and and completeness of such infAr matican .fqr hip own par t i ci.i 1 ar use. We do • not accept liability for any loss or damage n that may occur from the use of t K ' informati�nn near de_r< we c, f fir; v,sar-rent;. against patent information , ' a FS MATERIAL SAFETY DATA SHEET 02/08/91 o AND SAFE HANDLING AND DISPOSAL INFORMATION . PAGE I OF 3 ZEP MANUFACTURING COMPANY ISSUE DATE: 02/01/91 ZEP LEMONEX FIRST IN MAINTENANCE PRODUCTS SUPERSEDES: 07/16/90 PRODUCT NUMBER: 0675 SECTION I — E M E R G E N C Y C 0 N T A C T S ZEP MANUFACTURING COMPANY TELEPHONE: (404)352-1680 BETWEEN 8: 00 AM-5: 00 PM (EST) P. O. BOX 2015 NON—OFFICE HOURS: WEEKENDS, AND HOLIDAYS: AREA CODE 404 ATLANTA, GEORGIA 30301 435-2973, 996-0899, 351-2952, 971-3367, 432-2873 - LOCAL POISON CONTROL CENTER TRANSPORTATION EMERGENCY: CHEMTREC: TOLL' FREE 1-800-424-9300 ALL CALLS RECORDED DISTRICT OF COLUMBIA (202)483-7616 ALL CALLS RECORDED ----------------- SECTION II — H A Z A R D` O U S I N G R E D I E N T S TLV - EFFECTS % IN DESIGNATIONS (PPM) ' (SEE REVERSE) PROD. # SODIUM METASILICATE ## silicic acid (H2—Si-03) di— N/D - CDR < 5 sodium salt$, water glass; CAS# 6634-92-0; RTECS# VV9275000; OSHA Dust Limit-2mg/m3 (for powders only ) . # NONYLPHENOXYPOLY(ETHYLENEOXY)ETHANOL # N/D EIR 5-10 poly (oxy-1, 2—ethanediyl ), alpha—(nonylphenyl )—omega— hydroxy; CAS# 9016-45-9; RTECS# MD905000; OSHA PEL— N/D ## QUATERNARY AMMONIUM CHLORIDES ## blend' of alkyl N/D CDR' TOX CBL < 5 dimethylbenzyl ammonium chlorides and alkyl dimethyl ethylbenzyl ammonium chlorides; CAS# 55963-06-9; RTECS# EI1101000; OSHA PEL—N/D ## TETRASODIUM ETHYLENEDIAMINE TETRAACETATE N/D, - IRR < 5 ethylenedinitrilo tetra—acetic acid, tetra sodium salt; EDTA; CAS# 64-02-8; RTECS# AH4025000; OSHA PEL— N/D ** TETRAPOTASSIUM PYROPHOSPHATE # TKPP; diphosphoric N/D IRR. <. 5 acid, tetrapotassium salt; CAS# 7320-34-5; RTECS# NONE; OSHA PEL—N/D. SPECIAL NOTE: ADVERSE HEALTH EFFECTS WOULD NOT BE EXPECTED UNDER RECOMMENDED C'ONDITIONS OF USE SO LONG AS PRESCRIBED SAFETY PRECAUTIONS ARE PRACTICED. -------------------------------------------------------- ------------------------ SECTION III — H E A L T H H A Z A R D D A T A ACUTE EFFECTS OF OVEREXPOSURE: 'RODUCTT IN CONCENTRATED FORM IS A SEVERE EYE 'IRRITANT. . OVER—EXPOSURE MAY LEAD TO `-YE TISSUE DAMAGE WHICH CAN BE" PERMANENT. SKIN CONTACT MAY PRODUCE IRRITATION. � n NOTICE Zep Manufacturing Company is pleased to be of service to you by supplying this Material Safety Data Sheet for your files.This information is intended to aid you in devising safe procedures for using our products and to assist you in complying with applicable regulations for disposal of wastes.We request that you take the time to discard any previous Material Safety Data Sheets for this product so that your files remain up-to-date. " By way of explanation-we have identified in Section II of this form those components which contribute some hazard to our product. The hazard designations correspond to those required under OSHA's Hazard Communication Standard (29 CFR 1910.1200)and may be interpreted as follows: - ABBREVIATIONS USED IN THE MSDS: ry ACGIH: Ameri^an Conference of Governmental Industrial Hygienists. CAR: Carcinogen—Considered a potential or confirmed cancer causing agent by either the National Toxicology Program(NTP), the International Agency for Research on Cancer(IARC) or the Occupational Safety and Health Administration (OSHA). CBL: Combustible—At temperatures between 100°F. and 200°F., chemical gives off enough vapor to ignite if a source of ignition is present. CNS: Central Nervous System Depressant. COR: Corrosive Causes'irreversible alterations in living tissue (e.g. burns). EIR: Eye Irritant Only--Causes reversible reddening and/or inflammation of eye tissues. Est'd: Estimated. FBL: Flammable—At temperatures under 100°F., chemical gives off enough vapor to ignite if a source of ignition is present. HTX: Highly Toxic—The probable lethal dose for a 70 kg (150 lb.).-man is one teaspoonful or more. ING: Ingestion—A primary route of exposure through swallowing a liquid or solid (see below). INH: Inhalation—A primary route of exposure through breathing of vapors see below). 1FsP. in.taf,f---Causes reversible effects iR t.,ng tissues (e.g. inflammation). NIA: Not Applicable—Category is not appropriate for this product. N/D: Not Determined—Insuf f icienti information for a determination for this item. NIOSH: National institute for Occupational Safety and Health. OSHA: Occupational Safety and Health Administration. PEL: Permissible Exposure Limit--The time-weighted-average exposure value established by OSHA for repeated exposure during any 8 hours per day, 5 days per week, without adverse effects. SEN: Sensitizer—Causes allergic reaction after repeated•ezpo"sure. SKIN: A primar y y route of exposure through contact..with the skin (see below). TLV: Threshold Limit Value—A time-weighted hted-avera a 9 9 •.,ex posure value established by the ACGIH.for the work period described under PEL, above. TOX: Toxic—The probable lethal dose for a 70 kg man is one ounce or more. 5 . The health and physical data contained in various sections of this form concern the overall hazards of the product. Please note that the EST'D PEUTLV shown in Section III pertains to airborne concentrations of vapors from the product as a whole.This time- weighted-average is arrived at by using a formula developed by the ACGIH for only those products where the hazardous ingredients have similar toxicological properties.The estimated value should serve only as a guide for providing workplace conditions under which we believe that nearly all workers may be repeatedly exposed 8 hours per day, 5 days per week, without adverse effects. This does not pertain to sensitive individuals or to anyone with an existing medical condition or who may be pregnant; anyone with such a condition should consult a physician prior to use of this product. The HMIS CODES refer to the Hazardous Materials Information System developed by the National Paints and Coatings Association, and is provided, strictly, for those customers that train their employees in its use.We do not endorse or suggest the use of this hazard coding system,since, in our view, it does not adequately present the hazards associated with a more general chemical product line. Primary Route of Entry—this item indicates the way or ways one or more hazardous ingredients may enter the body and cause a generalized- systemic or specific-organ toxic effect. As a further word of caution,Zep wishes to advise that serious accidents have resulted from the misuse of"emptied"containers. "Empty" containers retain residue(liquid and/or vapor)and can be dangerous. DO NOT pressurize, cut, weld, braze, solder,drill, grind or expose such containers to heat, flame, sparks,or other sources of ignition; they may explode and cause injury or death. Do not attempt to clean since residue is difficult to remove. "Empty"drums should be completely drained, properly bunged and promptly returned to a drum reconditioner.All other containers should be disposed of in an environmentally safe manner and in accordance with-government regulations. "Empty" containers should never be reused unless reconditioned.. Thank you for your interest in,and use of,'Zep products.Zep Manufacturing Company is concerned for your health and safety.All Zep products can be used safely it used with proper protective equipment and according to proper handling practices consistent with label instructions and the Material Safety Data Sheet. Before using any Zep product, be sure to read the complete label and the Material Safety Data Sheet. Consult your supervisor, or Zep Manufacturing Company, if you have any questions. DISCLAIMER All statements, technical information and recommendations contained herein are based on available scientific tests or data which we believe to be reliable.The accuracy and completeness of such data are not warranted or guaranteed.We cannot anticipate all conditions under which this informal on al,d our products.or the products of other rn,a.nufacturers in combination with our products, may be LISel,.I p asstrr!,t;s no fiab h y or r",sp 3nsibility for loss or damage resulting from the improper use or handling of our rroducts frorrf !,�cor fan,,,n f�truuc! coml+7r fa3iogs, or. frog,? thy: fa.11ure to fo!!ov: instructions, warnings and advisories in the prodUCt label and Material 'Safety Data Sheet MATERIAL SAFETY DATA SHEET o AND SAFE HANDLING AND DISPOSAL INFORMATION PAGE 2 OF 3 ZEP MANUFACTURING COMPANY ISSUE DATE: 02/01/91 ZEP LEMONEX FIRST IN MAINTENANCE PRODUCTS SUPERSEDES: 07/16/90 PRODUCT NUMBER: 0675 SECTION III - H E A L T H H A Z A R. D D AT A (CONTINUED) :HRONIC EFFECTS OF OVEREXPOSURE: 2EPEATED "OR PROLONGED SKIN CONTACT MAY PRODUCE CHRONIC -INFLAMMATION OR DERMATIT- IS, CHARACTERIZED BY REDNESS, SCALING, OR ITCHING. REPEATED EYE EXPOSURE MAY PRODUCE CHRONIC INFLAMMATION OF THE EYE OR CORNEAL DAMAGE. NONE OF THE HAZARDOUS INGREDIENTS ARE LISTED AS CARCINOGENS BY IARC,' NTP, & OSHA EST'D PEL/TLV: NOT ESTABLISHED PRIMARY ROUTES OF ENTRY: N/A --------------------------------------------------------------------------------. :-MIS CODES: HEALTH 3; FLAM. 0; REACT. 0; PERS. PROTECT. B CHRONIC HAZ. NO -------------------------------------------------------------------------------- FIRST AID PROCEDURES: SKIN IMMEDIATELY FLUSH CONTAMINATED SKIN WITH PLENTY OF WATER FOR AT LEAST 15 --- - - MINUTES. GET -MEDICAL -ATTENTION I F "I RR I TAT I ON DEVELOPS.- - - - - - -- --1 - ---- EYES : IMMEDIATELY FLUSH EYES WITH PLENTY OF WATER FOR AT LEAST 15 MINUTES, DC- CASIONALLY LIFTING .UPPER AND LOWER LIDS. GET MEDICAL ATTENTION AT ONCE. INHALE: MOVE EXPOSED PERSON TO FRESH AIR. IF IRRITATION PERSISTS, GET MEDICAL ATTENTION PROMPTLY. INGEST: IF THIS PRODUCT IS SWALLOWED, DO NOT INDUCE VOMITING. IF VICTIM IS CONSCIOUS GIVE PLENTY OF WATER TO DRINK. GET MEDICAL ATTENTION AT ONCE. ------------------------------------------------------------------------7------- SECTION IV - S P E C I A L P R 0 T E C T I 0 N I N F 0. R M A T I 0 N PROTECTIVE CLOTHING WEAR NEOPRENE, NITRILE-, OR NATURAL RUBBER GLOVES OR GLOVES WITH PROVEN RESISTANCE TO THE INGREDIENTS LISTED.- _YE PROTECTION WEAR SPLASH-PROOF ,SAFETY GOGGLES ESPECIALLY IF CONTACT =.; _ _ LENSES ARE WORN. RESPIRATORY PROTECTION: RESPIRATORY PROTECTION MAY BE UNNECESSARY SINCE PRODUCT DOES NOT GIVE OFF SIGNIFICANT QUANTITIES OF VAPOR. VENTILATION IF VAPORS ARE, DETECTED, VENTILATE WORK AREA BY OPENING WINDOWS AND .USING EXHAUST FANS. ----------------------------------------------------- --- ------- ------ -- - SECTION V - P H Y S I C A L D A T A BOILING POINT (F) APPROX. 215F SPECIFIC GRAVITY :1. 06 )APOR PRESSURE(MMHG) : N/A PERCENT VOLATILE BY VOLUME ' (%) , APP. 83 VAPOR DENSITY(AIR=1 ) : N/A EVAPORATION RATE(WATER 1 ) : '`"1. 0 SOLUBILITY IN WATER : COMPLETE 'PH(CONCENTRATE) : . 12. 9 PH(USE DILUTION OF 1% SOLUTION ): 10. 8 APPEARANCE AND ODOR : BLUE-GREEN, CLEAR LIQUID WITH LEMON-CITRUS FRAGRANCE. SECTION VI — F I R E A N D E X P L ' 0 S I 0 N D A T A N =LASH POINT(F) ("METHOD -USED),' NONE . (TCC ) =LAMMABLE LIMITS LEL N/A UEL N/A XTINGUISHING MEDIA ` : NON-COMBUSTIBLE `LIQUID. SPECIAL. FIRE FIGHTING: , NONE JNUSUAL FIRE HAZARDS. : NONE L r' NOTICE Zep Manufacturing Company,is pleased to be of service to you by supplying this Material Safety Data Sheet for your files.This information is intended to aid you in devising safe procedures for using our products and to assist you in complying with applicable regulations for disposal of wastes.We request that you take the time to discard any previous Material Safety Data Sheets for this product so that your files remain up-to-dale. By waiy of explanation.we have identified in Section lI of this form those components which contribute some hazard to our product. The hazard,designations correspond to those required under OSHA's Hazard Communication Standard(29 CFR 1910.1200) and may be interpreted as follows: ABBREVIATIONS USED IN THE MSDS: ACGIH: American Conference of Governmental Industrial Hygienists. CAR: Carcinogen—Considered a potential or confirmed cancer causing agent by either the National Toxicology Program(NTP), the International Agency for Research on Cancer (IARC) or the Occupational Safety and Health Administration (OSHA). CBI_: Combustible—At temperatures between 100°F. and 200°F., chemical gives off enough vapor to ignite if a source of ignition is present. CNS: Central Nervous System Depressant. COR: Corrosive Causes irreversible alterations in living tissue (e.g. burns). EIR: Eye Irritant Only—Causes reversible reddening and/or inflammation of eye tissues. Est'd: Estimated. FBL: Flammable—At temperatures under 100°F., chemical gives off enough vapor to ignite if a source of ignition is present. HTX: Highly Toxic—The probable_lethal dose for a 70 kg (150 lb.) man is one teaspoonful or more. ING: Ingestion--A primary route of.exposure through swallowing a liquid or solid (see below). INH. Inhalation---A primary route of exposure through breathing of vapors (see below). IRR: irritant—Causes reversible effects in living tissues (e.g. inflammation). N/A: Not Applicable—Category is not appropriate for this product. �N/D: Not Determined—Insufficient;informati'on fora determination for this item. t NIOSH: National Institute for•-Occupational•Safety and Health. OSHA: Occupational Safety and Healtti'Admi'nistration._; -PEL: Permissible Exposure Limit--The time-weighted-average exposure value established by OSHA for repeated exposure during any 8 hours per day, 5 days per week, without adverse effects. SEN: Sensitizer—Causes allergic reaction-.after repeated exposure. SKIN: A primary route of exposure through contact with the skin (see below).:;`, TLV: Threshold Limit Value—A tima-weighted-average exposure.value established by the ACGIH for the�work period described. under PEL, above. TOX: Toxic-The probable lethal dose for a 70 kid"man is,one ounce or,more. The health and physical data contained in various sections of this form concern the overall hazards of the product. Please note that the EST'D PEL(TLV shown in Section III pertains to airborne concentrations of vapors from the product as a whole.This time- weighted-average is arrived at by using a formula developed by the ACGIH for only those products where the hazardous ingredients have similar toxicological properties.The estimated value should serve only as a guide for providing workplace conditions under which;we believe that nearly all workers may be.,repeatedly exposed 8,hours per day,5 days per week, without adverse effects. This does not pertain to sensitive individuals or to anyone with an existipg medical condition or who may be pregnant; anyone with such a condition should consult a physician prior to use of this product. The HMIS CODES refer to the Hazardous Materials Information System,developed by the National Paints and Coatings Association,and,is provided, strictly,,for 'those-customers Ithat train'their employees in its use.We do not endorse or suggest the use of this hazard coding system,since, in our view, it does ndadequately present the hazards associated with a more general chemical product line. Primary Route of Entry—this item indicates the way.or ways one or more:hazardous ingredients may enter the body and cause a generalized systemic or specific-organ toxic.effect.,. Asa further word of caution,Zep wishes to advise that serious accidents have resulted from the misuse of"emptied',containers. "Empty" containers retain residue(liquid and/or vapor)and can be dangerous. DO NOT pressurize, cut,weld, braze, solder,drill, grind or expose such containers to heat, flame, sparks,or other sources of ignition;they may explode and cause injury or death. Do not attempt to clean since residue is difficult to remove. "Empty"drums should be completely drained, properly bunged and promptly returned to a drum reconditioner. All other containers should be disposed of in an environmentally safe manrier and in accordance with government regulations. "Empty" containers should never be reused unless reconditioned. Thank you for your interest in,and use of,Zep products.Zep Manufacturing Company is concerned for your health and safety.All Zep products can be used safely if used with proper protective equipment and according to proper handling practices consistent with label instructions and the Material Safety Data Sheet. Before using any Zep product, be sure to read the complete label and the Material Safety Data Sheet. Consult your supervisor. or Zep Manufacturing Company, if you have any questions. DISCLAIMER All statements. technical information and recommendations contained herein are based on available scientific tests or data which we believe to be reliable.The accuracy and corn pleter less ni +.rot;data are not warranted or guaranteed.We cannot anticipate all conditions :nder which tt-is infori-nation and our products.or'tie oioducts of other manufacturers in combination with our products. 71<`3} r'. :i i —.1) u}«,:; i r t71'. , - .)n$b;,,4,y f 3:i'j$;� •ir ddrrrariP resulting from the improper use or handling of r)Ur products, !turf, incompatible product corrbtnstic^;, or from the failure to follow insttuctions, warnings and advisories in the product's label and Material Safety Data Street. F MATERIAL SAFETY DATA SKEET o AND SAFE HANDLING AND DISPOSAL INFORMATION PAGE ,3 OF 3 ZEP MANUFACTURING COMPANY ISSUE DATE: 02/01/91 ZEP 'LEMONEX FIRST IN MAINTENANCE PRODUCTS SUPERSEDES: 07/16/90 PRODUCT. NUMBER 0675 SECTION VII — R E A C T I V I T Y D A T ,A STABILITY STABLE ; INCOMPATIBILITY(AVOID) STRONG OXIDIZING AGENTS 'OLYMERI ZATION WILL NOT OCCUR. d. HAZARDOUS DECOMPOSITION: CARBON DIOXIDE, CARBON MONOXIDE,"' AND"-OTHER UNIDENTIFIED. ORGANIC -COMPOUNDS. --------------------------- --- -- ------ n ;a SECTION VII.I '- S P I L L . '.A N D : „ D 'I S P. 0 S A L 'P R 'O ;C E' D U+R E S ITEPS dTO,. BE_TAKEN- SIN„.CASE MATERMI`AL IS" RELEASED OR SPILLED:` IBSERVE SAFETY".PRECAUTIONS IN SECTIONS ,4 & 9 DURING CLEAN—UP. ,ABSORB .SPILL ON aN ' INERT ABSORBENT', MATERIAL (eg 'ZEP—O—ZORB); PICK UP AND PLACE_ IN A.'CLEAN D. 0. T. 3PECIFICATION . CONTAINER FOR DISPOSAL. WASH AREA THOROUGHLY WITH A DETERGENT 30LUTION AND THEN RINSE WELL WITH WATER. JASTEH DISPOSAL METHOD: _IQUIDS CANNOT BE SENT TO LANDFILLS UNLESS SOLIDIFIED. UNUSABL'E4PRODUCTarAND 30ME COLLECTED, SPENT USE—DILUTIONS MAY REQUIRE DISPOSAL- AS A HAZARDOUS :WASTE AT N PERMITTED TREATMENT/STORAGE/DISPOSAL FACILITY: 'IN MOST 'STATES HAZARDOUS WASTES IN TOTAL AMOUNTS OF 220 LBS. OR LESS PER MONTH MAY BE DISPOSED OF 'IN A .CHEMICAL 3R INDUSTRIAL WASTE LANDFILL. IF COMPANY EFFLUENT IS ULTIMATELY TREATED BY A 'UBLICLY OWNED TREATMENT WORKS, NEUTRALIZATION OF SPENT TANK—SOLUTIONS WITH SUB- 3EQUENT DISCHARGE TO THE SEWER MAY BE POSSIBLE. CONSULT LOCAL STATE AND. FED— zRAL AGENCIES FOR PROPER DISPOSAL METHOD: IN YOUR AREA. ZCRA HAZ. WASTE NOS. : D002 (SEE ABOVE) 7 w _ ---------r------r-r----- -------------- r SECTION IX - S P E C .I A L P R E C A U.T I 0 N S Y .f ?RECAUTIONS TO BE TAKEN WHEN HANDLING AND STORING: 3TORE TIGHTLY CLOSED CONTAINER IN A DRY AREA AT TEMPS. BETWEEN 40-120 DEGREES F. .. , STORE AWAY FROM STRONG ACIDS -AND OXIDIZING COMPOUNDS: : CEEP PRODUCT. AWAY FROM SKIN -AND EYES. 'RODUCT MAY DAMAGE OR DISCOLOR VINYL—SUCH -AS -.:TILE WALLPAPER, OR SHOWER CURTAINS- .)NLESS PROPERLY DILUTED. AND RINSED PROMPTLY & THOROUGHLY 'FROM THESE SURFACES. :EEP OUT OF THE REACH OF CHILDREN."' t .SECTION X T R A N S P 0 R T A T I 0 N ` ` D,'' A. T A'` ` )OT PROPER SHIPPING NAME ' ` -NONE F .)OT, HAZARD CLASS: N/A 4 {' )OT .I D. NUMBER N/A _ , DOT LABEL/PLACARD:' NONE :PA TSCA' CHEMICAL 'INVENTORY. ---.ALL INGREDIENTS ARE 'LISTED 7—PA,CWA ,.40CFR PART 117 SUBSTANCE(RQ IN ,A SINGLE CONTAINER) : N/A Y i NOTICE Zep Manufacturing Company is pleased to be of service to you by supplying this Material Safety Data Sheet for your files.This information is intended to aid you in devising safe procedures for using our products and to assist you in complying with applicable regulations for disposal of wastes.We request that you take the time to discard any previous Material Safety Data Sheets for this product so that your files remain up-to-date. By sway of explanation,we have identified in Section II of this form those components which contribute some hazard to our product. The hazard designations correspond to those required under OSHA's Hazard Communication Standard(29 CFR 1910.1200)and may be interpreted as follows: ABBREVIATIONS USED IN THE MSDS: ACGIH: Arnerican Conference of Governmental In Hygienists, CAR: Carcinogen--Considered a potential or confirmed cancer causing agent by either the National Toxicology Program(NTP), the International Agency for Research on Cancer(IARC) or the Occupational Safety and Health Administration (OSHA). CBL: Combustible—At temperatures between 100°F. and 200°F., chemical gives off enough vapor to ignite if a source of ignition is present. CNS: Central Nervous System Depressant. COR: Corrosive Causes irreversible alterations in living tissue (e.g. burns). EIR: Eye Irritant Only—Causes reversible reddening and/or inflammation of eye tissues. Est'd: Estimated. FBL: Flammable—At temperatures under 100°F., chemical gives off enough vapor to ignite if a source of ignition is present. HTX: Highly Toxic—The probable lethal dose for a 70 kg (150 lb.) man is one teaspoonful or more. ING: Ingestion—A primary route of exposure through swallowing a liquid or solid (see below). INH: Inhalation—A primary route of exposure through breathing of vapors(see below). IRR: Irritant--Causes reversible effects in living tissues (e.g. inflammation). N/A: Not.Applicable—Category is'not appropriate for this product. ;N/D:-.Not,Determined—insufficient information for a determination for-this item. NIOSH: National institute for Occupational Safety and Health. OSHA: Occupational SMety.and Health Administration. PEL: Permissible Exposure Limit—The time-weighted-average exposure value established by OSHA for repeated exposure during -'any 8 hours'per day,-5 days per week, without adverse effects`1 SEN: Sensitizer—Causes allergic reaction after repeated exposure. SKIN: A primary route of exposure through contact with the skin (see,.below). , TLV: Threshold Limit Value—A time-weighted-average exposure value established by the ACGIH for the work period described under PEL. above. TOX: Toxic—The probable lethal dose for a 70 kg man is one ounce or more. The health and physical data contained in various-sections of this form concern the overall hazards of the.product. Please note that the EST'D PEL/TLV shown in Section Ili pertains to airborne concentrations of vapors from the product as a whole.This time- weighted-average is arrived at by using a formula developed 'by the ACGIH for only those products where the hazardous ingredients have simiIar.toxicological properties.The.estimated value should serve only as a guide for providing workplace conditions under which we believe that nearly all workers may be repeatedly exposed 8 hours per day,5 days per week, without adverse effects. This does not pertain to sensitive individuals or to anyone with an existing medical condition or-who may be- pregnant;.anyone with such a condition should consult a physician prior to use of this product. The HMIS CODES refer'.to the Hazardous Materials Information System developed by the National Paints and Coatings Association, and is provided, strictly, for those customers that train their employees in its use.We do not endorse or suggest the use of this hazard coding system;since, in our view, it does not adequately present the hazards associated with a more general chemical product-line:Primary Route of Entry.—this item indicates the way or ways one or more hazardous ingredients may enter the body and cause a generalized- systemic or specific-organ toxic effect. As a further word of caution,Zep wishes to advise that serious accidents have resulted from the misuse of"emptied"containers. "Empty" containers retain residue(liquid and/or vapor)and can be dangerous. DO NOT pressurize, cut, weld, braze, solder,drill, grind or expose such containers to heat,flame,sparks,or other sources of ignition; they may explode and cause injury or death. Do not attempt to clean since residue is difficult to remove. "Empty" drums should be completely drained, properly bunged and promptly returned to a drum reconditioner. All other containers should be disposed of in an environmentally safe manner and in accordance with government regulations. "E-mpty" containers should never be reused unless reconditioned. Thank you for your interest in,and use of,Zep products.Zep Manufacturing Company is concerned for your health and safety.All Zep products can be used safely if used with proper protective equipment and according to proper handling practices consistent with label instructions and the Material Safety Data Sheet. Before using any Zep product, be sure to read the complete label and the Material Safety Data Sheet. Consult your supervisor, or Zep Manufacturing Company, if you have any questions. DISCLAIMER All statements,technical information: and recommendations contained herein are based on available scientific tests or data which we believe to be reliable.The accuracy;and completeness of such data are not warranted or guaranteed.We cannot anticipate all t' a it,Or S U1UGr aro r. , od h ts Ji' , e moducts of other mar)uf act urers in combination with our products, , r i ,-r damage resulting from the imoroper use or handling of our product's label and l,,atei':ai Saf.,ty Da,a vite±'t. - r1HFd - 1 :1 - SO 1 FR ITF IJF� TrJLCJ t ,; stnitcto MATERIAL SAFETY DATA SHEET 4 SIMILAR TO OSHA FORM 20 Address: Struktot Company 201 E. Steels Corners Road SECTION 1. MATERIAL IDENTITY _ Stow, Ohio 44224 PRODUCT NAME: STRUKTOL SB A 2080 PRODUCT CODE (WHERE APP,); N/A CHEMICAL NAME AND/OR MOLECULAR FORMULA Emergency Phone Number Proprietary formulation of derivatives of natural fatty acids 216-928-5188 CHEMICAL FAMILY Ant.ifoam -Agent CAS NUMBER SYNONYMS None Not assigned/mixt.ure REGULATED DOT PROPER SHIPPING NAME N/A IDENTIFICATION EPA WASTE ID # N/A OTHER SECTION 2 — HAZARD SPECIFICATIONS DOT HAZARD CLASS Not regulated NFPA CODE �. EPA HAZARD WASTE CLASS N/A �� 0 0 KNOWN HAZARDS UNDER 29 CFR 1910,1200 TLV= Not Established Zinc Stearate CAS , 557-05-1 ACGTH TLV 10 mg/m3 PEL Not f,st.ablished (dust) LD50= Not determined SECTION 3 — SAFE USAGE DATA PROTECTIVE EQUIPMENT SUGGESTED: Safety- glasses with side shield . SUGGESTED VENTILATION General mechanical room ventilation is ` satisfactory for normal handling and storage operations . PRECAUTIONS: HANDLING & STORAGE: Keep drums sealed, store @ 40-1Q0°F OTHER: None -- --- +'a t MATERIAL _SAFETY DATA SHEET 'SECTION PRODUCT NAME OR NUMBER ` ,. EMERGENCY TELEPHONE•NO.' Aries 292 31.5-346-1489 S r tOr''S NANI! Distributor I s.D-U•N•S NO. Aries Chemical Incorporated 14-861-3045 .-46DRESS(Number, Streo(,Ccty.Smto and Zip Code) RD #1, Box 171A, Castorland, ,NY 13620 ` OOUS MATERIALS DESCRIPTION AND PROPER SHIPPING NAMC(49 CFR }72.101) HAZARO CLASS (49 CFR 172.101) of, T F • - Aluminum Chloride - Corrosive Material - UN2581 CH ICAL FAMILY i FORMULA Aluminum Chloride;"`agueous sol ALCh XH 0" SECTION II IN R Ye CAs RE I�IE 7S (llt,all in ts) ' GISTB,Y,Rol. x Aluminum.Chloride - f _ 7446'70- 30 x ,. � " Y 4 -7 - �- SECTION III -- PHYSICAL DATA , OOIUNG POINT(X°F) ( .00)( 2300E SPECIFIC GRAVITY(H20=1) 1.28 VAPOR PRESSURE(mm Hg)r PERCENT VOLATILE BY VOLUME M y (psi= 5 N.A j VAPOR DENSITY.(AIR=1) EVAPORATION RATE( :i) N.A. ,. . . A. 1 SOLUBILITY IN WATER pH :-ra it APPEARANCE AND ODOR -' IS MATERIAL: LIQWD `SOLID" Colorless to ;light yellow.solution Sharp, pungent GAS PASTE- POwoEa . SECTION IV-FIRE AND:EXPLOSION HAZ�kR D DATA f i "FLASH POINT(method use y (-`F1 __ FL�Mt�iAll< LI(vIITS ': ILL _ UE L }^ 1 °C) Non Combustible LXT(NGUISHING.MED.IA r Fr Remowe material'from area if possible:' Extinguish using media appropriate for fide 5PECIAL,FIRE FIGHTING PROCEDURES positive pressure; self-contained breathing.apparatus:is recommended:' ' `r.. UNUS L FI E A: E s' OSION'H Ano s ) — eevs�ed� emnera` ures�, aluminum chloride will decompose 'to aluminum hydrate and Hydrochloric acid and possibly hydrogen: : SECTION V-HEALTI1 HAZARD DATA 2mg (Al) /m3 r' EFFECTS OF OVEREXPOSURE THRESHOLD LIMIT VALUE C] js' •• Causes irritation to-the skin and eyes PERMISSIBLE EXPOSURE LIMIT a5' EMERGENCY AND FIRST Alp PROCEDURES Irihalation - May cause mucous menbraneoat, nnA irri ab on with cou h n headache.....First aid: Remove person from exposure area to seek fresh air. 2•-} ^r . Skin Contact '• May cause dermat' i and •r ' redness, pain and burns. First ais: Wash affected areas with Soap:and large am - _ .: Ingestion - May cause burning pain in mouth and throat. First Aid: Dilute with water-%• not give an unconscious person anything o rin . e 'Contact ' '!• a,v. a„.se ;rr, a Qn, r ness Q=al ht;rn-, and vir. t t Wash Ywith large aY immediately-with e amounts .of water for a mini mtun of 15-20 minute #` s• g r _ SECTION VI-REACTIVITY DATA seeK medical.attentic °� • ' .CONDITIONS TO AVOf0 UNSTABLE . NONE KNOWN STABIUTY' 'R ^STABLE X } INCOMPAT1I3tt.ITY(materials to avoid) Strong alkaline material. This substance is corrosive to most metal c HAZAADOUS DECOMPOSITION PRODUCT erelease n HAZARDOUS MAY OCCUR CONDITION;TO AVOID ' POLYMERIZATION NONE KNOWN WILL NOT OCCUR X 1' SECTION .V11-SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN.-CASE MATERIAL IS RCLEASED OR SPILLED ills -should be handled immediately ny deutralization & dilution of the spilled product use of soda ash,, lime, or limestone w/ large amounts of water. WASTE DISPOSAL METHOD Provide ample ventilation x - SECTION VIM-SPECIAL PROTECTION INFORMATION $' AQSPIRATORY PROTECTION Appropriate NIOSH-a proved respirators 'are recommen ed. LOCAL EXHAUST(Specify Rate) SPECIAL VENTILATION Use with .adeouate ventilation to meet De _ MECHANICAL(Gene(al) (Specify Rate) OTHER PROTECTIVE GLOV S. EYE PROTECTION r tubber gloves , Dili R PROTECTIVE EQUIPMENT- . ggg 4 : . Impervious clothing, footwear -head ear:-: ' SECTION. IX-SPECIAL PRECAUTIONS �V ECAUTIONS TO BE TAKEN IN.HANDLING AND STORING The material is corrosive to most metals wi 1�h the eunintion of H'Ydrogen,,i -an t.as .. OTHER PRECAUTIONS is a non-flamable liquid that does ME J=_ JtP, I combustion. Revision Date _ ..January 1.1, --.-..�--....-�.e.......--.. - — - -. ........-...-.._,.....'.w- ' +_._.w.,...,....-;._..,_.�-_Ins..:-.::_: .. .. . _ 3M General Offices 00-13562 3M Center St. Paul, Minnesota 55144-1000 (612) 733-1110 e S I;S I 1 5 7 Duns No. . 00-617-3082 MATERIAL SAFETY - DATA SHEET DIVISION: OCCUPATIONAL HEALTH AND SAFETY PRODUCTS TRADE NAME: 3M BRAND'OIL SORBENT . 3M I.D. NUMBER: 98-0711-0191-3 _98-0711-0196-2 98-0711-0197=0 98-0711-0198-8 98-0711-0199-6:`.98-0711-0412-3 98-0711-0633-4 98-0711-0756-3 98-0711-0807-4 ISSUED: MARCH 16, 1.988 ! SUPERSEDES: INITIAL ISSUE DOCUMENT: _11_-1486-7 ,. ---- EXPOSURE LIMITS ---- 1 . INGREDIENT C.A.S. NO.` PERCENT VALUE UNIT TYPE AUTH POLYPROPYLENE 9003-07-0 100.0 - 0.0 NONE NONE NONE NONE SOURCE OF EXPOSURE LIMIT DATA: _ - NONE: None Established 2. PHYSICAL DATA BOILING POINT:.............:. N/A VAPORPRESSURE: .............. N/A VAPOR DENSITY: N/A EVAPORATION RATE:............ N/A SOLUBILITY IN WATER: ......... N/A SP. GRAVITY:................. 0.070 Water = 1 PERCENT VOLATILE: ........... N/A VOLATILE ORGANICS: N/A pH: ..I..... ... ...... N/A VISCOSITY: . .. N/A APPEARANCE AND ODOR: WHITE, NON-WOVEN WEB, NONE 3. FIRE AND EXPLOSION HAZARD DATA ` FLASHPOINT: ................... N/A FLAMMABLE LIMITS - LEL: .. .. N/A FLAMMABLE LIMITS - UEL: N/A AUTOIGNITION TEMPERATURE: ... " 707.00-752.00 F .. EXTINGUISHING MEDIA: NATER/CO2/DRY CHEMICAL SPECIAL FIRE FIGHTING PROCEDURES: None ' UNUSUAL FIRE AND .EXPLOSION HAZARDS: None NFPA-HAZARD-CODES: HEALTH 0 FIRE'2 . REACTIVITY 0, ' UNUSUAL REACTION HAZARD: NONE r 4. REACTIVITY DATA STABILITY: Stable ' INCOMPATIBILITY - MATERIALS TO AVOID: HAZARDOUS POLYMERIZATIONz ,Will Not Occur r HAZARDOUS DECOMPOSITION PRODUCTS:. _ - NONE ` Abbreviations: N/D - Not Determined N/A - Not Applicable 3M General Offices 00-13 563 3M Center St. Paul, Minnesota 55144-1000 (612) 733-1110 Duns No. : 00-617-3082 MATERIAL SAFETY DATA SHEET MSDS: 3M BRAND OIL SORBENT MARCH 16, 1988 PAGE: 2 of 3 5. ENVIRONMENTAL INFORMATION SPILL RESPONSE: UNUSED PRODUCT - N/A USED PRODUCT - SORPTION OF FLAMMABLE AND -HAZARDOUS LIQUIDS. OBSERVE PRECAUTIONS FROM OTHER SECTIONS. EXTINGUISH ALL IGNITION SOURCES. VENTILATE AREA. CONTAIN SPILL (LEAK) FROM PRODUCT. COVER AREA WITH ABSORBENT MATERIAL. COLLECT SPILLED MATERIAL, PLACE SPILLED MTERIAL AND USED PRODUCT IN AN APPROVED CONTAINER AND SEAL. RECOMMENDED DISPOSAL: USED PRODUCT - CONTAINING FLAMMABLE AND HAZARDOUS LIQUIDS. MIX WITH FLAMMABLE MATERIAL AND INCINERATE IN A PERMITTED HAZARDOUS WASTE FACILITY OR DISPOSE OF WASTE AND BULK PRODUCT IN A HAZARDOUS WASTE FACILITY. SINCE REGULATIONS VARY, CONSULT APPLICABLE REGULATIONS OR AUTHORITIES BEFORE DISPOSAL. U.S. EPA HAZARDOUS WASTE NO: (USER MUST INSERT APPROPRIATE NUMBER USING EPA CLASSIFICATION SYSTEM). ENVIRONMENTAL DATA: NOT DETERMINED. 6. SUGGESTED FIRST AID EYE CONTACT: NO FIRST AJD REQUIRED. SKIN CONTACT: NO FIRST AID REQUIRED. INHALATION: NO FIRST AID REQUIRED. IF SWALLOWED:. NO FIRST AID REQUIRED. OTHER FIRST AID: NONE 7. PRECAUTIONARY .INFORMATION NO PRECAUTIONS REQUIRED FOR .NORMAL HANDLING OF THIS PRODUCT. HOWEVER, FLAMMABLE AND OTHER HAZARDOUS LIQUIDS WHEN CONTAINED IN ANY AB SORBENT MATERIAL MAY CONTINUE TO BE HAZARDOUS OR UNSAFE AND UNDER CERTAIN CONDITIONS MAY SPONTANEOUSLY L IGNITE. THEREFORE, WEAR APPROPRIATE RESPIRATORY PROTECTIOWPROTECTIV,E CLOTHING AND EXERCISE = : EXTREME CARE WHEN HANDLING, STORING OR DISPOSING OF ABSORBENT MATERIALS CONTAINING SUCH LIQUIDS TO AVOID .PERSONAL INJURY AND ENVIRONMENTAL HARM. DISPOSE OF ONLY IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. Abbreviations: N/D - Not Determined N/A - Not Applicable 3M General Offices 00-13 564 3M Center St. Paul, Minnesota,55144-1000 (612)733-1110 Duns No. : 00-617-3082 MATERIAL SAFETY DATA SHEET MSDSs 311 BRAND OIL SORBENT MARCH. 16, 1988 PAGE: 3 of 3 8. HEALTH HAZARD DATA EYE CONTACT: - NO HAZARD EXPECTED UNDER NORMAL USE CONDITIONS. SKIN CONTACT: NO HAZARD EXPECTED UNDER NORMAL .USE CONDITIONS. INHALATION: NO HAZARD EXPECTED UNDER NORMAL USE CONDITIONS. INGESTIONS NO HAZARD EXPECTED UNDER NORMAL USE CONDITIONS. - Abbreviations$ N/D - Not Determined N/A - Not Applicable The information on this Data Sheet represents our current data and best opinion as to the proper use in. -handling of this product under normal conditions. Any use of the product which is not in conformance with this Data Sheet or which involves using the product in combination with any other product or any other process is the responsibility, of the user. M+:aY`ta.n F I ;i t:.,h+:ai.Y`In+:sn Bo+:arcl s :I.c:'c:t,In e i ' t:1't�''f�J.{:: MA 0'2 0:1. C"(i)C:)Y''L?.o.r;•` :C 6 y 31U X; 11::.t I o 1'�+:a g.C.{: s t';1,r s Title :C::i:!: ;'s 1.:C.%"3 1.::' 1=;{:)p{:)'r't:i.rs::{ Detay, Mr. Under (::... i.Fi)'t:'t(i): y 1J.C.e+:a s e 'f i i'i d 't:1'i e Tier I I Fl:a n ra r d{:)u s 1"+:a t e r a.+:a l I;i,w r:n t,c)r y f C)Y`M ca 1.1+.J +:a ri ut 1_)dot.(;}{:C 1_:a;:i't', {:)'f" M+:a'ter':I.+:al S+:a'f`ety T+:a'to. :theC•.?'ts for the ha:;.'.+:ardou4ii used +:a't C)1.A Y, 11 y I:A 1.)1.1 7.'::i y i'`t e't't,-.. •f+:a c::I.1.:1.'t:y +:a i:i 'r(i-)(a U J.'Y''C•.•?(:C by 1:5 e c't:a.o n S.:; 311 1 C...:1.q i.A i d n:I.'t r i:.i Lam',e n w{a :i -the 01').C.y 170: .Z..Q Y`(:!{:)1..t':"• M f:a't:e r:i.(a:!. ut'ii e('.! c -t r i 1 f.( A-,{1 e 1.990 C.+.a.!.(::'i"s(:!+:A r' (i?+:A'f' which meets t 1'1{:' reporting Y'F?(: �.A:I.'r k?i'tl(::'I'1't i:i {:Y•P 1:'f 'y'o u !'i+-.x v{:' +'.).n y q s.d(:'?Ei't a.c)fi F.i 'o r Y`(i?CC s.A a Y`(c:' i.a rl d:I.'t:l.o I s+:a 1. :i.n•f'{:)f.J-l i 1,t:i.01'1 y B+:ar''!:.• 1"'et,r+a(::( +:a t s.a+:a:l.:1.fi,y t: o I"s't Y`{ :1. M i:t f'i+:a r_l e•r•• . t:::+�C:)(:� f;:{)ra F�'{:)'t'.+:z't::it t::!•1:i.1::+9i The Independence Park• Breeds Hill Road Hyannis, MA 02601 �� 508-775-3358 [ �h* Co. Mr. Arnold Sapenter Department of Environmental Protection 1 Winter Street Boston, MA 02108 J Dear Mr. Sapenter, March 7, 1991 Please find attached an ammended copy of Cape Cod Potato Chip Company,s Tier II Hazardous Material Inventory form. In error, I have previously submitted an out-dated form from last year. I hope this is not an inconvenience to you or your department. Sincerely, Bart Petracca a Quality Control Manager Cape Cod Potato Chips cc: Ken Wilkey, A.B. Environmental Affairs Captain Coffin, Barnstable Fire Department Gene Romero, SE Regional District, D.E.P. Martin Flynn, Board of Selectmen g7& M of &EeOfsno 00a tll� Of Daniel S. Greenbaum tfoa L w&el ✓UV6 Commissioner _ra4awlk AT,"ad O 47 Gilbert T. Joly Regional Director Cn - July 23 , 1990 Nutter, McClennen & Fish RE: BARNSTABLE--WSC-4-0937 One International Place The Cape Cod Company, Boston, Massachusetts 02110-2699 Division of Eagle Snacks Inc. , Breeds ATTENTION: Anne Smiley Rogers Hill Road, M.G.L. , Ch.21E and 310 CMR 40. 000 Dear Ms. Rogers The Department of Environmental Protection, Bureau- of Waste Site Cleanup, (hereafter, the "Department") , is in receipt of your July 5, 1990 letter, in response to the Department's June 19, 1990 letter, to Anheuser Busch Companies, Inc. (hereafter, "Anheuser Busch") regarding the Cape Cod Company, Division of Eagle Snacks Inc. (hereafter, the "Location") . Please be advised that the Department continues to consider Anheuser Busch to be a Potentially Responsible Party PRP or the release of chloroform to the environment in the .area of the Barnstable Fire District Public Water Supply Well (BFD PWS) #2 . The Department has determined that the Cape Cod Company property meets the criteria of 310 CMR 40. 521 (1) for Locations to Be Investigated. The past and present uses of the property, the conditions reported, and information provided to date indicate that the property is reasonably likely to be a disposal site within the meaning of the Massachusetts Oil and Hazardous Material Release Prevention and Response Act (M.G.L. , Chapter. 21E) . As stated in the June 19, 1990 letter, chloroform contamination was found in ground water downgradient of the Cape Cod Company and because chloroform has been and--is used in the plant, the Department has determined that the Cape Cod Company property at Breeds Hill Road is reasonably likely to be a disposal site. Additional assessment work is necessary to determine whether the Location is a disposal site. The assessment data provided to the Department by the Barnstable Fire District is limited in that it fails to indicate the source and extent of the contamination. The -Cape Cod Company is located Original Printed on Recycled Paper _ r j J -2- immediately upgradient of BFD PWS #2 . In your July 5, 1990 letter, you indicate that the Cape Cod Company currently uses chloroform in the plant laboratory. In theory, even a one time release of a very small quantity of chloroform to the septic system could result in contamination in groundwater at levels exceeding the Maximum Contaminant Level for drinking water, as encountered in BFD PWS #2 . Regarding your concern that a Phase I report and the Interim' Site Classification Form are not necessary, the Department has again reviewed all .the information available and has determined that although the Preliminary Assessment (PA) Report Form has not been completed for the Location, there is enough information on file equivalent to the PA. Therefore, the Department has determined that the Phase I - Limited Site Investigation/Report and the Interim Site Classification Form are necessary for the Location. You are also concerned that the. Department required extensive testing, in addition to chloroform, to be performed as part of the Phase I investigation. Because traces of another contaminant was detected in groundwater in monitoring well #6, just downgradient of the Location, the Department required the additional testing. Please be advised that the deadline of 90 days set out in the Department' s June 19, 1990 letter (see item 2 .c, page 3) for the submittal of the Phase I Report and the Interim Site .Classification Form will become applicable upon receipt of this letter. The Department' s top priority is the protection. of existing and potential water supplies. Therefore, the Department will .continue to identify reasonably likely source(s) and will notify all Potentially Responsible Parties of their liability to the Department for the release under M.G.L. , Chapter 21E. Department personnel will be available to meet with you and your client to discuss this letter. Please contact Maria Pinaud at (508) 946-2869 to set up a date and time for the meeting. The Department looks forward to your cooperation in this matter. Very truly yours, M rk J. 6,egley 'Chief Waste Site Cleanup Section B/MP/rr CERTIFIED MAIL #P 707 024 578 RETURN RECEIPT REQUESTED` J -3- cc: DEP - BWSC - Boston DEP - SERO - Data Entry Town of Barnstable Town Hall Hyannis, MA 02601 - , ATTN: Warren Rutherford Town Manager Hazardous Waste Coordinator Town Hall Hyannis, MA 02601 DEP - Div. of Water Supply - SERO ATTN: Larry Dayian Barnstable Fire District P.O. Box 546 Phinney's Lane Barnstable, MA 02630 ATTN: John Erickson Anheuser Busch Co. , Inc. Executive Office One Busch Place St. Louis, Missouri 63118-1852 ATTN: Glennon Martin, Jr. t r i . Yj 97w, 60mmonwea" e Of SPvy Daniel S. Greenbaum, Commissioner �yQ��°lhl�Fi ��Q/U�� Gilbert T. Joly ®EQE Regional Director NOW IS /777 THE DEPARTPAENT OF :r�. June 19, 1990 ElV 6/JRONMENTAL PROTE_CT10iCU0 ` Anheuser Busch Companies, Inc. RE: BARNSTABLE--WSC-4-0937 Executive Office The Cape Cod Company, One Busch Place Division of Eagle St. Louis, Missouri 6311,8-1852 ( Snacks Inc. , Breeds Hill Road, LOCATION TO ATTENTION: Glennon J. Martin, Jr. BE INVESTIGATED, Request for PA/Phase I Report, M.G.L. , Ch. 21E and 310 CMR 40. 000 Gentlemen: The Department of Environmental Protection, Bureau of Waste Site Cleanup, (the Department) , has determined that the property occupied by The Cape Cod Company, Division of Eagle Snacks- Inc. , located on Breeds Hill Road, Hyannis, Massachusetts, (the location) , is a Location To Be Investigated (LTBI) as a possible disposal site within the meaning of M.G.L. Chapter 21E and the Massachusetts Contingency Plan, (MCP) , 310 CMR 40. 000. Based upon available information, the Department considers this location reasonably likely to be a disposal site. Because this location has been identified as an LTBI, it will be included on the list of "Locations and Disposal Sites" published by the Department. The Department is investigating the source(s) of chloroform contamination affecting the water quality at the. Barnstable Fire District (BFD) Public Water Supply Well (PSW) #2 . In an attempt to determine the source of contamination, the Barnstable Fire District obtained ground water samples from the area downgradient of the location. Results of the analyses of the samples indicate the presence of chloroform. Furthermore, the location is located within the zone II (approximately 600' upgradient). of BFD-PWS #2 . The assessment and cleanup of disposal sites, areas where oil or hazardous materials have been released or come to be located, is governed by M.G.L. , Ch. 21E, and by 310 CMR 40. 000, the MCP. Original Printed on Recycled Paper M -2 The information currently available is insufficient to allow the Department to confirm the location as a disposal site. In order to make this determination, the Department requests that you (as' used in this letter you refers to .Anheuser Busch Companies, Inc. ) , as a party potentially liable for the release, take the steps outlined below: 1. Provide the Department with a written response within fourteen (14) days, of your receipt of this letter, indicating whether you intend to take the necessary actions. 2 . Contract with a consultant knowledgeable in hazardous, waste site assessment and abatement to conduct the following work in accordance •with the MCP:, a. Complete and submit, within forty-five (45) days of receipt of this letter, a Preliminary Assessment Report (copy enclosed) meeting the requirements of 40. 541 of the MCP. b. Complete the Phase I-Limited. Site Investigation and Report as outlined in 40.543 of the MCP. All items must be addressed. Note that in order to determine the source and extent of contamination, observation wells (deep and shallow) need to be -installed. To determine the depth of the wells and the length/location-of the screen, split spoon samples should be taken continuously to be tested for the presence of VOCs utilizing a field-gas chromatograph or similar instrument. The Phase I Report shall include, at a minimum, the following: 1. Boring logs, well construction specifications, a description of the drilling method; 2. A listing of all chemicals _(generic names) and quantities.. used, stored and disposed of at the location; 3 . Maps drawn to scale showing the location of the observation wells, , catch_basins, utility lines, septic system, dry wells, floor drains; 4. A current ground water and contaminant plume contour map; and . . .. 5.- Results of laboratory and field testing data. Ground water from all wells should be sampled and analyzed for VOCs utilizing EPA Method 624. -3- In addition, the sampling plan should include the chemicals listed in item 2 for soil and ground water samples. All laboratory data must comply with the Department's "Minimum Standards for Analytical .Data for Remedial Response Actions Under M.G.L. , Ch.21E, Policy #WSC-89-004" (copy enclosed) . c. Complete the Interim Site Classification Form (copy enclosed) in accordance with 40.544 of the MCP. The Phase I Report documenting all Phase I activities shall be prepared and submitted, in conjunction with the Interim Site Classification Form, to the Department within 90 days of receipt of this letter. d. The consultant shall also evaluate the need for a Short Term Measure (STM) as defined in 40.542 ,of the MCP. If at any time an imminent hazard is discovered at the location, you must immediately notif_y .the Department and submit a proposal for. a STM. This evaluation shall continue throughout the assessment process for the location. Depending on the information generated by the above work, the- Department may require additional investigations, studies and actions. You should be aware that if the 'Department performs the required assessment activities, you. may be held liable for all of the costs the Department has incurred. . If the LTBI is confirmed as a disposal site, you may be named as a party liable for up to three (3) times the Department's response action costs. The Department may also assess interest on the costs it has incurred to date at the rate of twelve percent (12%) , compounded annually. You may also be liable for damages from the impairment of natural resources and for any liability imposed under M.G.L. Ch.21E, Section 11 and other laws for each violation of Ch.21E and other laws, .or under M.G.L. Ch.21A, Section 16, for violations of Ch.21E and other statues, regulations, orders,, or approvals. If you perform the required response actions, the -Department will not seek to recover the- costs 'it� incurs in reviewing the { preliminary assessment, phase I limited site investigation report and the disposal site classification form that you submit to the Department. r -4- Should you have any questions regarding this letter, please contact Maria Pinaud at (508) 946-2869. In any correspondence to this office, please refer to case WSC/SA 4-0937 . The Department looks forward to your cooperation in this matter. Very truly yours, Ma . J. egley C of Wa to Site Cl anup Section B/MP/rr Enclosures CERTIFIED MAIL #P 893 . 313 802 RETURN RECEIPT REQUESTED cc: DEP BWSC Boston DEP - SERO —Data Entry Town of Barnstable Town Hall Hyannis, MA 02601 . - ATTN: Warren Rutherford. Town Manager Hazardous Waste Coordinator Town Hall Hyannis, Massachusetts 02601 DEP - Div. of Water Supply SERO .ATTN: Larry Dayian Barnstable: Fire District. P.O.. -Box 546 Phinney's .Lane. Barnstable, MA 02630 - 1 Pap. of Pages Form Approved OMB No. 2050-0072 Facility,Identification Owner/Operator Name Tier Two Name L_ALL C/O Po T>tiv c tl t S EMERGENCY Street Addres fGtziD s H Mail Address f _ -j 7- AND DHAZARDOUS City_�{�r�NN lS State Zip G2 CHEMICAL- INVENTORY Emergency Contact '. .:. n Naar �6NF T CAS�421_j Title RAN M/t'N�if K Specific sic cod. p Dun rwsbir - ? ; - 3 b Phone LsZ&-17 75-3.:3_s� c ) 2a►v. Phase S F> L� - 5. y S Information - a by Chemical FOR OFFICIAL ID Naar OV3le yor,TIeQCLf} True Ut4L 1 USE (Z—TTtc L 0115 k ONLY Date Received Phor1e ( .5 3 3S c�S 24 t•r. Phone - ( 47 7 -S I Z Important: Read all instructions before com letin q form Reporting Period From January 1 to December 31, 19-2-C) Chemical Descri tion Physical inventory Storage Codes and Locations .a nd Health Max. Avg. No. of P Hazards Daily Daily Day; (Non Confidential) s" Amount Amount On-site (check all that apply) (code) (code) (days) Storage Code Storage Locations CAS L 31.C_.1 ©. s�❑ Fire 2 -_C/-1 Chem. Name �1 2�ilQ N Q �,-(E A3 Sus en Rielease —per I n�a.TJg� r�F= r1�Pc r�s�! Arfi2 • Reactivity o t tmnrdlate(acute Delayed(chronic) Check all Q ❑ ❑ D that apply: Pure Mix Solid Liquid Gas CAS 1 L�.J Sicrit Fire Chem. Name Sudden Release of Preitye - Reactivity .. - immediate (acute] - Delayed (chronic) .. ChickEl El Q D Q that apply.. Pure Mix solo Liquid Gas CAS FEJ Trades Fire Chem. Name Sudden Release _ of Pressure Reactivity Inmedlate(acute) Delayed (chronic) that apply: Check all El ❑ F ❑ Pure Mix Solid Liquid Gas Certification (Rtad and sign after completing all sections) Optional Attachments (Check one) I curlov unoer penalty of law that thave personally examined and am familiar with the information submitted in this and all attached documents, and that based rin my nQuiry of those Inalvlduels responsible for obtaining the information. I believe that the submitted I rmation is true. accurate, and complete. n n 1 have ettache0 a site plan ('�T�/���r, QUae-r rY CaNr�2oC iI34NAltR �-- �' « 1 have attached a ties of site Name and nr'-N•tl title of owner/orwrator OR owner/ Derator's'awhori7ed representative �Sionatura oat"%�Qned caortlinate abuewahom rr Ho jo.ajaw)A+ro P 4W R uo PW�N(D ww+�e.�u PR^B�Ks+W�o Du.wM�P Pw&�..Rp �tC.�.►uG,y eaMwo.i:aW paiya "6rn-� ..uw oa Q p U,a»..p.P�,an,....�I 6 — 7-- /I' o .f n,aRWppl.RupgW .an to P 4=1111 w4 I �1Aueo '.P�vR 1.4 w uwPuuolu p o q.w P41 M.M01 vo!m.W RA!luP►*IOo al A@«d-+4R7!wD4 P ao r u� Wd qa. 4-W wy 1 V�w4 PV PP 0-0«o��E.O IN P pAWA uaPwu-W!"4b.-AM"uw pug PAW-Auw+owd w41 P S+1 P +M�^�A+R+I m o ewBN SN3 t�JGlp� a omd .J. .1, ❑ ❑ o a a Jx P •MN VXKn c *own uppms en m a GUMN M { }gh.dJ� 1+P�1o10�Mro IN3 •o P'en 0m am r+d �4ww cam« lZ7 : ❑, ❑ m fTi'1Ti�svo cc t•�Pl s•�++o De wo � A" •n� ..y e�N su3 R.Woo .:.. y< � d PN J++�4� 1 31S J 1 W (� _S 9 L Q1 S r+ q Z Jt jt 1 _tm "o © © rZ FFI Z L svo piez rn [I IUSPHu00-MON >*uo ua�u� uraga pua f ?�r�o� d�. sa�,i �cuay� �uolieao pue sapO�a8etois i� yd x 1`.. UPPULW eta*1ir�ww 1'Mhe0 Uuap"uom P. g�.'❑ �u•�'°"'O'D a►'1"i"'f"'°'� Po4�d BYRIOOod IttJoj 8uJ7aidwoo aiojaq ruopmnnry ifi Po�?I:J'ueluOdu/J m .. ; 0o n+�o.e«■a A1N� Z -CC 1 O J 'w'w'++•a -Sc.cisO� .. ,. OG '1D 11'/b'/►tXJ �•1 J7 12a va 1���`�"" � T aad 61 S- Z ( p ) "'°`'°M fL L - ( p J 4 pod owl MN m w >f�o 'v°oals AHOIN3AM stu ki VoIJ43H3 St10OJlVZV►1 O O S1 N NV ArN33H3F 3 9 OW 57n0-7 -9NINSn7 .» Pn 771 SQ��? O� 1C9gbI J£, •�4d ro.r S�+Ns '""" S of o Qp 3 .�.« oMJLJail ON J...doi,w,Mo. ANt{� uoo-oslu'�wOnoP-.aov a uuai 0661ou^fVl ! P Oftd TERIAL SAFETY DATA SHEET RAPID KLFFN to LUL`ARE-8:00-5:00 EST—MON—FRI 1-800-543-4906 CAPE COD CO—OIV. OF EAGLE SNACKS A DUBOIS CHEMICALS, INC EMERGENCY PHONE NO. ANHEUS£R EUSCH CC � 3630 E. KEMPER ROAC F BREEDS HILLS RO—INOEP. PARK A SHARONVIILE• OHIO 45241513-554-4200 HYANNISt MA 02601c PREPARED BY: M• ANTCSIAK REFERENCE E ON 04/05/89 8 LA 27902 FA3 — I" • ..C-CEILING..MP-MAXIMUM PEAK..N/A-NOT APPLICABLE..N/K-NOT KNOWN..P-POTENTIAL..PEL-PERMISSIBLE EXPOSURE LIM- "' IT:PM-PENSKY MARTENS..S-SKIN..ST-SHORT TERM..TLV-THRESHOLD LIMIT VALUE..TWA-TIME WEIGHTED AVERAGE., COMMON NAME USED ON LABEL R.AP_ -0—K.LEFN COD ,FAMILY PRINCIPAL HAZARDOUS COMPONENT(S)CHEMICAL&COMMON NAME /B B EXPOSURE LIMITS(TWA 8 HOUR UNLESS OTHERWISE SPECIFIED) UNITS OIPROPYLENE GLYCOL METHYL ETHER <8 TLV 60OS;PEL 600;ST 900 MG/M3S (20324-32-7) °F P VOLATILE GRAVITYmmHg@ °C H IV— BY VOLUME AT _ W. B / NONE APPEARANCE&ODOR FLASH FLAME FLAMMABLE LIMITS LOWER UPPER AUTO IGNITION POINT °F EXTENSION in. IN AIR I VOLUMENONE NONE TEMPERATURE Ni A °F .k EXTINGUISHER MEDIA FIREFIGHTING NONE SPECIAL PROCEDURES n UNUSUAL FIRE AND NONE s EXPLOSION HAZARDS • STABILITY POLYMERIZATION STABLE NONE •. INCOMPATIBLE SOLVENTS AND CONC NTRATED MINE WITH DECOMPOSITION' S02 kITH INCOMPLETE COMBUSTION PRODUCTS e PRIMARY ROUTES OF ENTRY INHALATION YES SKIN NO INGESTION YES - 1.ACUTE DEFATS SKIN; CAUSES EYE IRRITATIONe SIGNS AND SYMPTOMS 2 CHRONIC SAME AS ACUTE OF OVEREXPOSURE MEDICAL CONDITIONS GENERALLY SENSITIVE SKIN AGGRAVATED BY EXPOSURE LISTED CARCINOGEN NTP Nn IARC kinOSHA EMERGENCY AND FIRST AID PROCEDURES 1. INHALATION N/A IN NORMAL OPERATION. 2. EYES FLUSH THOROUGHLY WITH FRESH WATER FOR AT LEAST 15 MINUTEST GET MEDICAL ATTENTION. ISKIN FLUSH WITH FRESH WATER• WASH WITH SOAP AND WATER REMOVE CONTAMINATED CLOTHES AND SHOES 4. INGESTION GIVE M..ILK OR WATER. INDUCE VOMITING, GET MEDICAL ATTENTION. RESPIRATORY PROTECTION IF PEL/TLV MAY BE EXCEEDED9 USE A NIOSH APPROVED ORGANIC VENTILATION LOCAL VENTILATION MECHANICAL PRICTUCING NORMAL AIR DILUTION SPECIAL NONE ` PROTECTIVE GLOVES NON—ABSORBENT EYE PROTECTION— FArr OTHER PROTECTIVE NONE CLOTHING/EQUIPMENT "a HANDLING 00 NCI PRESSURE CONTAINER TO EMPTY. KEEP FROM FREEZING; KEEP BUNG AND IN CONTAINER. IF FROZEN9 THAW AND MIX TO MAKE USABLE. STORAGE PRECAUTIONS OTHER VOLUNTARY ; CAUTIONS ON CONTAINER LABEL. PRECAUTIONS IF MATERIAL IS WIPE UP SMALL AMOUNTS OR FLUSH TO DRAIN; COLLECT, AND RETURN LARGE ' RELEASED/SPILLED AMOUNTS TO CONTAINER* WASTE PH AJUSTMENT; NO PHOSPHATES. DISPOSAL USE UNTIL LESS THAN 1 INCH REMAINS IN CCNTAINER9 EMPTY CCNTAINER METHODS TRIPLE RINSE WITH WATER, ADO TO OPERATION REMOVE OR DEFACE LABEL BEFORE SELLING CONTAINER OR DISPOSAL HMIS RATING HEALTH FLAMMABILITY C REACTIVITY 0 PERSONAL PROTECTION 8 NONE MA i �/ -ERIAL SAFE Y UA 1 A SHEE )UC< � L� IDENTIFIER LIt�UID�R-5�12—S CUCARE-8:00-5:00 EST—MON—FRI 1-800-543-4906 24 HR MESSAGE NTER:. 1-800-- 38-26 7 CAPE COD CO—DIV. CIF EAGLE SNACKS M DUBOIS CHEMICALS• INC EMERGENCY PHONE NO. ANHEUSER EUSCH CC N 363C E. KEMPER ROAD BREEDS HILLS RD—INDEP. PARK A SHARONVILLEt OHIO 45241 5 3-55 — 200 HYANNISP MA 0260 cT PREPARED BY: M. ANIOSIAK REFERENCE REON 03/28/89 B/LS 279023 t. R IN VA — 8 83 ?, =: ' • ..C-CEILING..MP-MAXIMUM .PEAK..N/A-NOT APPLICABLE..N/K-NOT KNOWN..P-POTENTIAL..PEL-PERMISSIBLE EXPOSURE LIM IT..PM-PENSKY MARTENS..S-SKIN..ST-SHOFIT TERM..TLV-THRESHOLD LIMIT VALUE..TWA-TIME WEIGHTED AVERAGE.. COMMON NAME USED ON LABEL L IUUID BR-5512—S CODE 44 CHEMICAL FAMILY PRINCIPAL HAZARDOUS COMPONENT(S) CHEMICAL&COMMON NAME % EXPOSURE LIMITS(TWA 8 HOUR UNLESS OTHERWISE SPECIFIED) UNITS POTASSIUM HYOROXICE (1310-58-3) <3 TLV C 2; PEL C 2 MG/M3 •` VOLATILE °F GRAVITY P mmHg@ ?(] °C BY VO�U% 6 _ OLLITI p/0 -REiC IN�TPDfT4 ER / APPEARANCE&ODOR • FLASH FLAME FLAMMABLE LIMITS LOWER UPPER AUTO IGNITION POINT NDNE °F EXTENSICN N/A in. IN AIR BY VOLUME NONE NONE TEMPERATURE N/A °F EXTINGUISHER MEDIA i FIREFIGHTING NONE SPECIAL PROCEDURES UNUSUAL FIRE AND NONE Y=. EXPLOSION HAZARDS • STABILITY POLYMERIZATION STABLE NONE INCOMPATIBLE FLAMMABLE L O U I O S t ACTIVE WITH METALSp ORGANIC HALOGEN DECOMPOSITION INCOMPLETE COMPOUfVDSr STRONG ACIDS CAUSE PRODUCTS COMBUSTION*- •` PRIMARY ROUTES OF ENTRY INHALATION YES SKIN NO INGESTION YES 1.ACUTE CORROSIVE O SKIN AND EYES . slcNs MISTS ARE CORROSIVE TO SKINt EYES AND RESPIRATORY TRACT AND' r' ~ SYMPTOMS 2 CHRONIC SAME AS ACUTE OF OVEREXPOSURE MEDICAL CONDITIONS GENERALLY SENSITIVE EYESP SKIN9 IMPAIRED PULMONARY FUNCTION. AGGRAVATED BY EXPOSURE a LISTED CARCINOGEN NONENTP No ARC NO OSHA EMERGENCY AND FIRJT AID I PROCEDURES FRESH AIR 1. INHALATION' RR n 2. EYES FLUSH THOROUGHLY WITH FRESH WATER, GET MEDICAL ATTENTION 3. SKIN FLUSH WITH FRESH WATER, WASH WITH SOAP AND WATER REMOVE CONTAMINATED CLOTHES AND SHOES N 4. INGESTION GIVE KILKi WATER OR EGG WHITES ff' DO NCI INDUCE VOMITING, GET MEDICAL ATTENTION ,s RESPIRATORY PROTECTION NONE VENTILATION LOCAL ' VENTILATION MECHANICAL NO SI'ECIAI_ N E ' PROTECTIVE GLOVES Al KAI EYE PROTECTION FACIF C OTHER PROTECTIVE NONE CLOTHING/EQUIPMENT HANDLING 00 NCT PRESSURE CONTAINER TO EMPTY. KEEP FROM FREEZING. AND IF FRCZENt THAW AND MIX TO MAKE USABLE. STORAGE KEEP CONTAINER CLOSED. 5 PRECAUTIONS _ A-° OTHER - L; 'ER � tLI F � N LABEL* H PRECAUTIONS ' IF MATERIAL IS. FLUSH SMALL AMOUNTS TO DRAIN; CCLLECT AND RETURN LARGE AMOUNTS TO RELEASED/SPILLED CONTAINER• ° WASTE PH ADJUSTMENT; NO PHOSPHATES. DISPOSAL USE UNTIL LESS THAN 1 INCH. REMAINS IN CONTAINERt EMPTY CONTAINER METHODS TRIPLE RINSE WITH WATER• ADD TO OPERATION REMOVE OR DEFACE LABEL BEFORE SELLING CCNTAINER OR DISPOSAL HMIS RATING HEALTH 3 FLAMMABILITY Q REACTIVITY 1 PERSONAL PROTECTION ❑ ka, NC NE I : m a4 'sti I N/A MA eAP6GO-T) PoVA76 011P�3 . \Y„M\gltl7/ryy/ BARNSTABLE FIRE DEPARTMENT '°r �'_.�• � n` 3249 Main Street a ao� log o 4as o� Barnstable, Massachusetts 02630 ce ►CH 617.362-3312 WILLIAM A. JONES III, CHIEF GLENN B. COFFIN, CAPTAIN FIRE PREVENTION March 22 , 1989 Ms. Donna Hoke Manager, Employee and Community Relations The Cape Cod Company Breed's Hill Road Hyannis, MA 02601 r Dear Donna, This letter is a follow up of our telephone conversation yesterday. As I mentioned, we are still quite concerned about the proper storage of the Sulfuric Acid even though it does not exceed 1 ,000 pounds. The 200-250 pounds that you are currently storing should be stored safely and should have areas of storage that are well marked and protected. I suggest that you construct a hazardous materials storage room in conformity with the Massachusetts State Building Code. 'This room should be large enough to store any and all of your hazardous materials as well as the sulfuric acid. Such a room would provide the containment that we are concerned with as well as providing fire and explosion protection. Such a room should be placarded with D.O.T. placards for sulfuric acid. The specific card number and type of sign can be confirmed with i1$ later. Relat.i?e to the storage of what is in use for production, the area should be free of all other f 1 ammabl es and should be free of sparks, fire, heat or other forms of ignition. Only the amount necessary for production should be kept in the production area (water treatment room) and all other containers should be kept in the hazardous materials storage room. The entrance doors should be diked with a sufficiently sized retaining wall to contain any spill of sulfuric acid within the water treatment room. All doors and entryways shall be marked with the appropriate D.O.T. placards for sulfuric acid. Containers utilized - for this purpose should have proper hose connections when in use to avoid vapor spread and or spillage. All drains should be closed off in this room to avoid contamination of the ground water in the area in the event of a spill or leak. I have enclosed for your information and guidance, a copy of the hazardous us materials storage regulations 9 9 ons and recommendations. I also suggest that you contact the Barnstable Building Inspector, Mr. Joseph DaLuz for his input as he has jurisdiction relative to the State Building Code. Additionally , I suggest that the Board of Health be aware of any plans, for storage of the sulfuric acid. I would be delighted to sit down with you and give specific recommendations relative to the size of a storage room once you have reviewed this information. Please contact me if you have any further questions. Sincerely, Glenn B. Coffin, Captain cc: Mr. Joseph DaLuz, Building Inspector Mr. Thomas McKean, Health Inspector enc. 1 u q MAS&ntr-r ooA i639 �0 MX A\ �ias+s�td� ./lZca6dnahudBf�a 02601 COMMISSIONERS: (617) 775-1120 Ext. 123 KEVIN O'NEIL, CHAIRMAN ROBERT L. O'BRIEN JOHN J. ROSARIO. VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. MCCARTIN (�,, j (gyp GEORGE F. WETMORE October 1 31_� 87 Mr. Patrick M. Butler Nutter, McClennen & Fish Village Market Place II 297 North Street Hyannis, MA 02601 Dear Mr. Butler: This is in response to your letter of October 6, 1987, regarding the disposal of sludge by-product from the Cape Cod Potato Chips facility at the Barnstable Landfill. There are a number of technical and policy issues that will need to be resolved as I am sure you are aware. Although the information you provided earlier was helpful, it did not provide enough details to make even a preliminary decision. In anticipation of any future meeting on this matter we will need the following additional information: - Average (and range) of moisture content of processed sludge as a percentage; - Estimated average daily, weekly, and monthly and peak daily volume of sludge to be disposed of at landfill; - Characteristics of sludge including pH, Total Phosphorous, Nitrate as Nitrogen, Ammonia as Nitrogen, Total Nitrogen, Sulfate, Biochemical Oxygen Demand, and Chloride at a minimum which has been certified by an approved testing laboratory; and - Means used to stabilize sludge before shipment. The Town is confronted with two sets of problems; one related to the wastewater treatment plant and the other related to the landfill itself. In the case of the treatment plant, the facility is not currently set up to process sludge such as that involved infood processing operations. In addition to this the Town has just awarded a contract for the design and construction of sludge management improvements to the wastewater treatment plant based on a post lime stabilization process so that the sludge can be disposed of more efficiently at our landfill. In the case of the landfill itself, there is a limited capacity available, within the confines of the existing site, for the disposal of all wastes not shipped to SEMASS. These are both concerns that will need to be addressed. f �r Mr. Patrick M. Buttler 2 October 13, 1987 Until such time as we have been provided and have reviewed the information outlined above, any meeting between the engineering staffs would be premature. We look forward to receiving the information in the near future so that we can proceed with our preliminary review. Sincerely yours, ROBERT L. 0 BRIEN Superintendent I NUTTER, McCLENNEN & FISH VILLAGE MARKET PLACE 11 ONE INTERNATIONAL PLACE 297 NORTH STREET WASHINGTON - BOSTON,MASSACHUSETTS 02110-2699 HYANNIS,MASSACHUSETTS 02601 SAN FRANCISCO (617)439-2000 PALO ALTO TELEX:940790 (617)771-4100 AMSTERDAM TELECOPIER:(617)973-9748 COUNSEL: TELECOPIER(617)771.8079 LONDON - PARIS TOKYO October 6, 1987 RECEIVED DEPT.OF PUBLIC WORKS Robert O'Brien, Superintendent TOWN OFBARNSTABLE Department of Public Works BY Town of Barnstable �y 1— Town Hall Hyannis, Massachusetts_ 0,2601 Re: Cape Cod Potato Chips `OCT' ' Dear Bob: Just a brief note to thank you for taking time from your schedule to meet with me recently to discuss the possible acceptance of the dewatered sludge by-product from the Cape Cod Potato Chips facility at the Barnstable Town land fill . I have discussed this matter with the Company, and they are ready and willing to have a representative of their Engineering and Environmental Departments meet with your staff to discuss the quantitative and qualitative issues regarding the dewatering of the sludge and its acceptable characteristics for disposal at the land fill. Please contact me at your convenience, and I will arrange for such a meeting. In addition, as I indicated, I would be happy to appear before the Commissioners to discuss this matter more fully. Again, thank you for your co tesy in this regard. V r r y yo rs, ri M. Butler PMB: jl xeel 01(ffnat��24!�Wlal ! �� R u sSc i!.Sylva j j . :ssroner �CzGG�/2�C7dG`% LQ/'l. Anderson ! OO rLcr sir �e <� itfcc. ��i xdaczcLz��1e� 0231s6 Reg. .a _ mimental Encgince.r 17 9 s i=123� xG 680=63 May 7 '' 1986 Eagle Snacks, Inc. RE: SMAPCD--BARNSTABLE- Section 7.02 Division of Anheuser Busch Plan Review, Application No: CorPa:nies, Inc. SM-85-161-IF, The` Cape':Cod Company . One Busch Place St. Louis; .Missouri 63118=1853 - ATTENTION: . Glen J. -Martin, Vice President ' Engineering Gentlemen: The Department of Environmental Quality Engineering's .Division of Air duality Control is in receipt of a. plan application submittal (SM-85-161-IF) for the proposed installation of six (6) new, natural gas fired, batch type potato chip fryers at The Cape Cod Company, Breeds Hill Road, Hyannis, Massachusetts. The proposed installation would expand the potato chip processing facility from twelve (12) to eighteen (18) frying units. As the Department notified you by letter,dated February 11, 1986, it would not commence review of the expahsion portion of the application until such time as an acceptable control system is proposed for the initial fryer installation, since currently operating frying units one (1) through twelve (12) .were installed 'and operating without written Department approval . as required by Section 7.02 of the "Air Pollution Control Regulations." At a meeting of March 4, ' 1986, held in the office of the' Southeast Region's Air Quality Control Section, the Department addressed its concerns regarding the adequacy of the control system utilized on the initial 12 fryers (Standard Keil -Fire Chief dual, action grease filters) : and an updated version of the same type of control proposed for use with the new six .(6) fryers (Standard Keil -Firefighter grease filters) to control emission of particulates (mists-oils) and odors. generated from.the potato chip processing facility. At the meeting, it ,was agreed. that The Cape Cod Company would develop a testing protocol and conduct emission tests on one of the twelve initial fryer units in order to characterize emissions, and to establish removal efficiencies of the grease filters. A.review of those test results indicates that cooking. oil emission. rates are virtually the same while utilizing or not utilizing the grease filters. Based upon these results, it is apparent that the grease filters currently utilized and those proposed for utilization are inadequate in controlling cooking oil emissions generated 'at the facility to the .extent required to. comply with Section 7.02(2) Accordingly, you are hereby advised that the Department considers the application for the additional fryer units (13 through 18) deficient, .and as such will not act on the expansion application until .such time as an acceptable control system is proposed for the initial twelve fryers. , You are requested to inform this office, in writing, by.May, 16, 1986, as to your intentions regarding this matter: . Personnel of this office are available and willing to meet with you to discuss this matter, if such is your wish. Lf you have any questions, please contact Michael Quink' at the Regional office. Very truly yours, Vaughan M. Steeves, tChief Air Quality ,Control Section S/MQ/cb cc: . Anheuser Busch Companies One Busch Place St. Louis, MO 63118-1853 ATTN: John V. Steir, Supervisor Environmental Affairs Environmental Engineering and Resources Department Donald M..' DeHart, Senior Environmental Engineer The Cape Cod Company Breeds Hill Road Hyannis, Mass. 0260E ATTN: Dean Wiggins . Water Pollution Control Section ATTN: Philip S. Ripa Board of Health Town Hall -Hyannis, Mass. 02601 (oxecu��e ©lice a�(onVbC0;?LnteneW AF6.4 ''y ��ax�ment o�C�n�rnanmenG���Lu�� (`n 'neexin Thomas C. McMahon Director One Wlcnlen X t el, �aslon, a�3. 02108 I April 9, 1986 0 William H. Opdyke Re : Hyannis MA The Cape Cod Company Industrial Waste Breeds Hill Road Holding Tank Hyannis , MA 02601 Dear Mr. Opdyke: The Division of Water Pollution Control has reviewed the submitted report and plans for the expansion of the existing activated sludge treatment facility to 25,000 gallons per day (gpd) ; treated effluent will be discharged to an aerated holding tank prior to being hauled by the Cape Cod Company to the Barnstable POTW for disposal . Sludge will be stored in an aerated holding tank prior to being hauled to Greater Lawrence Sanitary District. The Division approves the plan to haul pretreated wastewaters to the Barnstable POTW with the following provisions : 1. A total of 15 ,000 gpd shall be hauled until approval for 25,000 gpd . is obtained from the Tiown of Barnstable. 2. The pretreated wastewater must meet the agreed limits of 350 mg/l for both BOD and TSS. 3. The Cape Cod Company must maintain a current disposal permit from the Town of Barnstable. New permits must be submitted to the Division's Lakeville Office. 4. Hauling records and waste analysis must be maintained. 5. A high level audio-visual alarm must be installed in the -hold tank. 6. Failure to keep ,the holding tank from overflowing and properly maintained constitutes grounds for revocation of this approval . .� . -2- 7. Obtain all the required state and local permits. 8. Notify the Division in writing of any changes to the method of i disposal . If you have any questions regarding this matter, please contact David Ferris at 292-5666. Very truly yours , Thomas C. McMahon Director TCM/DRF/bd cc: DEQE, Southeast Regional Office, Lakeville, MA 02346 Barnstable Health Department, Town Hall 397 Main Street, Hyannis, MA 02061 Attn : John M. Kellu Dan Hudson , C.E. Moore, Inc. , 407 Lincoln Highway, Exton, PA 19341 Clint Watson , DWPC, Groundwater 'Permits Vxecu ue ©��ice o�(on�i�a�znzentaz°AP6,j '' ��axtment o�C����ixanmenta��Lu�t Vn %nee�in Thomas C. McMahon —/J�����o�G o {�l�ate�� JoGGcctian 7jantaal Director © .,///We (Q /��!a x M"W, 9,jton, �y`a11. 0�108 March 31 , 1986 William H. Opdyke, Vice President Re: Ground Water Discharge Permit Operations #0-155 The Cape .Cod Company Breeds Hill Road Hyannis, MA 02601 Dear Mr. Opdyke: A request for a ground water discharge permit modification from an existing approved flow of 15,000 gallons per day to 25,000 gallons per day, on Permit #0-155, has been received by this office. The original permit, issued on November 7, 1984, was approved based on geohydrological information submitted with the application. We share the concern of both the Barnstable Fire District and the Barnstable Board of Health, regarding the possible impact of the discharge to the groundwater at Barnstable Fire District Well #2. The previous geohydrologic information provided to us is insufficient to evaluate the potential for contam- ination by increased flow on well #2. It is therefore necessary for you to provide this offi ce ice with a new geohydrologic report which includes specifically: the proximity of the disposal system to the existing well site; the probability of effluent recharge to well #.2 under increased flow, the potential -for health risks caused by human exposure to waste constituents in the increased flow from your facility; the existing and proposed pumping rates and water treatment (if any) of well #2 and an estimate of the potential movement of the effluent plume under these conditions. Water quality analyses from each of the groundwater monitoring wells installed as a condition of the original permit, should accompany the above requested report. In addition, a summary of the status of proposed sewering of the industrial park, and the efforts of the company to comply with the final paragraph of page 4 of the groundwater discharge permit must be included. Upon receipt of the above requested information, and a satisfactory resolution of the outstanding concerns, we shall proceed with the processing of your application for a new groundwater dishcarge permit. -2- .,r If you have any questions regarding this matter, please contact. Clinton Watson of my office at 292-5693. Very truly yours, ���j�Z� Thomas McMahon Director TCM/CW/wp cc: DEQE, Southeast Regional Office, Lakeville, MA 02346 Barnstable Health Department, Town Hall , 397 Main Street, Hyannis, MA 02061 Attn: John M. Kelly, Agent Dan Hudson, P.E. Process Engineer, C.E. Moore, Inc. , 407 Lincoln Highway, Exton, Pennsylvania 19341 Dave Ferris, DWPC, Engineering Section a Eagle Snacks,Inc. ONE Of THE ANHEUSER BUSCH COMPANIES March 6, 1986 Mr. Vaughan M. Steeves, Chief . Air Quality Control Section The Commonwealth of Massachusetts Department of Environmental Quality Engineering Southeast Region Lakeville Hospital Lakeville, Massachusetts 02346 Cape Cod Company Air Pollution Permits Dear Mr. Steeves: ow- to a meeting I attended February 4 1986 on This is a follow-up g y , behalf of Cape Cod Company, Division of Eagle Snacks, Inc. , at the DEQE Regional Headquarters in .Lakeville, Massachusetts, regarding the above subject. In attendance for the Department were John K. Winkler, Michael Quink and Joseph Shepard. In attendance for Cape Cod Company, in addition to the writer, were John Stier, Anheuser-Busch Environmental Engineering Department, and Michael Ford, Kilroy, Green and McLaughlin.. The meeting was called pursuant to your letter to me dated February 11 , 1986 and received by me on February 14, '1986. It was agreed by the DEQE representatives at this meeting that I would confirm in writing the course of action that Cape Cod Company would take to bring its present Hyannis facility into compliance with the applicable regulations of your Department. and to obtain permits for an expansion of this facility. These plans included the following: 1 . Cape Cod Company will retain a qualified consultant to .conduct air emission testing of the present facility. This consultant will perform this testing with Department input, participation and review. One Busch Place St. Louis, MO U.S.A. 63118-1852 Telex 447 117 ANBUSCH STL r Mr. Vaughan M. Steeves March 6, 1986 Page 2 2. Upon receipt of results of the operational testing the Department will notify Cape Cod representatives of what actions, if any, are required to bring the existing facility into compliance. Further, the Department will notify Cape Cod representatives of the adequacy of the proposed expansion as it pertains to the need for air pollution permits. Both the Department and Company representatives agreed that Cape Cod's present facility will be allowed to continue to operate provided that Cape Cod Company (1 ) makes a good faith effort to expeditiously undertake the testing program outlined herein, and (2) takes the necessary action to obtain the air emission permits called for by DEQE Regulations. Finally, I did make the DEQE Department representatives aware of the e timtable for bringing the additional kettles on line (May 15; 1986) and Department representatives agreed that they would make every effort to expedite this matter provided Cape Cod carried out the testing as agreed upon. We appreciate your cooperation in helping us resolve this situation to our mutual satisfaction. Very truly yours, EAGLE SNACKS, INC. G. J. rtin Vice President Engineering GJM:pe cc: Board of Health Town Hall Hyannis, MA 02601 Water Pollution Control Section . Southeast Region.. ATTN: Philip .S. Ripa Mr. Michael Ford Kilroy, Green and McLaughlin Mr. John Stier Anheuser-Busch Companies, Inc. t C/I-Aaj� s � a-,Wh W e.n a/&W1;canrne�nla-9acza� (� S. Russell Sylner Jaufle Xd/��effarL Commissioner ��pp �/L Paul T. Anderson 1��uCa� "9-4,6 Regional Environmental Engineer 9/17=1,231, Cox,'680=6311 9 w r• . �. February 11, 1986 Anheuser Busch Companies, Inc. RE: SMAPCD--BARNSTABLE--Section 7.02 Executive Office Notice of Violation, The Cape Cod One Busch Place Company, Breeds Hill Road St. Louis, Missouri 63118-1852 ATTENTION: Glennon J. Martin, Jr. Gentlemen: The Department of Environmental Quality Engineering, Division of Air Quality Control, has reviewed the information submitted in the form of a plan application relative to your expansion plans, to install six .(6) new, batch type, natural gas fired potato chip fryers at The Cape Cod .Company, Division of Eagle Snacks Inc. , Breeds Hill Road (Independence Industrial Park) , Hyannis, Massachusetts. A review of the application indicates that .the proposed installation would expand the existing processing facility from twelve (12) to eighteen (18) frying units. A review of existing records, on file with this office, has revealed that written Department approval was not granted as required by Section 7.02 of 310 CMR 7.00 "Air Pollution Control Regulations" for the initial installation of fryers 1 through 12, currently installed and operational at the facility. The installation and operation of the described equipment without approval constitutes a violation of Section 7.02 of the "Regulations" which were adopted by the Department under the provisions of Section 142A-E and 142J, Chapter 111 and Sections 4 and- 6, Chapter 21.0 of the Massachusetts General Laws. This office considers the installation and operation of the equipment without the required approval a serious matter since review of Department records indicates that representatives of the Cape Cod Potato Chips Company, namely the Law Office of Kilroy, Green and McLaughlin, 171 Main Street, Hyannis, Massachusetts were notified by letter, dated February 16, 1984 (copy enclosed) that the processing facility would be subject to the "Regulations." In consideration of the above the Department will not commence its review of the application for the proposed additional equipment until such time as the Department's concerns regarding the initial installation of equipment are satisfactorily addressed. -2- i In order to expedite this matter; you are requested to attend a meeting at the Southeastern Massachusetts Air Pollution Control District, Lakeville Hospital, Lakeville, Massachusetts on February 27, 1986 at 10:00 a.m. The purpose of the meeting will be to discuss the various issues concerning the application submittal, and what actions you intend to take to comply with the "Regulations." Should you have any questions please contact Michael Quink at the Regional office. Very truly yours, Vaughan M. Steeves, Chief Air Quality Control Section S/MQ/lm Enclosure cc: Anheuser Busch Compa.nies, .Inc. One Busch Place St. Louis, MO 63118 ATTN: Donald M. DeHart The Cape Cod Company Division of Eagle Snack Inc. Breeds Hill Road. Independence Industrial Park Hyannis, MA 02601. ATTN: Dean Wiggin Board of Health Town Hall Hyannis, MA 02.6.01" Water Pollution Control Section. Southeast Region ATTN: Philip S. Ripa i) i ,J Y )17 A� -- - r &Ve_Ca"_fei CAP- S. Russell Sylva Commissioner -Paul T. Anderson �e� , %G7�iciCCciuCSettil � 36 Region2i Environmental Engineer 9.47 &1 680=60.4 k,'. December 30, 1985 ;< it Anheuser Busch Ccmpanies RE: SMAPCD--BARNSTABLE--Section One ,Busch Place 7.02, Plan Review, Application St. Louis, Mssouri 63118 No. SM-85-161-IF The Cape Cod. Company AT'I'£h''ION Donald M.';DeHart; Gentlemen } This letter is to.acknowledge receipt of your communication dated December 16, 1985 relative to review of an application concerning the proposed installation of six new gas fired batch type potato chip fryers in addition to the existing twelve at the Cape Cod Company, Breed's. Hill Road, Hyannis, Massachusetts. a Your application has been assigned as number SM-85-161-IF. In the future, please refer to this application number on all letters and plans. Should you have any questions relative to this application, please contact Michael Quink at the Regional office. very truly yours, _ s For the Commissioner Vaughan M. Steeves, Chief Air Quality Control Section VMS%j t cc: Board of -Health Town Offices Hyannis, MA `02601 ;Fire Department mix _ ATTN: Program Implementation PF C.E.MOORE Environmental Consultants C. E. MOORE, INC. 407 W. LINCOLN HWY. EXTON, RA 19341 215-363-9500 6 December 1985 Mr. Mark Pare Supervising Sanitary Engineer Division of Water Pollution Control Massachusetts Department of Environmental Quality Engineering One Winter Street Boston, MA 02108 Re : Groundwater Discharge Permit No . 0-155 Cape Cod Potato Chips, Inc . Town of Barnstable , Barnstable County Dear Mr. Pare: The above referenced permit was issued in November 1984 for a groundwater discharge of 15 ,00,0 gallons per day. This application is being submitted for a permit to discharge a maximum of 253,000 gallons per day. - In accordance with your instructions . please find three (3) copies of a complete permit application which consists of the following documents : • Form 1 - General Information and Notification i Form GW-C - Groundwater Discharge Concept Engineering Report - Wastewater Treatment Facility Preliminary Background Geohydrologic Information Report I Preparation of detailed construction plans will be contingent upon your approval of the treatment concept described in the Concept Engineering Report . i s C.E.MOORE Massachusetts Department of Environmental Quality Engineering -2- 6 December 1985 If you should have any questions or require additional informa- tion, please do not hesitate to contact me. Veryf trul youps� Daniel R. Hudson, P. E. Process Engineer l DRH :kmw Enclosures cc : Town of B.arns.table Dept . of Public Works Town of Barnstable Board of Health Mr. P. Ripa , DEQE Southeast Regional Office Mr. W. Opdyke Mr. N. Norka.tis Mr. G. Martin Mr. J. Martin Mr . S . Bernard Mr. M. Ford a r 4} DATE ��' SUBJECT • SHEET NO. OF_ CHKD BY ,DATE /PIP 7� JOB NO. e3� < { is C RL TURAP & Cl AL ►NCY. MASS, :0U x�° OF : 6� ✓ UTHWICK y 8883 t do vs y } 4GCJ1/x%-f''j' /�'C� BY DATE SUBJE T SHEET NO OP CHKD: BY_: •DATE .. /� JOB NO. a OK: v , I ✓�. 8�✓.c3-1 S /f'7 7`/ C=r'-, 54t.s .K y ems_ i • i ; 1. / i ,. `. ' �,�.d �� /'YJ i`// ate/''" °�� '�"�d.��' !G. GY/_5 -OYI!7 GG G 5��� ! /"��� S r7 y✓ 44 el OF f i R. C. WUTH 888 O. 00 NAL LNG r � *e / �i a -VeAal� t of—AM;c OGea" JUL 91985 Bailus Walker, Jr., Ph.D., M.P.H. Commissioner Barnstable Coun:y,, , 16i1 cio t Telephone zmacca _OPliaarc, vG�rs1. 02/.Y0 (617) 727-2670 July 3, 1985 Cape Cod Potato Chip Co. Breed's Hill Rd. Hyannis, MA 02601 Dear Sir: " Records and information possessed by the Division of Food and Drugs of this Department indicate that Cape Cod Potato Chip Co. is operating without a current Massachusetts certificate of registration to engage , in food processing. M.G.L. c.94 s.305C provides in part: No person engaged in the business of processing food for sale shall prepare, manufacture, pack, can, bottle, keep, expose, store, handle or distribute food without having obtained a certificate of registration from the Department of Public Health. The same section .provides that a fine may be imposed upon anyone who violates any provision of the section. Please complete the enclosed application form and mail it, along with the . $100.00 registration fee, to the Division of Food and Drugs, 305 South Street, Jamaica Plain, -MA 02130. Please be advised that if the Division . does not receive your application and fee by July 15, 1985, we will have no recourse but to turn this matter over to our legal department. Sin rely., Nancy Ridley, S. Director NR/db cc: Board of Health enclosure t , 1 i r / 0*THEjO� c� = bAHaSTABL � rAsa � 1639-k\ ' anw�a ✓�{aeoavello 02601 CFO KpY (617) 775-1 120 Fri. 123 COMMISSIONERS: KEVIN O'NEIL. CHAIRMAN JOSEPH J. CAMPO, P. E. RU P[RINTEND ENT JOHN J. ROSARIO. VICE CHAIRMAN , THOMAS J. MULLEN PHILIP C. MCCARTIN H. TERRENCE SLACK September 18, 1985 Larry W Keith, Associate Director Environmental Engineering & Resources Anheuser-Busch Companies, Inc One Busch Place , St Louis, MO 63118-1852 Dear Mr Keith: On March 19, 1985, Mr Bernard of Cape Cod Potato Chips, Mr Bowler of Eagle Snacks and their attorney, Mr Ford, appeared before the DPW Commission for the purpose of extending the agreement with the Town for accepting treated wastewater from the Chips plant pending installation of an on-site treatment system. As a result of this meeting, the Commission agreed to extend the agreement until January 1, 1986 with the understanding that an additional extension would be granted. It was also agreed that Eagle Snacks would pursue the required approvals from DEQE and; with the exception of ordering equipment, all would be in readiness on January 1, 1986 for proceeding with the on-site wastewater treatment system. In this regard, the Commission has requested that they be given an update on the progress made to date. An early reply would be appreciated. Sincerely, J O, P. . S perinte e JJC/bw ISOLATION and QUARANTINE regulations July 1985 105 CMR: DEPARTMENT OF PUBLIC HEALTH 105 CMR 300.000, Regulations Governing Reportable Diseases and 105 CMR 305.000, Isolation and Quarantine Regulations are deleted and replaced with the. following: i MASSACHUSETTS DEPARTMENT OF PUBLIC HEALTH DIVISION OF COMMUNICABLE AND VENEREAL DISEASES ' III 105 CMR: DEPARTMENT OF PUBLIC HEALTH 105 CMR 300.000: REGULATIONS GOVERNING REPORTABLE DISEASES AND ISOLATION AND QUARANTINE REQUIREMENTS Section 300.001 PURPOSE 300.002 AUTHORITY 300.003 CITATION (300.004 through 300.019: Reserved) 300.020 DEFINITIONS (300.021 through 300.099: Reserved) 300.100: DISEASES REPORTABLE TO LOCAL BOARDS OF HEALTH (300.101 through 300.109: Reserved) 300.110 DISEASES FOUND ON DAIRIES AND DAIRY FARMS; LOCAL BOARD'S DUTY TO REPORT. TO THE:DEP,ARTM'ENT + (300.111 through 300.119: Reserved) I 300.120 ILLNESS BELIEVED TO BE DUE TO FOOD CONSUMPTION (300.121 through 300.129: Reserved) 300.130 DISEASES REPORTABLE BY LOCAL BOARDS OF HEALTH TO THE DEPARTMENT (300.131 through 300.139: Reserved) 300.140 DISEASES REPORTABLE'DIRECTLY'TO THE DEPARTMENT (300.141 through 300.199:'Reserved) 300.200 ISOLATION AND QUARANTINE REQUIREMENTS (300.301 through 300.999: Reserved) 300.001: Purpose The purpose of this chapter is to list those diseases declared dangerous by the Department of Public Health, and to establish reporting, isolation and quarantine requirements. This is intended for use by local boards of health, hospitals, physicians, educational and recreational program health officials, food industry officials, and the public. 2 - 300.002: Authority The chapter is adopted under authority of M.G.L.c-111, ss. 3 and 6. 300.003: Citation This chapter shall be known, and may be cited, as Regulations Governing Reportable Diseases and Isolation and Quarantine Requirements, 105 CMR 300.000. 300.020: DEFINITIONS Adult An adult is any person who has reached his or her eighteenth birthday. Carrier I A carrier is a person or animal that harbors a specific infectious agent f in the absence of discernible clinical disease, and serves as a potential source of infection for man. The carrier state may occur with infections that are inapparent, throughout their course (commonly known as asymptomatic carriers), or during the incubation period, convalescence, and .postconvales- cence of .an individual with a clinically,recognizable disease (commonly known as incubatory and convalescent carriers). Under either circumstance the carrier state may be short or long(temporary or chronic carriers). Contact A contact is a person or animal who has been in such association with an infected person or animal or with a contaminated environment as to have had opportunity to acquire the infection. When exposure is due to-any form of touching, people may be variously characterized as direct, immediate or intimate contacts. .Exposure may be indirect with no established physical touching, through living in the same household, being in the same room or through remote or close association at school, work or play. Such indirectly exposed persons are often denoted as either familial, school or work contacts, or as close, casual or remote contacts, in expression of varying degrees of risk of developing infection. 3 C:_ Date of Last Exposure This refers to that point in time when contact between a case and a susceptible person is broken. t Department This refers to the Massachusetts Department of Public Health. Epidemic An epidemic or outbreak is the occurrence in a community or region of cases of an illness clearly in excess of normal expectance. The number of .cases indicating an epidemic will vary according to the infectious agent, size and type of population exposed, previous experience or lack of exposure to the disease, and time and place of occurrence. Epidemicity is thus relative to usual frequency of the disease in the same area, among the specified population, at the same season of the year. A single case of a communicable disease long absent from a population (as measles in Massachusetts), or the first invasion by a disease not' previously recognized in that area, is to be considered as a potential epidemic meeting the requirements in respect to reporting of epidemics (see Reporting Requirements, 105 CMR 300.100 et se ). Food Food means any raw, cooked -or processed edible substance, ice, beverage or ingredient used or intended for use or for sale in-whole or in part for human consumption. Food handling facility A food handling facility means any fixed or mobile place, structure or vehicle, whether permanent, seasonal or temporary, in which food is prepared, processed, stored or held for sale, whether at retail or wholesale, or for service on the premises or elsewhere, or where food is served or 4 provided to the public with or without charge. This term does not include private homes where food is prepared or served for individual family consumption. Food handling facility employee A foodhandling facility employee is any person directly preparing or handling food. This could include the owner, individual having supervisory or management duties, person on the payroll, family member, volunteer, person performing work under contractual agreement, or any other person working in a food handling facility. Health Care Worker A health care worker is someone providing direct care to a patient or who works in a setting where such care is provided. Health Education Health education is the process by which individuals and groups learn to promote, maintain and/or restore health. To be effective, the methods and procedures used must take account of the ways in which people develop various forms of behavior, of the factors that lead them to maintain or to alter their acquired behavior, and of the ways in which people acquire and use knowledge. Therefore, education for health begins with people as they are, with whatever interests they may have in improving their living conditions, and aims at developing in them a sense of responsibility for health conditions that affect them as individuals, as members of families, and as communities. Communicable disease control commonly requires assessing existing habits, attitudes and knowledge of a disease in a population as they relate to spread and frequency of the disease. Specific means to remedy are then imple- mented. 5 Host A host is a man or other living animal that affords, under natural conditions, subsistence and/or lodging to an infectious agent. Some protozoa and helminths pass successive stages in alternate hosts of different species. Hosts in which the parasite attains maturity or passes its sexual stage are primary or definitive hosts; those in which the parasite is in an immature-or asexual state are secondary or intermediate hosts. q1 Immune Person I An immune person or animal is one who possesses specific protective antibodies or cellular immunity as a result of previous infection or immuniza- tion, or is so conditioned by such previous specific experience as to respond adequately with production of antibodies sufficient to protect from infection and/or illness following exposure to the specific infectious agent. Immunity is relative. An ordinarily effective protection may be overwhelmed by an i excessive dose of the infectious agent or an unusual portal of entry. Incidence Incidence is a general term used to characterize the frequency of new occurrences of a disease, infection, or other event over a period of time and in relation to the population in which it occurs. Incidence is expressed as a rate, commonly the number of new cases during a prescribed time in a unit of population. For example, one refers to the number of new cases of tuberculosis per 100,000 population per year. Intoxication A poisoning caused by toxins that contaminate food. These toxins may occur naturally, as in certain mushrooms or seafoods; they.may be chemical contaminants; or they may be metabolic products of infectious agents that are present in the food. 6 1 i I Isolation Isolation is the separation, for the period of communicability, of infected persons from others in such places and under such conditions as will prevent the direct or indirect transmission of the infectious agent to susceptible people or to those who may spread the agent to others. This applies also to animals(compare Quarantine). Patient or Sick Person A patient or sick person is one who is ill. Personal Hygiene Personal hygiene refers to those protective measures within the responsibility of the individual,by which health is promoted and/or the spread 1t of infections is limited. Such measures include: keeping the body clean by sufficiently frequent soap and water baths; washing hands in soap and water immediately after voiding bowels or bladder and always before eating; keeping hands and unclean articles, or articles that have been used for toilet purposes by others, away from the mouth, nose, eyes, ears, genitalia, and wounds; avoiding the use of common or unclean eating, drinking, or toilet articles of any kind,. such as cutlery and crockery, drinking cups, towels, handkerchiefs, combs,hairbrushes, and pipes; avoiding exposure to spray from the nose and mouth as in coughing, sneezing, laughing, or talking; washing hands thoroughly after handling the patient or his belongings. Prophylaxis Prophylaxis is the administration of a drug or biologic agent to prevent the development of an infection or limit the progression of an infection to clinically manifest disease. Quarantine (A) Complete quarantine is effected by restricting the freedom of move- ment of well persons or domestic animals who have been exposed to a communicable disease. This restriction shall be for a period of time equal to 7' F the longest usual incubation period of the disease, in order to prevent effective contact with those not so exposed(compare Isolation). (B) Modified quarantine is a selective, partial limitation of freedom of movement of persons or domestic animals. These measures are commonly based on known or presumed differences in susceptibility and related to the danger of disease transmission. It may be designed to meet particular situations. Examples are: excluding unimmunized children from school; exempting immune persons from provisions required of susceptible persons; excluding contacts from working as employees of food establishments; ;+ restricting military populations to the post or to quarters. (C) Personal surveillance is the practice of close medical or other super- vision of contacts without restricting their movements in order to promote t prompt recognition of infection or illness. Report of a Disease Report of a disease is an official notice to the appropriate authority of the occurrence of a specified disease in man or animals. Resistance , Resistance is the sum total of body mechanisms which interpose barriers to the progress of invasion or multiplication of infectious agents or to damage by their toxic products. (A) Immunity is that resistance usually associated with possessing anti- bodies or cells having a specific action on the etiologic agent of a particular infectious disease. Passive immunity is attained either naturally by maternal transfer or artificially by inoculating specific protective antibodies. Passive immunity is of brief duration. Active immunity is attained by infection, with or without symptoms, or by inoculating fractions or products of the infectious agent or the agent itself in a killed, modified or variant form. 8 (B) Natural Resistance is the ability to resist disease independently of antibodies or a specifically developed tissue response. 'It commonly rests in anatomic or physiologic characteristics of the host. It may be genetic or acquired,permanent or temporary. Risk The probability of an individual developing a given disease or experiencing a change in health status over a specified period,of time. Surveillance of Disease Disease surveillance, as distinct from surveillance of persons, is the practice of close supervision of all aspects of occurrence and spread of a disease which are pertinent to effective control. Included are the systematic collection and evaluation of: morbidity and mortality reports;special reports of field investigations, epidemics and individual cases; isolations and identi- fications of infectious agents in laboratories;data concerning the availability and use of vaccines, immune globulin, insecticides and other substances used in control; information regarding immunity levels in segments of the popula- tion, and of other relevant epidemiologic data. The procedure applies to all jurisdictional levels of public health,from local to international. Susceptible A susceptible is a person or animal not possessing resistance against a particular pathogenic agent. Such a person is liable to contract a disease if or when exposed to such agent. 9 I 300.100: Diseases Reportable to Local Boards of Health (A) The diseases listed below shall be reported by telephone or in writing immediately, but in no case exceeded by 24 hours, to the board of health in the community where the case is diagnosed. In addition, all epidemics of any disease, including those which do not appear in this list of report$ble diseases, shall be reported to the local board of health. The local board's responsibility, upon receipt of a report, is set forth in 105 CMR 300.110 and 300.130. 1. Amebiasis 2. Animal Bite 3. Anthrax 4. Babesiosis 5. Brucellosis(Undulant Fever) 6. Campylobacter Enteritis 7. Chickenpox(Varicella) 8. Cholera 9. Diphtheria 10. Encephalitis(specify type if known) 11. Epidemic Staphylococcal Infection of Newborn (onset within 30 days after birth). 12. Foodborne Intoxications: a. Botulism b. Mushrooms and other Poisonous Vegetable and Animal Products C. Mineral or Inorganic Poisons such as Arsenic, Lead, etc. d. Staphylococcal e. Paralytic shellfish poisoning f. Other 10 i k 'p 13. Giardiasis 14. Haemophilus influenzal systemic infection(without meningitis) 15. Hepatitis,Viral a. Type A b. Type B I C. Type Non-A-Non-B d. Undetermined I 16. Kawasaki Disease 17. Legionnaires'Disease(Legionell9sis) 18. Leprosy(Hansen's Disease) 19. Leptospirosis 20. Listeriosis 21. Lyme Disease i 22. Malaria j 23. Measles(Rubeola) i 24. Meningitis: a. bacterial b. viral C. other 25. Meningococcal Infection(without Meningitis) 26. Mumps 27. Pertussis(Whooping Cough) 28. Plague 29. Poliomyelitis 30. Psittacosis 31.. Rabies(Human or Animal) 32. Reye's Syndrome 11 33. Rickettsial Diseases: a. Rickettsialpox b. Typhus c. Rocky Mountain Spotted Fever d. Other 34. Rubella(German Measles) a. Congenital b. Non-congenital 35. Salmonellosis(including Typhoid and Paratyphoid Fevers) 36. Shigellosis(Bacillary Dysentery) 37. Tetanus 38. Toxic Shock Syndrome 39. Toxoplasmosis 40. Trichinosis 41. Tuberculosis 42. Tularemia 43. Yersiniosis 300.110: Diseases Found on Dairies & Dairy Farms; Local Board's Duty to Report to the Department If any person who has a disease presumably dangerous to the public health is employed by or resides on a dairy or dairy farm, the physician in attendance, the owner, or the manager of such shall immediately report the name and address of the case and the farm to the local board of health. It shall be the duty of the local board of health to report immediately the existence of the case to the Department, together with all facts as to the isolation Of such case, and to give the name of the cities and towns to which such products are delivered. 12 300.120: Illness Believed Due to Food Consumption Every physician, superintendent or other person in charge of any school, day care, hospital, institution, dispensary, laboratory, labor camp or other camp, who shall have knowledge of the occurrence of a number of cases of illness believed to have been due to the consumption of food, shall report the same immediately by telephone to the local board of health. 300.130: Diseases Reportable by Local Boards of Health to the Department Whenever there shall occur in any municipality an outbreak of suspected food poisoning or an unusual incidence of diarrheal and/or febrile illnesses, it shall be the duty of the local board of health to report immediately by telephone the existence of such an outbreak to the Department. 300.140: Diseases Reportable Directly to the Department (A) The following disease is reportable directly to the Depart- ment of Public Health: 1. Acquired Immune Deficiency Syndrome(AIDS) (B) The following sexually transmissible diseases and syndromes are reportable directly to the Department of Public Health on special forms provided upon request: 1. Chancroid 2. Chlamydial Infection (Genital) 3. Gonorrhea 4. Granuloma Inguinale 5. Herpes Neonatal(onset within 30 days after birth) 6. Lymphogranuloma Venereum r 7. Ophthalmia Neonatorum a. Gonococcal b. Other Agents 13 8. Pelvic Inflammatory Disease a. Gonococcal b. Other agents 9. Syphilis 300.200: Isolation and Quarantine Requirements Minimum requirements for the isolation and quarantine of diseases dangerous to the public health are set forth in the following table. r e 14 Section 300.200: Table of Isolation and Quarantine Requirements A. Diseases Reportable to Local Boards of Health Minimum Period of Minimum Period of Quarantine of Contacts Disease Isolation of Patient Adults Children 1. Amebiasis Until clinical recovery. Food No restrictions except for No restrictions unless a handling facility employees shall food handling facility food handling facility be excluded from their occupations employees, who shall be employee. Then, same until two successive stool examina- excluded from their occupa- as for adults. tions, taken at least 48 hours apart, tions until two successive are negative. If the case has been stool examinations taken at T- treated with an antimicrobial, least 48 hours apart beginning the stools shall not be submitted from the date of last exposure, until at least 48 hours after are negative. cessation of such therapy. 2. Animal Bite No restrictions. No restrictions. No restrictions. 3. Anthrax Until lesions are healed or free No restrictions. No restrictions. of anthrax bacilli. 4. Babesiosis No restrictions except for No restrictions. No restrictions. appropriate exclusion from blood donation. Botulism (See Food Intoxications) 5. Brucellosis No restrictions. No restrictions. No restrictions. (Undulant Fever) 6. Campylobaoler Enteritis Until.clinical recovery. Food No restrictions except for Noxestrictions unless a handling facility employees shall food handling facility food handling facility be excluded from their occupations, employees, who shall be employee. Then, same until two successive stool examina- a excluded from their occupa- as for adults. tions, taken at least 48 hours apart, tions until two successive are negative. If the case has been stool examinations taken at treated with an antimicrobial, least 48 hours apart beginning' the stools shall not be submitted from the date of last exposure, until at least 48 hours after are negative. cessation of such therapy. 7. Chickenpox Until lesions have dried and crusted. Health care workers shall be(Varice Personal surveillance. lla) excluded from their occupations from the loth through 21st days after exposure if they are susceptible. Otherwise, no restrictions. 8. Cholera Until two successive stool examina- No restrictions except for food No restrictions unless a tions taken at least 24 hours apart, handling facility employees, food handling facility beginning after clinical recovery, . who shall be excluded from employee. Then, same are negative. work until one negative stool, for adults taken at least five days after last exposure, is obtained. 9.: Diphtheria Until clinical recover Thereafter If Previously y , p y immunized, should Children who have been until two separate successive nose have a booster dose of Td and previously immunized should and throat cultures taken at least should produce two negative , have a booster dose of DTP/ 24 hours apart are negative. Where separate successive nose and DT/Td(depending on age) antibiotics have been used in therapy, throat cultures taken at least and should be cultured as release cultures may not be taken 24 hours apart. If not pre- in adult contacts. If not until 48 hours after discontinuing viously immunized or if - previously immunized or such therapy. If cultures are still immunization status is uncer- if immunization status is positive 14 days after onset of illness tain, the first dose of Td should uncertain, active immuni- but the organisms are avirulent the be administered. Such a person zation with DTP/DT/td isolation period may end. should be cultured,as above, (depending p ce on age)should before and after appropriate commence. Such a person antibiotic prophylaxis. Contacts should be,cultured as if who are foodhandling facility an adult,before and after employees shall be excluded antibiotic prophylaxis. if from their work until the two a foodhandling facility negative cultures as outlined employee;the same above are obtained. stipulations are true as if an adult. 10. Encephalitis No restrictions. No restrictions. No restrictions. (Specify type if known) 11. Epidemic Staphylococcal Until complete clinical recovery. No restrictions e trios personnel who shall No restrictions. Infection of the Newborn (Onset.within 30 days be excluded from the nursery after birth). if a culture from nose,throat,or skin lesion is positive for the same pathogen. 12. Food Intoxications a. Botulism No restrictions. No.restrictions. No restrictions. b. Mushrooms and other No restrictions. No restrictions. No restrictions. poisonous vegetable and animal products C. Mineral or inorganic No restrictions. No restrictions. No restrictions. r poisons as arsenic, lead,etc. d. Staphylococcal No restrictions. No restrictions. No restrictions. e. Paralytic shellfish No restrictions. No restrictions. No restrictions. poisoning f. Other No restrictions. No restrictions. No restrictions. 13. Giardiasis Until clinical recover. Food No restrictions except for food No restrictions unless , handling facility employees shall handling facility employees a food handling be excluded from their occupations who shall be excluded from their facility employee. until two successive stool examina- occupations until two successive Then,same as for tions taken at least 48 hours apart, stool examinations.taken at least adults. are negative. If the case has been 48 hours apart beginning from treated with an antimicrobial, the date of last exposure,are the stools shall not be negative. submitted until at least 48 hours after cessation of such therapy. 14. Haemophilus influenzal Until 24 hours after initiating- Personal surveillance and Personal surveillance Systemic Infection treatment. prophylaxis, where appropriate. and prophylaxis, (without meningitis) where appropriate. 15. Hepatitis, Viral a. Type A Until end of febrile period No restrictions except for No restrictions unless or one week after onset of food handling facility a food handling facility symptoms. employees, who shall be employee. 'Then, same excluded from their as for adults. occupations for 28 days unless they receive a prophylactic dose of immune globulin. b. Type B No restrictions except for Personal surveillance for Personal surveillance appropriate exclusion from high-risk contacts. for high-risk contacts. blood donation and appropriate modification of sexual activity 00 through health education. c. Type Non-A, Non-B No restrictions except for Personal surveillance for Personal surveillance for appropriate exclusion from blood high-risk contacts. high=risk contacts. donation and appropriate modifica- tion of sexual activity through health,education. d. Undetermined No,restrictions except for No restrictions. No restrictions. appropriate exclusion from blood donation. 16. Kawasaki Disease No restrictions. No restrictions. No restrictions. 17. Legionnaires'Disease No restrictions. No restrictions. No restrictions. (Legionellosis) 18. Leprosy(Hansen's Disease) No restrictions if under No restrictions. No restrictions. medical care. 19. Leptospirosis No restrictions. No restrictions. No restrictions. 20. Listeriosis No restrictions. No restrictions. No restrictions. 21. Lyme Disease No restrictions. No'restrictions. No restrictions. 21. Malaria No restrictions except for No restrictions. No restrictions. appropriate exclusion from blood donation. 23. Measles(Rubeola) Four days from appearance of rash. Health care workers will be No restrictions if excluded from their occupa- previously immunized tions,and students under 30 or has had physician- years of-age will be,excluded diagnosed disease. from classes,from the 5th Susceptibles must be through the 18th day after their cpletely quarantined exposure if they are susceptible. f om the 5th through Otherwise, no restrictions. the 18th day after their exposure. 24. Meningitis a. bacterial If infected with H.influenzae Personal surveillance and. Personal surveillance or N. meningitidis,until 24 hours prophylaxis, where appropriate, and prophylaxis, where after initiation of appropriate if case has H.influenzae or appropriate, if case therapy. Otherwise, no restrictions. N. meningitidis. Otherwise has H. influenzae or o� no restrictions. N. meningitidis. Other- wise, no restrictions. b. viral No restrictions. No restrictions. No restrictions. c. other. No restrictions. No restrictions. No restrcitions. 25. Meningococcal Infections Until 24 hours after initiating Personal surveillance and Personal surveillance (without meningitis) treatment. prophylaxis, where appropriate. and prophylaxis, where appropriate. 26. Mumps Nine days after the onset of swelling. No restrictions. No restrictions if previously immunized or has had physician- diagnosed disease. Susceptibles must be completely quaran- tined from the 12th through the 21st day after exposure. Otherwise, no restrictions. 27. Pertussis Three weeks from onset of spasmodic Antibiotic prophylaxis for 10 A booster dose of (Whooping Cough) cough,or 7 days after the initiation days since the date of last of DTP should be of appropriate antibiotic therapy. exposure. If contact cannot administered to be broken, treatment should children less than 7 last for the duration of the years of age unless case's cough or until the case that child already has received 7 days of received one dose treatment. within the past 6 months. Children should be placed on appropriate antibiotic prophylaxis for 10 days from the date of last exposure. 28. Plague Until recovery. For contacts of bubonic plague, Same as for adults. surveillance for six days from last exposure. For contacts of pneumonic plague, complete quarantine to premises for six days unless on prophylaxis and under daily medical supervision for six days. o 29. Poliomyelitis One week from onset of disease Administration of a polio virus Administration of.a N or duration of fever, whichever vaccine if the immune status is polio virus vaccine if is longer. unknown or ineomplet:. the immune status is unknown or incomplete. 30. Psittacosis Until clinical recovery. Personal surveillance. Personal surveillance. 31. Rabies For,duration of illness. Prophylaxis where appropriate. Prophylaxis where (Human and Animal) appropriate. 32. Reye's Syndrome No restrictions. No restrictions. No restrictions. 33. Rickettsial Diseases a. Rickettsialpox No restrictions. No restrictions. No restrictions. b. Typhus No restrictions after proper No restrictions after Same as for adults. delousing of patient, clothing delousing of person, clothing and home. and home. Otherwise, 14 days after last exposure. c. Rocky Mountain No restrictions. No restrictions. No restrictions. Spotted Fever d. Other No restrictions. No restrictions. No restrictions. 34. Rubella a. Congenital Isolation from susceptible person No restrictions except for No restrictions except for the first year of life or susceptibles. Then, same as for susceptibles. Then until a viral culture of below. same as below. nasopharyngeal secretions are negative. b. Non-congenital Five days after onset of rash. Health care workers will be No restrictions if excluded from their occupa- previously immunized. tions, and students under 30 Susceptibles must be years of age will be excluded quarantined from the from classes, from the 7th 7th through the 21st through 21st days after their days after their N exposure if they are suscepti- exposure. ble. Otherwise, no restrictions. 35. Salmonellosis (including Typhoid and Paratyphoid Fevers) a. All types except Typhoid and Paratyphoid: Until clinical recovery. Food No restrictions except for food No restrictions unless handling facility employees shall handling facility employees a food handling be excluded from their occupations who shall be excluded from their facility employee. until two successive stool examina- occupations until two successive Then, same as for tions taken at least 48 hours apart, stool examinations taken at least adults. are negative. If the case has been 48 hours apart beginning from treated with an antimicrobial, the date of last exposure, are the stools shall not be negative. submitted until at least 48 hours after cessation of such thersn- b. Typhoid and Paratyphoid: Until clinical recovery. Food No restrictions except for food No restrictions unless handling facility employees shall handling facility employees a food handling be excluded from their occupations who shall be excluded from their facility employee. until two successive stool examina- occupations until two successive Then, same as for tions taken.at least 48 hours apart, stool examinations taken at least adults. are negative. If the case has been 48 hours apart beginning from treated with an antimicrobial, the date of last exposure, are the stools shall not negative. be submitted until at least 48 hours after cessation of such therapy. Those who are not food handling facility employees shall be kept under surveillance until the two successive negative stool examinations as outlined above have been obtained. N 36. Shigellosis Until clinical recovery. Food No restrictions except for food No restrictions unless N (Bacillary Dysentery) handling facility employees shall handling facility employees, a food handling be excluded from their occupations who shall be excluded from their facility employee. until two successive stool examina- occupations until two successive Then, same as for tions taken at least 48 hours apart, stool examinations taken at least adults. are negative. If the case has been 48 hours apart beginning from treated with an antimicrobial, the date of last exposure, are the stools shall not negative. be submitted until at least 48 hours after cessation of such therapy. 37. Tetanus No restrictions. No restrictions. No restrictions. 38. Toxic Shock Syndrome No restrictions. No restrictions. No restrictions. 39. Toxoplasmosis No restrictions. No restrictions. No restrictions. 40. Trichinosis No restrictions. No restrictions. No restrictions. 41. Tuberculosis a) Pulmonary: Until either Tuberculin testing and Tuberculin testing and 1)bacteriologically negative (based preventive therapy where preventive therapy on 3 consecutive negative sputum appropriate. where appropriate. smears, submitted no less than 24 hours apart), or 2) 14 days after the initiation of appropriate effective chemotherapy,provided therapy is continued as prescribed. b. Extrapulmonary: No restrictions except for Tuberculin testing and Tuberculin testing and appropriate disposal of infected preventive therapy where prevention therapy body fluids. appropriate. where appropriate. CO N 42. Tularemia No restrictions. No restrictions. No restrictions. Typhoid Fever (See Salmonellosis) 43. Yersiniosis Until clinical recovery. Food No restrictions except for food No restrictions unless handling facility employees shall handling facility employees, a food handling be excluded from their occupations who shall be excluded from their facility employee. until two successive stool examina- occupations until two successive Then, same as for tions taken at least 48 hours apart, stool examinations taken at least adults. are negative. If the case has been 48 hours apart beginning from treated with an antimicrobial, the date of last exposure, are the stools shall not negative. be submitted until at least 48 hours after cessation of such therapy. B. Diseases Reportable Directly to the Department of Public Health Minimum Period of Minimum Period of Quarantine of Contacts Disease Isolation of Patient Adults Children The following disease is reportable directly to the Department of Public Health: 1. Acquired Immune No restrictions except for For sexual contacts, For sexual contact, Deficiency Syndrome appropriate exclusion from blood appropriate modification of follow guidelines for (AIDS) donation and appropriate modi- sexual activities through adult contacts. fication of sexual activities health education. Otherwise, Otherwise, contact through health education. contact health authorities health authorities for for latest information. latest information. v The following sexually transmissible diseases and syndromes are reportable directly to the Department of Public Health: N 1. Chancroid Appropriate modification of For sexual contacts, appropriate No restrictions unle: sexual activities through modification of sexual activities a sexual contact. If so, health education until treatment until the treatment regimen same as adult contact. with appropriate medication is is completed. completed. 2. Chlamydial Infections (Genital) Appropriate modification of For sexual contacts, appropriate No restrictions unless sexual activities through modification of sexual activities a sexual contact. If so, health education until treatment until the treatment regimen same as adult contact. with appropriate medication is is completed. completed. 3. Gonorrhea Appropriate modification of For sexual contacts, appropriate No restrictions unless sexual activity through health modification of sexual activities a sexual contact. If so, education. until the treatment regimen same as adult contact. is completed. 4. Granuloma Inguinale Appropriate modification of For sexual contacts, appropriate No restrictions unless sexual activities through modification of sexual activities a sexual contact. If so, health education until treatment until the treatment regimen same as adult contact. with appropriate medication is is completed. completed. 5. Herpes, Neonatal Until clinical recovery. No restrictions. No restrictions. (Onset within 30 days after birth) 6. Lymphogranuloma Appropriate modification of For sexual contacts, appropriate No restrictions unless Venereum sexual activities through modification of sexual activities a sexual contact. If so, health education until treatment until the treatment regimen same as adult contact. with appropriate medication is is completed. `n N completed. 7. Ophthalmia Neonatorum a. Gonococcal For first 24 hours after No restrictions, except for No restrictions, except for administration of antibiotic. appropriate modification of appropriate modification sexual activities of the mother of sexual activities of and her sexual contact until the mother.and her the treatment regimen is sexual contact until the completed. treatment regimen is completed. b. Other Agents For first 24 hours after No restrictions, except for No restrictions, except for administration of antibiotic. sexual activities of the mother of sexual activities of and her sexual contact until the mother and her the treatment regimen is sexual contact until the completed. treatment regimen is completed. 8. Pelvic Inflammatory Disease a. Gonococcal Appropriate modification of For sexual contacts, appropriate No restrictions unless sexual activities through health modification of sexual activities a sexual contact. If education until treatment with until the treatment regimen is so, same as adult contact. appropriate medication is completed. completed. b. Other agents Appropriate modification of For sexual contact, appropriate No restrictions unless N sexual activities through health modification of sexual activities a sexual contact. If education until treatment with until treatment regimen is so, same as adult contact. appropriate medication is completed. completed. 9. Syphilis Appropriate modification of For sexual contacts, appropriate No restrictions unless sexual activities through modification of sexual activities a sexual contact. If so, health education until treatment until the treatment regimen same as adult contact. with appropriate medication is is completed. completed. REGULATORY AUTHORITY -105 CMR 300.000: MGL,c.1,11, ss 3 and 6. (105 CMR.301.000.through 304.009;RESERVED) 1 CAPE COD POTATO CHIPS WASTEWATE DAT FOR MONTH OF No�L PRIMARY CLARIFIER EFFLUENT r Date pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 ) (m /1 ) (OF) (m /1 ) (m /1 ) (m /1 ) (m /1 ) (m �1 ) (mg�l ) (m /1 ) (m /1 ) H ,-2/1155 s. a FINAL EFFLUENT Date pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 ) (m /1 ) (OF) (m /1 ) (m /1 ) (m /1 ) (m /1 ) (m h (m 1 ) (m /1 ) (m /1 ��/s� �.� 3,T3 7( a2S.. 1,4. 3 :.o�s � AERATION TANK MIXED LIQUOR . Date MLSS MLVSS TKN NH NO (m /1 ) (m /1 ) (m /1 (m h ) 16 63ci I►/IJX5- YID TT0 s�3 � , . �®���■�s�■ ■ems � 1.1 CAPE COD PC... ..ib CHIPS WASTEWATER DATA FOR MONTH OF OL'�40 % �S PRIMARY CLARIFIER EFFLUENT Date . pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 (m /1 (°F) (m /1 (m /1 (m /1 (m /1 ) (m �1 ) (m /1 ) (m /1 ) !6 fr f G.6 go /G/c goy S9 �L. .v5 71 C23 7 110 3- os 6� 3 ' Sao o 4> g FINAL EFFLUENT Date pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 ) (mg/1 ) (°F) (m /1 ) (mg/1 (m /1 ) (m /1 ) (m M (m /1 ) (m /1 /'�V G3 es:a i0 8 S O ig►G 3d.ti/ z/.o �o •,r fs Je r /d 3 03. 4 I v � `- � � �to `1U• � 5�..o. .U � � may. �. AERATION TANK MIXED LIQUOR Date MLSS• MLVSS. TKN NH NO m /1 ) (m /1 ) (m /1 ) m rf jo o 3qo 7 Ic G•¢ i Production MOMITIO AIM" s'O ������■�■������®ems® ; ; CAPE COD POTATO CHIPS WASTEWAT DATA �.� FOR MONTH OF UlMAQY CLARIFIER EFFLUENT Date pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 (m /1 ) (OF) (m /1 ) (m /1 ) (m /1 ) (m �1 ) (m �1 ) (m /1 ) (m /1 ) ;may F-2- 5D...2- 0 s �.2 193' l 1Y /yo S 1 .29,1s 4• 'os' G 9 21/ fr' LJr<N 131.4 .2113 4 Y qo .D FINAL EFFLUENT Date pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 ) (mg/1 ) °F (m /1 ) (m /1 ) (m /1 ) (m /1 ) (m h ) (m 1 ) (m /1 ) (m /1 V-3-4 rZY. 0 1711 al d :r -,5715� .2 - 0 cjj12jS-'5y S'rJ /G G;/ 3�- 343,s' y,Al 9 k> Z iF F5 d, /r! /�c 2ij 9.s' �,3 39, 7 S./ AERATION TANK MIXED LIQUOR Date MLSS MLVSS TKN NH NO (m /1 ) (m /1 ) (m /1 ) (m �1 ) (m N le q1-/9 /-// D .2 9 4�0 3FO 7� q i Z 3 g 80 3 FL - off, f 7O �2 F 8 G, 1• 1 1 Ew wx EMEM WAWA wil•ffla • �®®���� ems® .. ���� i ' CAPE COD P( � "0 CHIPS WASTEWA. ER DATA FOR MONTH OF PRIMARY CLARIFIER EFFLUENT Date pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 ) .(mg/1 ) (°F) (m /1 ) (m /1 ) (m /1 ) (m /1 ) (m 7�1 ) (mg�l ) (m /1 ) (m /1 ) 74 6 0 17 .v- ---TDb 33.- S . p FINAL EFFLUENT Date.- r pH DO Temp. BOD COD TSS TKN NH NO O+G Na (m /1 ) (m /1 ) (°F) (m /1 ) (m /1 ) (mg/1 ) , (m /1 (m h ) (m h ) (m /1 (m /1 8 - if 717 ia. 0 6•2 13- 3 7 a- 171 7 3 5 r /l / t , L-i -<'Ir 0 5L 11-210 10)14 Z 7- � -O . O l, h . .o AERATION TANK MIXED LIQUOR Date MLSS MLVSS TKN NH NO (m /1 ). (m /1 ) (m /1 ) (m ?1 ) 0 ,3& 1 I� 3 o '00 ? I - zz- q q ,2o 3 E( o P�Zy S8! 0 a-C 39 ENVIROTECH LABORATORIES' 66 Lewis Bay Road,* Hyannis• Massachusetts 02601 • (617) 771-7265 11/6/85 C.E. MOORE, INC. . 407 W. LINCOLN HIGHWAY EXTON,. .PA 19341 ATT: MR DAN HUDSON SAMPLE: ' ,WASTEWATER (10/29/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 10260 960 -- 132 COD " 130210 39347 - 610 SUSPENDED SOLIDS " 89753 720 79380 90.5 VOLATILE SOLIDS " - -- 59540 -- TKN " 277 88 586 52 AMMONIA-N " 7.2 33.0 -- 51.0 NITRATE-N " 2.7 � .05 -- . 4.05 OIL & GREASE " 49 28 - 9.8 SODIUM " -_ __ __ 74.7 SAMPLE: .SLUDGE HOLDING TANK (10/29/85) BOD wt/L 69460 SUSPENED SOLIDS " 449650 VOLATILE SOLIDS " 31,160 TKN " 19020 OIL & GREASE " 862 Ronald J. Sari ENVIROTECH LABORATORIES 66 Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265. 11/6/85 C.E. MOORE,INC. 407 W. LINCOLN HIGHWAY EXTON,PA 19341 ATT: MR DAN HUDSON SAMPLE: WASTEWATER (10/22/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT DOD ■=/L -19190 980 - ill COD " 110570 39582 -- 499 SUSPENDED SOLIDS " 8,038 600 8490 174 VOLATILE SOLIDS " - -- 69115 •- TKN " 257 82 672 41 AMMONIA-N " - 7.0 23.5 -- 16.5 NITRATE-N ". 5.4 0.9 -- .07 OLI & GREASE " 84 31 6.5 SODIUM " -- - -- 97.6 SAMPLE: SLUDGE HOLDING TANK (10/22/85) DOD ■=/L 39920 SUSPENDED SOLIDS 359580 VOLATILE SOLIDS " 239520 . TKN " 850 OIL & GREASE " 653 Wit" Ronald J. Saari a .; ENVIROTECH LABORATORIES 66.Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265 11/6/85 C. E. MOORE,INC 407 W. LINCOLN HIGHWAY EXTON,PA 19341 ATT: MR DAN HUDSON SAMPLE:. WASTEWATER (10/15/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD ■g/L i,230 850 -- 99 COD " 129260 2,523 -- 365 SUSPENDED SOLIDS " 71184 827 8550 102 VOLATILE SOLIDS " -- -- 6,340 -- TKN ". 165 110 492 48 AMMONIA-N " 11.8 56 - 38 NITRATE-N " 3.1 L..05 -- .05 OIL & GREASE 68 26 -- 7.7 SODIUM " -- -- --3. 103.4 SAMPLE: SLUDGE HOLDING TANK (10/15/85) . BOD ag/L 4,510 SUSPENDED SOLIDS " 259680 VOLATILE SOLIDS " 169600 TKN 623 OIL & GREASE " 592 Roaald J. arid ENVIROTECH LABORATORIES 66 Lewis Bay Road • Hyannis• Massachusetts 02601 • (617) 771-7265 11/6/85 C.E. MOORE,INC 401 W. LINCOLN HIGHWAY EXTON,PA 19341 ATT:MR DAN HUDS.ON SAMPLE: WASTEWATZR(10/08/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD ■B/L 870 805 -- 60 COD " 3,741 19610 - 196 SUSPENDED SOLIDS " 30600 204 5,830 30.4 TKN " 98 59 390 21 AMMONIA-N " 11.3 24.9 -- 14.0 NITRATE-N 1.44 4 .05 -- < .05 OIL & GREASE " 49 29 -- 4.6 SODIUM " -- -- -- 79.2 SAMPLE: SLUDGE HOLDING TANK (1W08/85) BOD ■=/L 70800 SUSPENDED SOLIDS " 78,660 VOLATILE SOLIDS " 489920 TKN 685 OIL & GREASE " 610 Ronald J. Sal ENVIROTECH LABORATORIES 66 Lewis Bay Road•.Hyannis• Massachusetts 02601 • (617) 771-7265 11/6/85 C.E. MOORE INC. 407 W. LINCOLN HIGHWAY EXTON,PA 19341 . ATT: MR DAN HUDSON SAMPLE: WASTEWATER(10/01/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR -EFFLUENT ROD. me/L 1,240 926 -- 55 COD 7,913 2,707 - 170 SUSPENDED SOLIDS " 70790 508 59040 63 VOLATILE SOLIDS " -- -- 3,810 -- TKN " 173 88 332 15.2 AMMONIA-N " 9.7 46.1 -- 8.9 NITRATE-N " 0.6 .05 -- 3.1 OIL & GREASE " 56 27 -- 6.4 SODIUM " -- _- -- 114.1 y Roaald J. aari ENVIROTECH LABORATORIES 66 Lewis'Bay Road • Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth • Massachusetts 02540• (617) 548-7733 10/1/85 C.E. MOORE 407 W. L'INCOLN HIGHWAY EXTON,PA 19341 ATT: MR DAN HUDSON SAMPLE: WASTEWATER(9/24/85) LOCATION: .CAPE COD COMPANY HYANNIS, MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT a BOD mg/L 19008 864 -- 13.0 COD 4,020 1,362 -- 89.0 SUSPENDED SOLIDS 4,960 223 5,400 36.0 VOLATILE SOLIDS -- -- 4,080 -- TKN " 206 68.0 372 7.4 AMMONIA-N " 13.4 41.5 -- 3.74 NITRATE-N " . 2.1 < .05 -- 9.45 OIL & GREASE 58. 0 23. 0 -- 4.2 SODIUM - -- -_ 106.9 SAMPLE: SLUDGE HOLDING TANK (9/24/85) BOD mg/L 1U,200 SUSPENDED SOLIDS " 54,350, VOLATILE SOLIDS 36, /50 TKN 784 ` i ENVIROTECH LABORATORIES 66 Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265 . 314A Gifford Street•.Falmouth • Massachusetts 02540• (617) 548-7733 10/1/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTON,PA 19341 ' ATT: MR. DAN HUDSON SAMPLE: WASTEWATER(9/18/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 19190 . 795 -- 19.0. COD 79403 1,514 -- 110 SUSPENDED SOLIDS 49190 140 39970 24.0 VOLATILE SOLIDS -- 20870 -- TKN " - 248 37.0 288 9.5 AMMONIA-N 10.5 29.2 - 1.35 NITRATE-N " 2.63 4 .05 - 39.7 OIL & GREASE " 55.0 26.0 -- 5.1 SODIUM -- -- -- 98.5 SAMPLE: SLUDGE HOLDING TANK (9/18/85) BOD mg/L 14,400 SUSPENDED SOLIDS " 98,340 VOLATILE SOLIDS 59320 TKN 773 ENVIR®TECH LABORATORIES, 66 Lewis Bay Road• Hyannis•.Massachusetts 02601 * (617) 771-7265 314A Gifford Street• Falmouth • Massachusetts 02540• (617) 548-7733 r 10/i/85 C.E. MOORE 407 W.LINCOLN HIGHWAY. EXTON,PA 19341 . ATT: MR. DAN HUDSON SAMPLE:WASTEWATER(9/12/85) LOCATION: CAPE COD COMPANY HYANNIS, MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L' 19020 720 -- 12.0 COD 5,822 19361 -- 57.0 SUSPENDED SOLIDS 7,580 160 50233 16.0 . VOLATILE SOLIDS 30980 -- TKN 182 95.0 386 6.1 AMMONIA-N �� 1y.3 53.9 -- 3.24 NITRATE-N 3.0 . <.05 30.5 OLI & GREASE " 47.10 22.0 __ 4.4 SODIUM 96.2 . a, a: > t ENVIROTECH LA40RATORIES 66 Lewis Bay Road • Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth• Massachusetts 02540• (617) 548-7733 10/1/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTON,PA 19341 ATT: MR. DAN HUDSON SAMPLE: WASTEWATER (9/5/85) LOCATION: CAPE COD COMPANY HYANNIS, MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 1,140 690 -- 17.0 COD " 6.747 10305 -- 74.0 SUSPENDED .SOLIDS " 89400 184 4,110 9.0 . VOLATILE SOLIDS " -- - 2,960 - TKN 275 82.0 380 5.8 . AMMONIA-N 25.6 50.2 -- 5.15 NITRATE-N '� 0.6 <.05 -- 2.0 OIL & GREASE " 53.0 20.0 -- 4.8 SODIUM " -- - -• 55.4 EH HOLDING 6 SAMPLE WASTEWATER- SLUDG OL I G TANK 9 T ( / /85 SUSPENDED SOLIDS ". 49160 VOLATILE SOLIDS " 2,670 TKN " 186 ENVIROTEC ILABORATORIES 66 Lewis Bay Road • Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth• Massachusetts 02540• (617) 548-7733 10/1/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTON, FA 19341 ATT: MR DAN HUDSON SAMPLE: WASTEWATER. (8/29/85) LOCATION: CAPE COD ,COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 880 780 -- 21.0 COD " 3,350 Z0069 -- 119 SUSPENDED SOLIDS " 1,185 468 59890 21.0 VOLATILE SOLIDS -- - 4,420 -- TKN " 155 92.0 395 14.0 AMMONIA-N " 15.0 , 19.0 -- 1.6 NITRATE-N " . 0.3 .07 -- 9.0 OIL & GREASE " 36.0 28.0 -- 7.6 SODIUM �� __ - 68.6 ENVIROTECH LABORATORIES 66 Lewis Bay Road It Hyannis to Massachusetts 02601 • (617) 771-7265 314A Gifford Street e Falmouth• Massachusetts 02540• (617) 548-7733 9/3/85 C.E. MOORS 407 W. LINCOLN HIGHWAY EXTON$ PA 19341 ATT: MR DAN HUDSON SAMPLE: WASTEWATER (8/15/85) ,LOCATION: CAPE .COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LI UOR .. EFFLUENT BOD egg/L 920, 760 COD �� = 29430 19422 - 51.0 SUSPENDED SOLIDS . " 1,250 300 4780 42_.0 VOLATILE SOLIDS -- -- 3,650 - TKN " . 97.0 59.0 352 703 AMMONIA-N ". 18.5 33.4 -- 3.1 NITRATE-N " 110 4 0,05 -- <0.05 OIL & GREASE " . 32.0 18.0 70 SODIUM „ -- -- 110.6 • r. I ENVIROT'ECH LABORATORIES 66 Lewis Bay Road*.Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street*-Falmouth • Massachusetts 02540• (617) 548-7733 9/3/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTONvPA 19341 ATT: MR DAN HUDSON SAMPLE: WASTEWATER (8/9/85) LOCATION: CAPE COD COMPANY HYANNIS,MA ` RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 19190 620 _7 45.0 COD " 3,858 1,183 -- 100 SUSPENDED SOLIDS " 4$470 185 39460 35.0 VOLATILE SOLIDS " -- 29800 -- TKN 193 76.0 27.7 16.0 AMMONIA-N 17.6 39.8 - 9.8 NITRATE-N " 2.3 <0.65 - 0.14 OIL & GREASE 32.0 18.0 -- 7.8 SODIUM 58.1 4 d ENVIROT'ECI� LAFJORATORIES 66 Lewis Bay Road • Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth • Massachusetts 02540 • (617) 548-7733 9/3/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTON, PA 19341 ATT: MR. DAN HUDSON SAMPLE: WASTEWATER (8/1/85) LOCATION: CAPE COD COMPANY, HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED .FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD Mg/L . 29920 850 -- 18.0 COD 119514 1,545 -- 77.0 SUSPENDED SOLIDS " 289179 313 49560 12.0 VOLATILE SOLIDS " -- -- 3,520 -- TKN 403 114 364 6.2 AMMONIA-N " 46.9 53.3 - 3.3 NITRATE-N " 0.7 < 0.05 -- 7.2 OIL & GREASE " 68.0 22.0 -- 7.6 SODIUM " -- •- •- . 75.6 F ENVIROTECH LABORATORIES 66 Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street! Falmouth• Massachusetts 02540•. (617) 548-7733 8/6/85 C.E. MOORS 407 W. LINCOLN HIGHWAY EXTON, PA 19341 ATT: MR. DAN HUDSON SAMPLE: WASTEWATER (7/25/85) LOCATION: CAPE COD COMPANY, HYANNIS, MA RESULTS OF ANALYSIS RAW PRIMARY M' XED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L - . 910 -- 66.0 COD " 19834 -- 233 SUSPENDED SOLIDS " -- 226 39640 52.0 . VOLATILE SOLIDS - - 29840 -- TKN " -- 126 202 28.0 AMMONIA-N " - 53.8 -- 19.4 NITRATE-N -- 0.05 -- 0.18 OIL & GREASE " -- 26.0 - 9.9 SODIUM " -- -- - 60.3 ENVIROTECH LABORATORIES 66 Lewis Bay Road • Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth • Massachusetts 02540• (617) 548-7733 1!1/1/85 . C.E. MOORE 40/ W. LINCOLN HIGHWAY EXTON,PA 19341 ATT: MR. DAN HUDSON SAMPLE: WASTEWATER (8/22/85) LOCATION: CAPE COD COMPANY HYANNIS,MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 1,16U 865 111 COD 3,698 2,U64 -- 375 SUSPtNDED SOLIDS " 29380 46U 4,970 104 VOLATILE SOLIDS " -- -- 39880 - TKN " 210 98 404 38.0 AMMONIA-N " 31.6 51.1 -- 27.0 NITRATE-N 1.0 <0.05 -- 4,05 OLL & GREASE 40.0 25.0 - 12.0 SODIUM -- -- 107.9 i ENVIROTECH LABORATORIES.. 66 Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth• Massachusetts 02540• (617) 548-7733 / . 8/6/85 C.E. MOORE 407 W ' LINCOLN HIGHWAY EXTON, PA 19341 ' ATT: MR. DAN HUDSON. SAMPLE: WASTEWATER 7/1"J/85 LOCATION: CAPE COD COMPANY , HYANNIS, MA RESULTS OF ANALYSIS . RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 19800 870 -- 78.0 COD " 8,536 2,101 -- 226 SUSPENDED SOLIDS " . 69320 283 49800 28.0 VOLATILE SOLIDS " -- - 3,820 -- TKN " 187. 105 563 12.0 AMMONIA-N " 19.0 43.2 -- 3.0 NITRATE-N 2.3 4 0.5 6.6 OIL A GREASE " 44.0. 19.0 . -- 7.2 59.2 SODIUM �� -- -- -- ENVIROTECH LABORATORIES 66 Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265 314A Gifford Street• Falmouth• Massachusetts 02540• (617) 548-7733 8/6/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTON,PA 19341 ATT: MR. DAN HUDSON, SAMPLE: WASTEWATER(7/11/8)) ' LOCATION: CAPE COD COMPANY, HYANNIS, MA RESULTS OF ANALYSIS . RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 19500 10020 -- 93.0 COD " 59935 19578 -- 253 SUSPENDED SOLIDS " � . 49813 174 49720 86.0 VOLATILE SOLIDS -- -- 39710 - TKN 110 96.0 364 15.7 AMMONIA-N 20.4 57.5 - 5.0 . NITRATE-N 0.6 0.14 -- 7.5 OIL & GREASE " . 38.0 21.0 9.6 SODIUM " -- -- -- 59.3 ENVIROTECH LABORATORIES 66 Lewis Bay Road• Hyannis• Massachusetts 02601 • (617) 771-7265 • 314A Gifford Street• Falmouth • Massachusetts 02540• (617) 548-7733 . 7/•11/85 C.E. MOORE 407 W. LINCOLN HIGHWAY EXTON,,PA19341 ATT: MR DEAN HUDSON ' . SAMPLE: WASTEWATER (7/3/85) LOCATION: CAPE COD COMPANY, HYANNIS, MA RESULTS OF ANALYSIS RAW PRIMARY MIXED FINAL WASTE CLARIFIER LIQUOR EFFLUENT BOD mg/L 1,820 1,380 - 90.0 d �� --86 3 786 204 COD 5,3 , SUSPENDED SOLIDS 29467 1,300 5,460 113 � VOLATILE SOLIDS " -- -- 4,380 -- TKN 153 93.0 423 13.0 14 AMMONIA-N " 13.5 35.4 - 3.7. NITRATE-N 6.3 ( .05 -- 11.2 OIL & GREASE " 91.0 63.0 -- 16.0 SODIUM �� __ __ -- �66.4 0 CAPE COD D P II OTATO CHIPS RAW WASTEWATER DATA FOR MONTH OF oL�M l Date Production Flow pH DO Temp. BOD COD TSS TKN NH NO 0+G . (lbs) .( d) (m /1 ) (OF) 1 (mg/1 ) (m /1 ) (m /1 ) (m /1 ) (mg/1 ) UO, 1 110 0?5- 3 / 'S 5 0,33 I- 6 Oa 7 / r 50. a �o 8 �13 70 �o r 9 /D 3 0 -- 10 11 12 �..—U 13 /9 Is' 190 14 3/ U g. 15 .2/S Wo 0c. 16 / 17 — 18 .2- Fro 19 �a 20 21 22 23 24 25 26 27 28 29 30 31 Total No. Avg. SC Cape Cod Survey Consultants 1 - p y (6 7) 775 7155 P.O. Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 January 16, 1985 Barnstable Board of Health Town Hall Hyannis, MA 02601 RE: Subsurface Leaching Facility for Wastewater Treatment Plant, Cape Cod Potatoe Chip Co. , Independence Drive, Hyannis, Mass. Members of the Board: This letter is to inform you that the subsurface leaching . facility for the wastewater. treatment plant at the new Cape Cod Potatoe Chip plant has been constructed in substantial compliance with the following plan: Cape Cod Potatoe Chips Inc. , Wastewater Treatment Facility, Site Plan by C.E. :Moore, Environmental Consultants; dated September 19, 1984 . Enclosed please find a copy of the plan for the leaching facility with the "as-built" inverts for the distribution pipe in the leaching trenches and ties from the building to the distri- bution boxes. If there are any questions br comments, please do not hesitate to contact me. Very truly .yours, CAPE COD SURVEY CONSULTANTS S e en A. Wilson, P.E. cc: R. Carter, H.W. Moore Assoc . D. Hudson C.E. Moore S. Bernard, Cape Cod Potatoe Chips . A division of Boston Survey Consultants, Inc. Branch offices throughout Southeastern,New England Planning Surveying Design Engineering f. r r �Tlk -Co ,zgot t PAUL T. ANDERSON �� Regional Environmental Engineer �� 02345 S47- 23), &,vt 00-0 ,r November 14, 1984 C.E. Moore, Inc. RE: BARNSTABLE—Subsurface Disposal of Environmental Consultants Industrial Waste, Cape Cod Potato , 407 West Lincoln. Highway Chips, Inc., Independence Drive Exton, Pennsylvania 19341 ATI'E1 0N: Daniel R. Hudson, P.E. Gentlemen: The Department of Environmental Quality Engineering, in response to your request, has had one of its engineers examine the soil at the above referenced site, review the- specifications and a set of plans in three (3) sheets, the first of which is titled: " CAPE COD POTATO CHIP CO. NEW FACILITY HYANNIS, MA SITE PLAN DATE 28 MAR 1984 SCALE 1"=20'0" DRAWY BY P01C PISANI & ASSOCIATES ARCHITECTS 150 LINCOLN STREET BOSTON, NIASSACHUSETI'S 02111 PROJECT NO. 83 082 DRAWING NO. L-3 " The plans propose to dispose of 15,000 gallons per day of treated industrial �•�ste from the referenced project by means of one primary distribution box and three seconr :_y distribution boxes which distribute the flow equally to ten (10)_ leaching trenches. The Department of Environmental. Quality Engineering hereby approves the plans with the following provisions: 1. The plans show the spacing of the leaching trenches from distribution boxes three (3) and four (4), to be seven feet six i .ches (_V 6").. The " r_ distance must be increased to eight feet six inches (8'6") by increasing the spacing in an easterly direction. 2. The Department is to be notified as to the date that construction of +I.he subsurface industrial disposal system will begin and reserves the right to inspect the facility at any time during construe-son. i AV -2- 3. r1he construction shall be in strict accordance with the approved plans and Title 5 of the State Environmental Code and no further changes will be made in the approved plans without the prior written approval of this Department. 4. A Disposal Works Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 5. Written certification that the disposal facility has been constructed in accordance with the approved plans and Title 5 of The State Environmental Code must be submitted to the Barnstable Board of Health with a copy to this office prior to the system being backfilled. Nothing in this provision is itended to interfere with. the right of the Board of Health to inspect the disposal facility at any time during construction. Enclosed herewith are stamped approved copies of the plans, a copy of which must be kept on the site and be used for construction purposes. If you have any questions concerning this letter, please contact Mr. Frank Mezzacappa or myself at the above number. Very truly yours, For the Commissioner f v Ri6bert.P. Fagan Deputy Regional Environmental Engineer F/FWre Enclosure cc: Barnstable.Board of .Health Town Hall Hyannis, MA 02601 ATT: John M. Kelly, Director Cape Cod Potato Chips, Inc. 104 Enterprise Road Hyannis, MA 02601 ATT: Stephen Bernard Mark Pare - 7th. Floor Peter Dore -- 7th Floor Industrial Section i t Q - '�1 ,`y'h �.�CaII.�!/UP V �7f?l1/IrO9[�1)f.O9tlCLG i �E�lQ/X�/Ift97l� 4� ��fiU(iXO4t//ht�97tC�G a1�G!lZU(/1L (/J !/!te 4 o/ wla&x �a��cGox t a�eCxo� ANTHONY D. CORTESE, Sc. D. � BO6 02'08 Commissioner ne fj November 5, 1984 Mr. Stephen Bernard, President Re: Ground Water Discharge Cape Cod Potato Chips Permit No. 0-155 104 Enterprise Road Hyannis, MA 02601 Dear Mr. Bernard: In resonse to your application for a permit to discharge into the ground a treated effluent from a wastewater treatment facility located at Cape Cod Potato Chips , Inc. , Independence Road, Hyannis , MA 02601, and after due public notice, I hereby issue the attached final permit. No comments objecting to the issuance- or terms of the permit were received by the Division of Water Pollution Control during the public comment period. Therefore, in accordance with 314 CMR 2.08, the permit becomes effective upon issuance. Panties aggrieved by the issuance of this permit are hereby advised of their right to request an Adjudicatory Hearing under the provisions of Chapter 30A of the Massachusetts General Laws and 314 CMR 1.00, Rules for the Conduct of Adjudicatory Proceedings. Unless the person requesting the adjudicatory hearing requests and is granted a stay of the terms and conditions of the permit, the permit shall remain fully effective. Very truly yours , Thomas C. McMahon Director TCM/MKP/bd cc: DEQE, Southeast Regional Office Board of Health, Town Hall , Hyannis , MA 02601 Daniel R. Hudson, P.E. , C.E. Moore, Inc. , 407 W.� Lincoln Highway, Exton, Pennsylvania 19341 f DISCHARGE PERMIT Name and Address of Applicant: Cape Cod Potato Chips, Inc. 104 Enterprise Road, Hyannis, MA 02601 Application No. : 0-155 Date of Application: 5/24/84 Permit No. : 0-155 Date of Issuance: November 7., 1984 Date of Expiration: November 7 , 1989 AUTHORITY FOR ISSUANCE Pursuant to authority granted by Chapter 21, 'Sections .26-53 of the Massachusetts General Laws, as amended, the following permit is hereby issued to: Cape Cod Potato Chips , Inc. , Hyannis, Massachusetts (hereinafter called the "permittee"), authorizing discharges from the wastewater treatment plant at the Cape Cod Potato Chip facility on Independence Drive, Hyannis such authorization being expressly conditional on compliance by the permit- tee with all terms and conditions of the permit hereinafter set forth. This permit shall become effective on the date of the Director's signature and shall expire on 11/7/89 Thomas C. McMa on, Direc or �— Date Division of Water Pollution Control I. SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the wastewater treatment facilities for which this permit is issued a treated effluent whose characteristics, within one month after start-up of the facilities and continuing thereafter, shall not exceed the following values: Discharge Limitations Effluent Characteristic Flow cu.M/Day (MGD) .015) B.O.D. 5-Da 20 C 30 m /l Total Suspended Solids 30 mg/1 Settleable Solids 0.1 ml/l Nitrate as N 10.0 mg/l Oils & Grease 15.0 mg/1 Sodium 20.0 mg/l Chloride 250.0 mg/1 (a) The pH of the effluent shall not be less than 6.5 nor greater, than 8.5 at any time. (b) The discharge of the effluent shall not result in any demonstrable adverse effect on the groundwater or violate any water quality standard that has been promulgated. (c) The monthly average concentration of BOD and total suspended solids in the discharge shall not exceed 15 percent of the monthly average concentrations of BOD and total suspended solids in the influent into the permittee's wastewater ' treatment facilities. (d) When the effluent discharged for a period of 90 consecutive days exceeds 80 percent of the permitted flow limitation, the permittee shall submit to the permitting authorities projected loadings and a program for maintaining satisfac- tory treatment levels consistent with approved water quality management plans. B. Monitoring. and Reporting 1) The permittee shall monitor and record the quality and quantity of effluent from the pressurized sand filter according to the following schedule and other provisions: Minimum Frequency Parameter of Analysis Sample Type Flow Daily Average BOD Monthly 8-hour composite TSS and Total Solids Monthly 8-hour composite pH Daily Grab Chloride Monthly Grab Nitrate as N Monthly 8-hour composite NH3 as N Quarterly 8-hour composite Sodium Monthly Grzv Oil and Grease Monthly Grab Settleable Solids Monthly Grab Methanol Monthly Grab 2) Prior to operation of the wastewater facility, the permittee shall install a minimum of three (3) monitoring wells, one (1) upgradient and two (2) downgradient of the discharge. Detailed plans of the wells, the locations thereof, and the methods and means for sampling therefrom shall be submitted to and approved by the Division. The permittee shall monitor, record and report the quality of water in the monitoring wells according to the following schedule and other provisions: Chloride 1 x quarterly Nitrate Nitrogen 1 x quarterly pH 1 x quarterly Specific Conductance 1 x quarterly Static Water Level 1 x quarterly Sodium 1 x quarterly Phosphorus 1 x quarterly 3) Any grab sample or composite sample required to be taken less frequently than daily shall be taken during the period of Monday through Friday inclusive. Eight hour composites and grab samples shall be taken between 8:00 a.m. and 6:00 p.m. All composite samples shall be taken over the operating day. The permittee shall submit all reports on an acceptable form, properly filled out and signed and submitted postmarked no later than the fifteenth day of the month following the effective date of the permit to the Regional Environmental Engineer, Department of Environmental Quality Engineering, Southeast Regional Office, Lakeville Hospital , Lakeville, MA 02346, and to the Director,. Department of Environmental Quality Engineering, Division of Water Pollution Control , One Winter Street, Boston, MA 02108. Your attention is called to 314 CMR 5.06 (3) which restricts the issuance of a permit where a sewer system is reasonably accessible and where permission to enter such a sewer system can be obtained from the authority having jurisdiction over it. When a sewer is constructed in Independence Drive and is reasonably accessible to Cape Cod Potato Chips , Inc. the per- mittee will arrange to tie in to the sewer system and eliminate the existing wastewater disposal to the ground. ' C.E.MOORE Environmental Consultants C. E. MOORE, INC. 407 W. LINCOLN HWY. EXTON, P/-\19341 !• C"D 295-363-9500 30 Octobr"gr,, d9684 SO UTHEQsr RFGOoN Mr. Frank Mezzacappa ' Massachusetts Department of Environmental Quality Engineering Lakeville Hospital ' Lakeville, MA 02346 Re: Cape Cod Potato Chips , Inc. Discharge Permit Application No . 0-155 ' Dear Mr. Mezzacappa: ' In May. 1984 Cape Cod Potato Chips submitted an application for a permit for on-site discharge of treated industrial wastewaters at their new production facility in Hyannis , Massachusetts . To date, a draft permit has been issued and public notice was published in an area newspaper on 3 October 1984. ' The leaching facility to be utilized will be located under a paved area and due to construction considerations it is necessary that the system be installed as soon as possible . ' Therefore, we are requesting approval to construct the leaching trench system described in the attached submittal . The following documents are enclosed : ' 1. Portion of USGS Topographic Map (Site Locus) ' 2 . Site Plan 3. Wastewater Treatment Facility Site Plan ' 4 . Drawing - "Leaching Trench System Details" 5 . Data Summary (Calculations) 6+ Soil Logsa 7 . Pipe Manufacturer ' s Information :,' Env,iron men r'= sen t of ' Y Engineering Da 1 1 C.E.MOORE 1 Masachusetts Department of Environmental Quality 1 Engineering -2- 30 October 1984 1 We are appreciative of the cooperation you have given us on ' this project to date. As you know, we. would like to obtain approval as quickly as possible so that paving can be done this fall . 1 If you should have any questions or require any additional information, please do not hesitate to contact me. ' Very truly yours , ' Daniel R. .Hudson, P . E. Process Engineer DRH: kmw Enclosures 1 cc: Mr. Steve Bernard Mr. John Kelly, Barnstable Board of Health 1 i 1 1 1 1 i �� 1 ' . .•, ° bf' I .. '�•° a .1_ •••I, _moo Jt 0'1,�� —�_'\of l --° (•J �s��l�. . J ° o � Y Rom. .. q i °i• o ( () i m ice="• � •(•� '.y-�- 7� '.1�-�3',' �:I s' � •... :.�• l��r:�,�,. �1l �„_�'���/; ems, _ �.�.:;`��•, .!.. ' •,� �D° ,. fao � '�: ''!' :"' ( C.A , o �'� `SN �`°` .Y� � ke°°'. , ; •� ,��jl ,.It J/'II L`��1�� 6�, ` ' 0•j=�; L)tok_ , ........... •• .,i ' ,�-?�'-��8`�s �•�1 Lo)a bF�1 _ r �rr� r� 1W FP SITE LOCUS _ �(// ct �.,:: JAll ue ��(��' , %Ch4el Pitsl i `! A 1 ., C� r•• i It J ' � nd PO i . heaternn p. \ to O :e its •� •� ' <o .%8M • . •t•� °�/ / ^19 ii 1►) O IA - .\ as fo / • A • - .=_D• 7a 76 , �It � ;o �.• � . S •ob�st;ilo o--- 'ql�1° Ca ♦ ii+; 4E1� ICIPtI Alit- � .. t' ���. ILI m o I had � � V � � ��• yc Q i ,.`l _ +•� I SaF Tan o ri' r `� ,1. a�• p o I '—\�`� .i / 1 28) Y. Water a .° f XPits a .k tea_ lot Al f HYANNIS, MASS. N4136.5—W7015/8 X 7.5 1974 PHOTOREVISED 1979 AMS 6967 Ill NE—SERIES V814 1—_ C.E.MOORE ' DATA SUMMARY LEACHING TRENCHES CAPE COD POTATO CHIPS , INC . Soil Percolation Rate - Less than 2 minutes per inch . ' Design Capacity of Treatment Facility - 15 , 000 gallons per day. Trench Specifications ' Total depth of trenches - 7 . 0-8 . 0 feet . . Depth below invert of distribution pipe - 3 . 5 feet . ' Width - 1 . 5 fe et . leaching' Total sidewall le lineal f = 2 g area per fool 7 . 0 ft . Total bottom leaching area per lineal foot = 1 . 5 ft2 . ' Maximum flow per lineal foot of trench: Sidewall - 7 . 0 ft2 X 2. 5 GPD/ft2 = 17 . 5 GPD ' Bottom - 1 . 5 ft2 X 1 . 0 GPD/ft2 1 . 5 GPD TOTAL 19 . 0 GPD Total length of trench required - 15 , 000 GPD _ 19 . 0 GPD/ft . 790 ft . ' Total length of trench to be constructed : 4 - Each 67 foot long = 4 X 67 = 268 feet 6 - Each 92 foot long = 6 X 92 = 552 . feet TOTAL 820 feet C.E.MOORE ' DATA SUMMARY LEACHING TRENCHES CAPE COD POTATO CHIPS , INC . ' Spacing/Reserve Area Center lines of trenches will be 7 . 5 feet apart . With a trench width of 1. 5 feet , the sidewalls of the excava- tions will be a minimum of 6 . 0 feet apart . This will provide a reserve area equal to the primary distribution area. ' Distribution Piping The leaching trenches will be installed in an area that will be paved for use as a parking lot . Distribution piping will be solid and perforated, J-M SDR-35 PVC pipe. It will be installed in accordance with the ' manufacturer ' s recommendations to withstand loadings, in excess of H-20 Highway Loadings . ' Distribution Boxes Four distribution boxes will be provided to receive treated effluent from the wastewater treatment facility and to ' evenly distribute it to the leaching trenches. Flow from the treatment facility will be by gravity and will be equalized over a 24-hour period . ' Ventilation The lower ends of the distribution laterals will be vented ' to the atmosphere as shown on the Wastewater Treatment Facility Site Plan. I_ �CT Bernard Property PARTY -- 1TIO Hyannis INSPECTOR Dreyitis CAPE C 0 DI . , SURVEY CONSULTANTS ae ; IIHER Sunny OAT c 76 ENTERPRISE 140AD WANNIS.MASS. 02601 ' TP�1 1 s7,.� .✓.d.✓ ri.rw.rst.,c : GRD.ELEV.— ...._ ' S. ELEV ,;,,,� ' TICS ELEV 6" ____HU_MUS _____ ' ----SUBSOIL---------------- . :. � COARSE GRAVEL WITH SOME SAND BEDDING EVIDENCED � t 9 11 i. ' 181t NO WATER ENCOUNTERED TP s T P6 w,ar�� a v.oioL y• L START PRESOAK ' END PRESOAK �,�..��_wtetL NQT.F' TIME AT IZ pR ( smow PERC. TIME _AT OR OBSERVED RATE LESS HOLE ON TIME AT $ R ( THAN 2 MINUTES PER SOIL �''� ELAPSED TIME If - C INCH RATE MIN / IN GP*UND WATER OBSERVATIONS: • seasonal 10aximUM ground water elevation observed ground water elevation+ eke r&M r AM,r sample location and number F]k L SITE'r OF SHEE" THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I MFC& DANA c0 - NO. ... ' 3E ' DATW j6 3 :ANT �^"C /` �Gl.� - ,�%t. FEE_--4 TELEPHONE NO. (Non-Nefun able 3EQ: -'. << u TELEPHONE NO. 1 SCHEDULED Y Applicant's signature ' SOIL LOG [VISION NAME, DATE 1_IC.G���yci_ TIME Z �V ;ION ARE : YES NO i •. i -ENGINEER 'N 1ATER_L,:r-PRIVATE WELL ` i��� i,1 BOARD OF HEALTH \��v 110 a►'as EXCAVATOR '^ H: (Street namo,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to teat holes) 1 NOTES: � I 1 � . • I 3 1P � -Bpi �• ,y'.•,-/lc cap r' � . �.- �19 1"Y�,�r,r".J�,,nF.JV 'COLATION RATE: P�Rl- Zr' FRcx1 T1 i-L 11' pcPi"N HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: �, ft�p piW StwvY 1 rAN 2 -T P' 3 3 4 4 ' S 5 Ti - t/o maul �..�..�- .� __.. 7 7 Tu ate.'_ . _ •_---►- • 9 9 _ �; DAViu 10 10 \ � :� Th�!IN r• LAY6" ow Nial� , �„L/V/L o 12 gnNr, n�xao �kc.. 12 :c Wit' 13 13 ..� G'se►rcS T.., f, .1.a 1 E 14 ��.va.�. ~ 14 15 nAIr')Ls d lei, 15 r�18/ s 16 6ca to, Nb wA\-T%r-.a. 16 LE FOR SUB-SURFACE SEWAGE: . LEACHING FIELD LEACHING PITS 1 LEACHING .TRENCHES �- ABLE FOR SUB-SURFACE SEWAGE. REASONS: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION AL: COMPLETED ENTIRETY BY P. . AND RETURNED TO BOARD OF HEALTH RETAINED BY APPLICANT FIGURE 2-3. 2-5 Johns-Manville Ring-Tite"PVC Gravity VTUI Sewer Pipe and. Fittings i »6 n ' x S � Y { q,1 t ril $ r tr .� 6 t t * k Y t _ ! is "���'FP-j � EYr' LYj���"���t1 t� F ����r� � T' � � � f$ '�"�"`£2 �•. '/� I�e„� i�+�s�` '��'"�*' $>�"h,,F�`sy' �tr'# '• ,�-�,Ce"'�S�"h� yA51 p �,F';4"d� ,;��� Yyl!'�'�.tiZ d• ��.��=-.�ri. 3k5"fir,:'*'� ! i'� �t . �.r ! ��'a r'Y � 7K+.` �i.'T^" �. ,ems ,,�{• '' Zf� •'j.`�'s�.., l'�'i #''�'`�✓%"� ��1�lw + �- �>. � ,? � � *��. � �� .� ;i +.� � � �r�"cif �„Ts, r. :!rt':�d� .r ,�,y{; a`� � '�' �' i;��„ ✓: y' 'trj�` �� fib" e�'1�� 4 fi+t t•' }M'�c:o.fts.� � : 4s'�.,. w'v"L i-'i°°r�`7{�K�;3.yj �«!it�✓: ; �`�,.�^� �.' ,;+�v= w ����,yRl .a}'�;.: ,Wt .;Y4u� � t .�N - y�l �u,3 eiR, Ring-Tite PVC Gravity Sewer Pipe And Fittings Ring-Tate joint meets Applications rubber ring PVC sewer pipe. exacting tightness Johns-Manville PVC sewer This factory-made joint requirements, simplifies pipe is suitable for eliminates the need to insert . assembly conveying domestic sanitary rings in the field.Joint sewage as well as certain design and close - industrial wastes. For further manufacturing tolerances ' information regarding the allow this joint to pass a 25 suitability of PVC for psi hydrostatic test in the k conveying various laboratory and provides the r s chemicals, contact your J-M basis for exacting infiltration/ , f[ pipe representative. exfiltration specifications. Be . secure in the future by .a Advantages designing with J-M RingTite 1. Chemical Resistant: PVC sewer pipe with low � J-M Ring Tite PVC sewer infiltration—specify a >. pipe is unaffected by the infiltration not to exceed 50 fluids found in ordinary gallons/inch diameter/ domestic sewage. It is mile/day. ' immune to sewer gases and Spigot pipe ends are the sulfuric acid generated Call for ASTM D-3034 supplied from factory with by the completion of the SDR35 with 20% More Wall "Locked-in" rubber sealing bevels. hydrogen sulfide cycle. It is Thickness in 8, 10,12 and ring provides tight, flexible immune to corrosive soils— 15-inch sizes—Provides seal. Meets requirements of both alkaline or acidic. Greater External ASTM D-3212—"Joints for Load-Carrying Capacity. Drain and Sewer Pipes 2. Abrasion Resistant: This allows.for the design ' using Flexible Elastomeric J-M RingTite PVC sewer and construction of PVC Seals." The bell is an integral part of pipe has excellent gravity sewer systems the pipe section with the resistance to abrasion, (4"-15")consistent with best Figure 1 same strength. gouging and scoring— engineering practices. A ' superior to that of most uniform minimum "pipe common piping materials: , stiffness," (F/Ay =46 psi) Meets ASTM means no weak links. It also D3034-SDR 35 3. Flow Characteristics: means that J-M PVC sewer J-M RingTite PVC sewer pipe in 8, 10,12& 15" Introduction pipe with long lengths, diameters has 60 to 75 The growing demand for an smooth interior,and percent greater pipe effective all-out attack on factory-made close stiffness than SDR 42 and water pollution highlights the tolerance joints provides a SDR 41 PVC sewer pipe. need for improved sanitary Manning"n"coefficient of This increased"pipe sewage collection systems. .009. High-carrying capacity stiffness" provides the extra A modern system needs makes possible the use of needed at that critical time ' pipe with improved design flatter grades or smaller when the pipe is first being for reserve strength and diameter pipe. Ask your J-M installed in the trench and stiffness to increase sales representative for a undergoing bedding and load-bearing capacity—all flow nomograph and the backfill. ' within the framework of report"Hydraulic maximizing sewer system Characteristics of PVC capacity at reasonable cost. Sewer Pipe in Sanitary Johns-Manville RingTite Sewers,"a joint study by. PVC sewer pipe is designed Johns-Manville and Utah ' to meet this need. State University. Through Johns-Manville research and technology we ' proudly offer"locked-in" 2 , t, ' External Loads Background Prism Load ' Loads imposed on buried Loads imposed on buried H2O Highway Load conduits have,in past conduits have been 16 practice, been calculated by calculated by using the using the Marston load Marston load formulas for 14 ' f Deadload formula. For trench loads rigid and flexible pipe.Marston has a formula for However,it has been 12 rigid pipe and another determined that the Marston De I load ft.. formula for flexible pipe. It is formula for flexible pipe may important to recognize that not determine the maximum 10 H2O live loadt ' under identical conditions of long term load—the"Prism U. 8 + Impact bury the soil load generated Load"formula is more m on a flexible conduit is less accurate. The"Prism Load" o than the load generated on is the weight of the column a 6 a rigid conduit.The of soil directly above the comparative load on a rigid pipe.Thus,precautions in �, 4 conduit verses the load on a keeping the trench narrow _ Total load flexible conduit is expressed are unnecessary for a 2 live +dead ' as the ratio of trench width flexible pipe installation. The to the flexible pipe O.D. important thing is to compact the haunching 500 1000 1500 2000 By definition, a flexible material from the pipe out to Pv Vertical Soil Pressure(Lbs/Ft2) conduit is one which will the undisturbed trench walls. deflect before reaching Therefore,Johns-Manville Figure 2 failure. suggests that the maximum long term load be Note:To convert vertical soil pressure to load on pipe— ' Marston's Formulas for determined by the prism pounds per lineal foot—multiply by O.D. of pipe in ft. Soil Loads load for design. Rigid Pipe W =Cd w Bd2 tLive load applied on assumed area of 36"x 40". Flexible Pipe W= Cd w Bc Bd Prism Load: P„ = wH (Ibs/ft2) ' Where: Where: added together to design for rebound under dynamic W = Load on pipe P„= Pressure at the top of the maximum load as shown loading conditions if the (lb/lin.ft.) the pipe due to the in curves above. trench width is not ' Cd= Load Coefficient weight of the soil (lb/ft2) special precautions bridged. Unless w Soil unit weight w = Soil unit weight— The soil load and live load special precautions are Soil u Soil ) must be added to determine taken to bridge the trench in Bd= the total external load on a shallow installations,the Ditch width(ft.) H = Depth from top of pipe Be = O.D.of pipe(ft.) to top of ground (ft.) buried conduit.This breaking up of flexible road ' combined load should be surfaces may result. Note: To convert prism load used for design. Figure 2 Therefore,for shallow (Ib./ft.2)to lb./linear ft., illustrates the magnitude of installations under flexible multiply the O.D. ., the soil and live loads road surfaces(less than 3 separately and also charts feet),J-M recommends pipe in feet,or: the magnitude of the Class 1*material be used in W =wHB� combined or total loads.The the pipe zone and up to the Live Loads curves in figure 2 apply only road elevation.This Live loads imposed on for H2O highway loading and recommendation is not buried conduits from traffic a soil weight of 120 Ibs./cu. ft. meant to conflict with the must also be considered in a design engineer's design and become more At shallow depths of cover specifications and his important at shallow depths. —3 feet and less,flexible specifications will govern. The combination of soil conduits can deflect and load and live load must be see page 6 for definition of Class 1. 3 1 Prism Loads on P ' Flexible PVC R Sewer Pile M 0 D D • ' j t Height Soil Pipe Diameter(Inches) Height Soil Pipe Diameter(Inches) of Cover Wt. of Cover Wt. ' Feet Ib/ft3 4 6 8 10 12 15 Feet Ib/f 3 4 6 8 10 12 15 100 105 • 157 210 263 313 383 100 527 785 1,050 1,313 1,563 1,913 3 110 116 173. 231 289 343 421 110 580 863 1,155 1,444 1,719 2,104 120 .126 188 252 316 375 459 15 126 632 941 1,260 1,575 1,876 2,295 ' 130 137 204 273 341 406 497 130 684 1,620 1,365 1,706 2,032 2,486 100 141 209 280 350 417 510 100 562 837 1,120 1,400 1,667 2,040 4 110 155 230 308 385 458 561 110 618 920 1,232 1,540 1,834 2,244 120 169 251 336 420 500 612 16 120 674 1,004 1,344 1,680 2,001 2,448 ' 130 183 272 364 455 542 663 130 730 1,088 1,456 1,820 2,167 2,652 100 176 262 350 438 521 638 100 597. 889 1,190 1,488 1;771 2,168 5 110 193 288 385 481 573 701 110 657 978 1,309 1,636 1,949 2,384 120 211 314 420 525 625 765 17 120 716 1,067 1,428 1,785 2,126 2,601 I�130 228 340 455 569 677 829. 130 776 1,156 1,547 1,934 21-303 2,818 100 211 314 420 525 625 765 100 632 941 1,260 1,575 1,876 2,295 6 110 232 345 462 578 688 842 18 110 696 1,635 1,386 1,733 2,063 2,525 ' 120 253 377 504 630 750 918 120 758 1,130 1,512 1,890 2,251 2,754 130 274 408 546 683 813 995 .130 821 1,224 1,638 2,048 2,438 2,984 100 246 366 490 613 729 893 100 667 994 1,330 1,663 1,980 2,423 7 110 271 403 539 674 802 982 110 734 ' 1,093 1,463 1,829 2,178 2,665 120 295 439 588 735 875 1,071 19 120 800 1,192 1,596 1,995 2,376 2,907 130 319 476 637 .796 948 1,160 130 867' 1,292 1,729 2,161 2,574 3,1.49 100 281 418 560 700 834 1,020 100 702 1,046 1,400 1,750 2,084 2,550 ' 8 110 309 460 616 770 917 1,122 110 773 1,150 1,540 1,925 2,292 2,805 120 337 502 672 840 1,000 1,224 20 120 842 1,255 1,680 2,100 2,501 3,060 130 365 544 728 910 1,084 1,326 . 130 913 1,360 1,820 2,275 2,709 3,315 100 .316 471 630 788 938 1,148 100 737 1,098 1,470 1,838 2,188 2,678 ' 9 110 348 518 693 866 1,032 1,262 . 21 110 812 1,208 1,617 2,021 2,407 2,945 120 379 565 756 945 1,1.25 1,377 120 885 1,318 1,764 2,205 2,626 3,213 130 411 612 819 1,024 1,219 1,492 130 958 1,428 1,911 2,389 2,845 3,481 100 351 523 700 875 1,042 1,275 100 772 1,151 1,540 1,925 2,292 2,805 ' 10 110 387 575 770 963 1,146 1,403 22 110 850 1,265 1,694 2,117 2,522 3,086 120 421 628 840 1,050 1,250 1,530 120 927 1,381 1,848 2,310 2,751 3,366 130 456 680 .910 1,138 1,355 1,658 130 1,004 1,496 2,002 2,503 2,980 3,647 100 386 575 770 963 1,146 1,403 100 807 1,203 1,610 2,013 2,397 2,933 ' 11 110 425 633 847 1,059 1,261 1,543 23 110 889 1,323 1,771 2,214 2,636 3,226 120 463 690 924 1,155 1,375 1,683 120. 969 .1,444 1,932 2,415 2,876 3,519 130 502 748 1,001 1,251 1,490 1,823 130 1,049 1,564 2,093 2,616 3,116 3,812 100 421 628 840 1,050 1,251 1,530 100 842 1,255 1,680 2,100 2,501 3,060 ' 110 464 690 12 924 1,155 1,375 1,683 24 110 927 1,381 1,848 2,310 2,751 3,366 120 505 753 1,008 1,260 1,500 1,836 120 1011 1506 2,016 2,520 3,001 3,672 130 548 816 1,092 1,365 1,626 1,989 130 1095 1632 2,184 2,730 3,251 3,978 100 456' 680 910 1,138 1,355 1,658 100 878 1,308 1,750 2,187 2,605. 3,188 110 503 748 1001 1,251 1,490 1,823 13 4 25 110 966 1,438 1,925 2,406 2,866 3,506 120 548 816 1,092 1,365 1,626 1989 120 1,053 1,569 2,100 2,625 3,126 3,825 130 593 884 1,183 1,479 1,761 2,155 130 1,141 1,700 2,275 2,844 3,387 4,144 ' 100 491 732 980 1,225 1,459 1,785 14 110 541 805 1,078 1,348 1,605 1,964 ) 120 590 879 1,176 1,470 1,751 2,142 ' 130 639 952 1,274 1,593 1,896 2,321 Table 1 4 Pipe Deflection I a f "£ 7� It is important to recognize is based on actual ' - that flexible conduits laboratory test and previous y t perform differently in the field measurements it is ate.rn ground than they do under unnecessary to know the g laboratory flat plate loading. actual load acting on the The interaction of pipe pipe or the soil stiffness. r stiffness and soil stiffness Thus an installation can be combine to.give flexible designed with a known #>. conduits a high effective factor of safety provided strength when buried. enough empirical data is available. Methods for Predicting Pipe Deflection To accommodate the The most common) used g ,,� Y problem of having to ' approach in predicting establish data for the deflection has been the number of trench widths that modified "Iowa Deflection are found in the field,the r, w' Formula." prism load was chosen because it represents the Modified Iowa Formula: maximum loading condition _ DL K w 0on a flexible pipe.Time lag Dy El + .061 E' 0 to account for future settlement of the backfill Where: can be included by choosing R r, Ay =vertical deflection long-term values of .. (Inches) deflection. DL =lag factor(1.5 maximum) Johns-Manville has K =bedding factor developed through w =earth load laboratory tests and actual (lb/in.) field data the maximum long OD term deflection chart, Figure r =mean radius ( 3, shown on page 6.This Deflection is defined as the \ 2 ' change in vertical inside modulus chart eliminates the g E =modulus of elasticity guesswork in predicting diameter of a flexible conduit Ib/in2 when subjected to a vertical ( ) deflection and gives the 1 I =moment of intertia design engineer a quick load.The amount of t3/12 in3 ' ( ), ready.reference. This chart deflection that will occur in . E' =soil stiffness Ib/in2 any flexible conduit is a ( ) is for PVC SDR 35 Sewer function of three factors: pipe only. The values given 1. Pipe Stiffness factor Although considered a for deflection limits are the t 2. Soil Stiffness conservative approach, ultimate long term deflection 3. Load on the pipe considerable variation in that will occur in a particular predicted deflection will soil class having a given result depending upon the density(compaction) in the choice of empirical haunching area of the pipe ' constants E,K and DL. zone for various heights of . cover(feet). Empirical methods of predicting deflection have ' evolved in recent years which eliminate the guesswork inherent in the Iowa method.When design 5 Use of Maximum , Long Term Deflection Chart 1.Where live loads are not a Answer:1.The combined cover.This represents the In working with these charts, factor or not involved in the (dead and live) load on the equivalent prism load for the it becomes apparent that: ' total external load on the pipe will be approximately combined (dead and live) pipe, the chart can be used 1000 Ibs./ft2 or 1000 x 1 ft. load given above. Now enter 1. Soil density in the pipe directly to determine the limit (pipe diameter in feet) = maximum long term zone plays a greater role of the maximum long-term 1000 Ibs./lin ft. (per Figure deflection chart and read the than soil type in the control ' deflection of the PVC pipe. 2). Enter table of prism maximum long term of deflection in buried loads(Table 1) under deflection color code for flexible conduits. Example:If an 8"PVC SDR column 12—Pipe Diameter Class III bedding 35 Sewer Pipe is installed (inches)—and read down classification, 65%density, 2.The amount of deflection ' in Class IV material, having until nearest figure to 1000 is and 8 ft.of cover. Dark is independent of pipe size, 85%compaction in the pipe reached, across from soil wt. green—maximum long providing all pipe sizes are zone and with 12 feet of of 120 Ibs./ft.3. In this case, term deflection will not SDR 35. Note pipe size cover,what will be the 1000 appears opposite 120 exceed 5%. does not appear in the chart ' maximum long term Ibs./ft.3.and 8 ft.—height of for maximum long term deflection limit? deflections. Answer: Pipe will never Maxitrtum Long-Term Deflections of PVC (SDR 35) Pipe (Percent) deflect more than 5% (color DENSITY ' code.—dark green). ASTM (Proctor) Height of Cover(Feet) 2.Where live loads must be Bedding AASHOClassification T 99 3 5 1 8 1 10 1 12 14 16 18 20 22 24 26 28 30 considered, determine, first, �. ,, , _ r �� Y the combined total external Gravel Class I ,z ,� � � Maximum long term deflection load on the pipe. Next Class II 90% will not exceed 5% k " determine the equivalent�t 80% ❑Maximum 7 5/o deflection prism load (without live load) This zone not recommended for the articular pipe size Sand Class III 90% Q .y y „F 1 involved using the table of 850/, � 1i N1.31 ;Vr,,. prism loads,Table 1. Read across to the left for the � height of cover(ft.)for the 65% `. equivalent prism load. Using Clay Class IV 85% x'. -+ � this height of cover with the ' bedding class and proctor 75% density,enter the maximum 65% long term deflection chart, Peat Class V This soil class not recommended Figure 3,to determine the ' maximum long term Figure 3 deflection limit. Note: Deflection values shown do not include effect of live load or longitudinal bending. Example: If a 12"PVC SDR 1. No length of pipe installed under conditions specified.will deflect more than is indicated;the 35 Sewer Pipe is installed pipe will deflect less than the amount indicated if specified density is obtained. in Class III material, having 2. External loading based upon soil weight of 120 lbs.per cubic foot. 65%compaction in the pipe 3. Deflections predicted are based upon pipe which was initially circular prior to installation. zone,with 3 feet of cover, Actual deflections may differ because of initial out of roundness caused by storage and/or and 120 Ibs./ft3 soil, and handling.These variations should be taken into account when measured deflections are ' H-20 (highway load) live compared with those in the table. load are imposed on the 4. Bedding classifications are as indicated on page 7 and correspond to ASTM D2321. buried pipe,what will be the 5. Deflections listed in table are maximum long term values. The suggested maximum long maximum long-term term value is 7.5 percent which is approximately equal to a 5 percent initial deflection. ' deflection limit? 6. Initial deflection is deflection taken within the 1st 24 hours after trench is backfilled. 6 Installation 1 Pipe Zone Terminology Pipe Zone Materials Key to Pit?e Performance ' Pipe'lone materials The performance of a include the material in the flexible conduit does not haunching area and the depend only on the Class of initial backfill(see figure 4). embedment materials used, ' sin.-12 in. They include a number of but more importantly,on the Initial processed materials plus the density of the material in the backfill soil types listed under USCS haunching zone.The chart Pipe Spring Pipe Soil Classification System on page 6 shows that SDR ' zone line Embedment (FHA Bulletin No.373). 35 PVC sewer pipe will of t These materials are perform in Class III material pipe <y .y Haunching P grouped into five broad equally as well as a Class Bedding categories according to their material with adequate max.6 in. suitability for this application, compaction. By utilizing a Foundation as follows: combination of soil Class may not be and soil density, the design Figure 4 regwred) Class 1.Angular,1/4"to 11/2" engineer can achieve the ' graded stone, including a most economical installation number of fill materials that within recommended Foundation preparation is to levels above the have regional significance deflection limits. only required when the springline gives little such as coral, slag, cinders, ' trench bottom is unstable. additional side support. crushed stone and crushed Fxcm?ntion and Pipe Any foundation that will shells. Laying.As with other pipes, support a rigid pipe without Most of the support is the trench for PVC is causing loss of grade or accomplished by Class IL Coarse sands and excavated with bell holes to ' flexural breaking of ipipe will compacting the soil gravels with maximum give uniform bearing along be more than adequate for surrounding the lower half of particle size of 11/2 inch,. the full length of each pipe PVC pipes. the pipe. including variously graded section. The ditch should be sands and gravels wide enough to allow for ' Bedding. The bedding Caution: If hydro-hammers containing small proper placement and directly underneath the pipe are used to prepare the percentages of fines, compaction of the selected is required only to bring the bedding and backfill for the generally granular and materials in the haunching trench bottom up to grade. It road surface, they should non-cohesive, either wet or area. ' should not be so thick or soft not be used within 3 feet of dry. Soil type GW, GP, SW that the pipe will settle and the top of the pipe and then and SIR are included in this Shf etina. If soil conditions lose grade.The purpose of only if the pipe zone soil class. or regulations require.the the bedding is to provide density has been previously use of sheeting or boxes, ' uniform longitudinal support compacted to a minimum Class III. Fine sand and they should be used in a of the pipe. 85%standard proctor clayey gravels, including fine manner as not to disturb the density. sands,sand-clay mixtures, embedment material within Haunching.The haunching and gravel-clay mixtures. two pipe diameters on each ' area is the most important in Soil types GM, GC and SM side of the pipe. terms of limiting the and SC are included in this deflection of a flexible pipe. class. Compaction Tncftniclues. This is the area that should Flooding or jetting are ' be compacted to the proctor Class IV. Silt, silty clays, commonly used methods for densities shown in chart on and clays, including obtaining desired densities page 6. inorganic clays and silts of of granular embedment medium to high plasticity materials. if flooding is used, Initial Backfill. Initial backfill and liquid limits. Soil types the embedment materials t begins above the springline MH, ML, CH and CL are should be allowed to dry of the pipe to a plane 6 included in this class. below optimum moisture inches to 12 inches above , before final backfill the pipe. Compacting soils Class V.These materials operations are begun. If t are not recommended for jetting is used, desired bedding, haunching or initial density of the embedment backfill. 7 Installation Fittings and ' Adaptors �1 1 materials should be for compliance to maximum Johns-Manville offers a J-M distributors, adaptors are previously obtained by other deflection limits or by complete line of PVC sewer available to connect J-M ' methods. Neither flooding or instruments which measure fittings to be used with PVC Ring Tite PVC sewer pipe to jetting should be used if the and record actual pipe Ring Tite sewer pipe.These other pipe materials. possibility of washing away deflections.When fittings offer the same"locked- side support exists. recommended installation in" rubber ring feature which The fitting illustrations below ' practices are followed, eliminates the need for ring are representative only of f ermissabl^ I►arizontal including required insertion in the field. the types of fittings and Curvature.When curved compaction in the haunchin p g adaptors available. Actual sewers are installed J-M area, pipe deflection will not Rubber gasketed tee and Wye configurations or design of ' Ring Tite PVC gravity sewer exceed our recommended saddles are available for field fittings may vary with size or pipe can be safely deflected long term deflection limit of service line taps into previ- manufacturing origin of the to the limits shown in table 2. 7.5%. At this deflection limit, ously installed PVC sewer fitting. Ask your J,-M Sales Should design or field condi- the PVC Sewer pipe will lines,which eliminate the Representative for more ' tions dictate tighter radii,50de- have a minimum factor of need for field solvent welding. detailed information. flection sweeps should be used. safety of 4 in deflection Through the large network of failure. Proof of this position P)^flection Testingis that more than 150,000,000 1 — In01creaser Wye&Tee 1^Ilr�*n IC; It Nonderl? ft.of PVC Sewer Pipe are Saddles Johns-Manville's position on performing satsifactorily in the deflection testing is that field today. routine measurement of deflection of installed PVC On the other hand,where Tee-Wye Double Sewer pipe(SDR 35),with improper installation Bell I I Coupling minimum pipe stiffness of 46 practices are known or psi, is totally unnecessary suspected, questionable and uneconomical—a bedding materials are Cap plug ' superfluous added, employed and/or installation construction cost for PVC conditions are severe, Sewer pipe installations. deflection testing of these This position applies to all sections of the sewer pipe --- - routine deflection testing installation should be Tee 45°Wye Whether performed by the considered advisable by the "Go-No Go Gauge"method engineer. Force Req.to Bend—Lbs. 90, 45° Nominal Size Min. Radius At End of Bell x Bell Bell x Bell Inches Feet 20' Length 121/2' Length Elbow Elbow I 4 6_ ----156 ._ _—_1 __ 5 150 20 33' 221/2° 90° 8 200 48 78 Bell x Bell Bell x Spigot 10 250 95 152 Elbow Elbow 12 300 160 255 15 — 350 293 468, o - --- ---- -- -- — 45 221/2 Bell x Spigot Bell x Spigot Liner Offset at Minimum Radii _ Elbow Elbow ' Nominal Size Inches 20' Length _ 121/2' Length Bell Duplex 4 _ 24.0Inches 9.3Inches Adaptor Adaptor 6 15.9 6.3 8 11.9 4.7 I ' 10 8. 3.8A/C Double 12 --- .0-- —3.1 —15 N/A Adaptor Wye ' 2.7 Table 2 8 Figure 5 2 - 0�� ti 2u 1, —8so 2t 0 UT LETS N INLET _I :o —� 'I L. OUTLET MACADAM- SUB-BASE STONE rLF = I J 1 T OUT LETS. It � COMPACTED BACKFILL— -- °o �> - PLAN I =J N aJ ww 1/8° TO 1/2" WASHED ili Z PEASTONE j - I o _ N J r�KNOCKOUT PLUGS l� 4° 0 1 � - rn 1 I m ( - 3/4° TO 1-1/2° WASHED 4° 0 JM SDR- 35 I CRUSHED STONE + - = PERFORATED PVC PIPE - J �--- — — — — ->--� tD N M ELEVATION TYPICAL DISTRIBUTION BOX DETAILS SCALE: I° = 1'- 0° 1,_ 6„ CAPE COD POTATO CHIPS INC. pi N LEACHING TRENCH SYSTEM DETAILS co N TYPICAL TRENCH N " CROSS SECTION GE.MOORE ■nvirornnoniol CoMuleonts SCALE 3/411 = I'—O„ C.E.MOOREINC. Z Z EXTON,PA. GATE SC/1LE DRAWN CHECKED I REV.No. OATE W.O.No. m 10-29-84 AS NOTED B.CLARKE H. W. MOORE ASSOCIATES, INC. L[EUTEN OIL TG3Q ZA TT` ZZIL Consulting Engineers 112 Shawmut Avenue BOSTON, MASSACHUSETTS 02118 DATE JOB NO ATTENTI N G � RE: TO GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover via ap-,2r=5_4� .dfL -the following items: ❑ Shop drawings ❑ Prints l;�-�lans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATF. NO. DE RIPTION i i 1 ]II 1 - I THESE ARE, TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints 0 For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted, kindly notify us at once. ti' V� -� � AHBSTSE'• BE MAZE u • '�O 1639. �EO�AY1.� �(����nta� �ln15���11•�S�I•l 02601 COMMISSIONERS: (617) 775-1120 Ext. 123 KEVIN O'NEIL. CHAIRMAN - JOSEPH J. CAMPO. P. E. JOHN J. ROSARIO. VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN MPLNER D. MELODY I PHILIP C. MCCARTIN I September 5, 1984 Cape Cod Potato Chips, Inc 104 Enterprise Road Hyannis, Mass 02601 Dear Sir: The Commission has reconsidered the request submitted on your behalf by C E Moore, Inc and voted at its meeting of September 4, 1984 to permit you to dispose of pretreated wastewater at the Barnstable Wastewater Treatment Plant for period which expires on June 1, 1985. This approval is contingent on: a. The development of a formal agreement acceptable to the Superintendent, Department of Public Works, Town Counsel and our consultant, Whitman & Howard, which among other things specifies: The conditions under C which wastewater vcSl'l be accepted; the maximum amount of wastewater to be accepted each week; a fee schedule for disposal and other costs to be borne by your firm; and the right of the Town to unilaterally terminate the agree- ment at any time should unforeseen difficulties arise. b. The existence of a formal contract with another plant or commercial firm to accept immediately any load rejected for any reason by the Barnstable Wastewater Treatment Plant. A copy of this contract must be made a part of the agreement described above. c. The existence of a viable established plan to dispose of sludge generated by your new plant. which is acceptable to the Superintendent, Department of Public Works. It is suggested that you or your attorney work directly n-ith L r Campo to work out the above details. If they can not be worked out to the satisfaction of all parties including Mr Campo, Town Counsel and our consultant, the approval granted by this letter shall be v.oideu. Sincerely, KEVIl� C�'1\'EIL, Chairman ; DPW Commission. 1 ram . _ glf"Jt x'j �O,rE s639 02601 •, C lixy (617) 775-1120 Ext. 123 COMMISSIONER'S: KEVIN O'NEIL, CHAIRMAN—' ' JOSEPH J. CAMPO. P. E. ,I JOHN J. ROSARIO. VICE CHAIRMAN 5U►ERINTENDENT C - THOMAS J. MULLEN ` WANER D. MELODY - - 'I PHILIP C. MCCARTIN September 5, 1981, Cape Cod Potato Chips, Inc 104 Enterprise Road Hyannis, Mass 02601 Dear S•i.r- " The Commission has reconsidered the request submitted on '.your behalf by C E Moore, Inc.and voted at its meeting of September 4, 1984 to permit you to dispose of pretreated wastewater at the Barnstable Wastewater Treatment Plant for a period which expires on June 1, 1985. This approval is contingent on: a. The development of a formal agreement acceptable to the Superintendent, Department of Public Works, Town j Counsel and our consultant, Whitman S Howard, which '4 among other things specifies: The conditions under o c which wastewater will be accepted; the maximum amount 1 of wastewater to be accepted each week; a fee schedule for disposal and other costs to be borne by your firm- and the right of the Town to unilaterally terminate the agree- ment at any time should unforeseen difficulties arise. b. The existence of a formal contract with another plant or commercial firm to accept immediately any load rejected for any reason by the Barnstable Wastewater Treatment Plant. A copy of this contract must be made- a part of the agreement described above. c. The existence of a viable established plan to dispose of sludge generated by you: Pew plant which is acceptable to the Superintendent, Department of Public ' oTks. It :s suggested that you oI )'our attorney wort' directly %vith iliT Campo to ,vorl: out the above details. if they can not be worked out to the satisfaction of all parties including Mr Camne, Town Counsel and our cor-sultanz, the atrroval granted this letter s:ail be : oidZd_ Sincerely, -KEVIN O'NEIL, Chairman DPV•; Comrnissiorn 10/4/84 Date: of BAR �� Asay BARNSTABLE COUNTY HEALTH DEPARTMENT 7 CD SUPERIOR COURT HOUSE BARNSTABLE, MASSACHUSETTS 02630 J o • A S a PHONE: 362-251 1 EXT. 331 DR24MG WATER LABORATORY ANALYSIS Client: Pipeline Testing Servic@ollector: Michael Franey (PLTS) Mailing Address: 12 Park St. Affiliation: Winchester, MA 01890 Time & Date of , Collection: Telephone: - 519 Type of Supply: town Sample Location: —Hyannis Road Date of Analysis: Independence ar yannis, MA 116 -(D L.) & T25- (F.L.) Cape Cod Potatoe Chips Factory Parameter Sample Result Recommended Limits Coliform bacteria (organisms/100 ml) 0 0 0 x x APPROVED NOT APPROVED RE KAPM: c.c ✓Baenstabla Board of Health 'Analys ,- r �°' 4- �, .t1.19Z- �.�'".�.CG`C�71,.14'•Cl�((,f' i 11AH113T/HLi, 7 [A6a 367 Kin Slreel, —11°Y nni3, W.m. 02601 � !r f t% August 28, 1984 NOTICE OF HEARING STEPHEN BERNARD of CAPE Cod Potato Chips Inc. , 39 Mashpee Road, Cotuit, Ma. has made application to store 15,000 gallons of cottonseed oil in three (3) aboveground tanks on property located at Breed' s Hill Road, Barnstable, Ma. (Independence Park). Said tanks are to be used in conjunction with the manufacturing of potato chips. A public hearing on this application will be held in the Selectmen' s Conference Room, 367 Main Street, Hyannis, Ma. on Tuesday, September 11 , 1984 at .10:00 a.m. Thy �C L,4Lr o G %fE�c.Ti7 0 t�c.� ll�f 1 Martin J. Flynn - C L L fit:i C tiL'"1 l C/ A �« John C. Kl imm JIrU✓ems% �CJ !NiLLs Jeffrey D. Wilson �IAu' Board of Selectmen li Town of Barnstable Legal Ad- BP 8/30/84 Please Bill Legal Ad to: Stephen Bernard 39 Mashpee Road Cotuit, Ma. 02635 '1 v� �oFTweTow loF .�Gf�92 > el0> /d6,4Z la� BABBSTABLE, ? so rASIL o i639. e0 o �Fe mif k. �iayhud� a66�cohct� d 02601 COMMISSIONERS: (617) 775-1120 Est. 123 KEVIN O'NEIL, CHAIRMAN JOSEPH J. CAMPO, P. E. JOHN J. ROSARIO, VICE-CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN MILNER D. MELODY AUG 1 3 1984 PHILIP C. MCCARTIN C E Moore, Inc 407 W Lincoln Hwy Exton, PA 19341 Attn: Mr Daniel R Hudson, PE Process Engineer Dear Mr Hudson: This is in reply to your letter of June 25, 1984 in which you inquired as to the possibility of connecting the new Cape Cod Po- tato Chips plant to the Town sewer system via the extension pro- posed.by Bradgate Associates, Inc._,In_iegard to-the latter, the _ _ DPW Commission has denied Bradgate's proposal since it would in- volve sewering an area which is not presently included in the Town's comprehensive sewer plan. Whether or not any.area north of Route 132 will be included under the update of the plan, which is scheduled to get underway shortly, is unknown at this time. In view of the foregoing and their unwillingness to accept any discharge from the Cape Cod Potato Chips plant which has the potential for further aggravating the existing odor and septage problems being experienced at the treatment plant, the DPW Com- mssion voted to deny your request at their meeting of August 7, 1984. It is suggested that you continue to pursue a permit for an on-site system with groundwater discharge. Sincerely, J SEP AM PO, P.E. uperint dent JJC/bw cc: Cape Cod Potato Chips, Inc --Board of Health August 1, 1984 Mr. Steven Bernard Cape Cod Potato Chip Company ' '104 Enterprise Road Hyannis, Ma. 02601 Dear-Mr. Bernardi We have not received any plans nor have we.heard from •you concerning your new potato chip processing plant in Independence Park. Enclosed is a copy of a letter sent you on February ,8, 1984. Please be advised that you cannot conduct a food processing plant . at this location until all of the conditions listed in .our letter of February 8, 1984, are met. ' Very truly yours, John M. Kelly Director of Public Health i JMK/mm , encl. 1 1 February a, 1984 tar. Steven Bernard Cape Cod Potato Chip Company 104 Enterprise Road Hyannis, Ms. 02601 Dear Mr. Bernard: The Board voted to approve your building permit for construction of a potato chip processing plant located in Independence Park, Hyannis, with the clear understanding that you are proceeding at your own risk. You cannot commence operation or construct an industrial and sanitary waste water disposal system until final plans have.been received and approved by the Department of Environmental Quality Engineering and the Town of Barnstable Board of Health. The following specific requirements must be met: Please call 'if you have .any ;questions.. 1. Two copies of a properly engineered waste disposal system to include botli industrial waste and sanitary Baste must be approved by the Board of Health prior to. conotruction of the. waste system. 2. You must receive approval from ,the Department ,of Environmental Quality Engineering for your proposed industrial and sanitary wastewater disposal. 3. You trust obtain a permit, for discharge to the groundwaters of tha Commonwealth ia..accordance with the requirements of 3i4• CHR 5.00 and comply with air pollution regulecions under 310 CMR .7.00. 4. You must submit floor plans to the State Department of- Public, Health and receive a. food processing permit .-prior to commencing operations. (Call 727-2670). Mr.Steven Bernard February 8, 1984 Page 2 S. You must be inspected and receive a permit from the Board of Health -prior to commencing operation. Ver t y rs, R ert L. (, lds, Chairman Ann J ne s baugh . F. nge D. BOARD OF HEALTH TORN OF BARNSTABLE JHK/mM cc: ' Mr. David Chase II f MYCOCK, KILROY, GREEN & MCLAUGHLIN, P.C. ATTORNEYS AT LAW 171 MAIN STREET BERNARD T. KILROY HYANNIS. MASSACHUSETTS 02601 OF COUNSEL ALAN A. GREEN AREA CODE 617 EDWIN S. MYCOCK CHARLES S. MCLAUGHLIN. JR. MICHAEL D. FORD 771-5070 ADDRESS ALL MAIL ANITA J. MCCARTHY-DREW P.O. BOX 960 HYANNIS. MASS- 02601 REFER TO FILE III January 31, .1984 I Mr. Paul Anderson Regional Director Department of Environmental Quality Engineering Lakeville Hospital Lakeville, MA. 02346 Re: Proposed application for septic system - Cape Cod Potato Chips, Inc. for the- premises located in Independence Park, Hyannis, MA. Dear Mr. Anderson: Please be advised that this office represents Cape Cod Potato Chips, Inc. with respect to the proposed acquisition of a parcel of land located in Independence Park, Hyannis, Barnstable, Massachusetts upon which said corporation is proposing to construct a processing plant for the manufacture of potato chips. This project has received approval from the local Industrial Development Financing Authority from the Town of Barnstable, the Board of Selectmen of the Town of Barnstable, and from the Massachusetts Industrial Finance Authority as an industrial revenue bond project. A lender has made a committment to buy the bonds, Falmouth National Bank, and the land is proposed to be purchased and the bond purchased within the next two weeks. As part of the permitting process for the construction of said plant, said corporation applied to the Barnstable- Board of Health for a permit for the construction of a septic system to service the plant. The Superintendent of the Barnstable Board of Health, Mr. John Kelley, informed the corporation that a review and a permit from the Department of Environmental Quality Engineering with respect to said system would be required. Pursuant to that requirement, representatives of the corporation and GHR Engineering met with Mr. Philip S. .Ripa of your Department to discuss the requirements for any such permit. Additionally, Mr. Daniel R. Hudson and Mr. . Charles F. Moore of C .E. Moore Environmental Consultants of Pennsylvania met with Mr. Ripa Page '2. `= Lette-r to Mr. Paul Anderson - DEQE January -.31, -1984 to discuss more specific design criteria ,for• the system .this past j ' Friday, January 27th, On ,Friday, "January,27th,=:I had, a' telephone' - 'COnference =with Mr. "Ripa .during which I explained to'=him •the ,. stringent time schedule said corporation was under,:with'..respect'�to, closing :the industrial--revenue 'bond =that had ;.been ?approved by -,the, .Town of Barnstable and the Commonwealth of Massachusetts'. ,,•I ,asked. ,w.� - . µ him whether,ror -not 'DEQE .might•'.be .able -to -send_,a.:Metter Stephen Bernarra, •'President•Rof :`Cape Cod Potato .Chips,`•`Inc. :confirming ithe fact ,:that the aforementioned .meetings rwith..,representatives -.:of' the corporation .'had -taken',--,Place :and' that 'as long .as'-an application was submitted •:-Phwhich . setsforth " '-system, meetin g` alli=of the criteria - -of DEQE, 7that, 'F`in fact; -a°permit„would :issue.,.- ,Mr.,-Ripa. further, i_ _ suggested that -I :contactiyouidirectly with .respect to •obtaining,'such Fl : a w Therefore, ron behalf my =client;;,4Cape `Cod Potatoti Chips,-zInc.• t I. would �reque'st•'"that--you ;send Ito 'me"a".letter-asp per.=requested';herein I plan !to •appear before the =Barnstable Board .of Health at!�-its y next regularly,scheduled ,meeting on February'-7, 1984 .to discuss this •-� matter_in ;further detail, with- them'. -',,. Anything -.'you "can "do tc .respond . wto my request. prior --to that 'time would be greatly-- appreciated.,",' Cer `', tainly, '.if ,you should "have 'any .'questions,' .'please .do..not hesitate-to contact me. Thank' you for your -anticipated cooperation and assistance -in ' this matter. , Very atrul�-.you Michael°'DF ord , v MDF/djw CCi - Mr. Daniel R. Hudson', 'P.E. C. E. Moore, Inc. _Mr. Stephen Bernard Mr. John Klimm, ,Chairman, Barnstable-"Board of Selectmen Mr. John 'KelleySuperintendent "Barnstable Board -of'-,Health ' e • • ,� — • .. is (o��au iue IL qAw 0/ 0/ ANTHONY D. CORTESE Sc. D R O Commissioner PAUL T. ANDERSON c���b�uuLG, oZ- rU�, `/2'LQ�6GrTAEu6Ptt6 0.�.�1L6 Regional Environmental Engineer 680-684 Mh February 2, 1984 Attorney Michael D. Ford RE: BARNSTABLE—Industrial Wastewater Mycwck, Kilroy, Green & McLaughlin, P.C. Disposal for Proposed Cape Cad 171 Main Street Potato Chips, Inc., Independence Hyannis, Massachusetts 02601 Park, Hyannis Dear Sir: Receipt of your letter dated 31 January 1984 is hereby acknowledged. This omwzdcation will corroborate that meetings regarding industrial wastewater disposal for the proposed Cape Cod Potato Chips, Inc. plant to be located at Independence Park, Hyannis, Massachusetts, were held between my staff and H. W. Moore Assoc., Inc. , of Boston, Massachusetts on 17 January 1984 and with representatives of C. E. Moore Environmental Associates of Pennsylvania on 27 January 1984. In addition, a telephone conversation was held with GHR Engineering of New Bedford, ,Massachusetts in early January 1984. Please be advised that when an application and plans that meet all the criteria of this Department for industrial and sanitary wastewater disposal is received and reviewed by this office, an approval will be issued. _ ` Please be advised further that after plan approval it will be necessary to obtain a permit for discharge to groundwaters'of 'the''Cbmionwealth "i accordance with. the requirements of 314 C1R 5.00 et,seq. and canply with Air Pollution Regulations under 310 CM 7.00 et.seq. I expect that with good engineering• submittals; -the above requirements will be met and approvals issued. If there are any questions, do not hesitate to contact me at the address or telephone number on the letterhead. Very truly yours, } For the Ca mtissioner Paul T. Arrlerrson, P.E. Regional Environmental Engineer PTA/kd r 11% k- �' - 2 - cc: Barnstable Board of Health Town Hall Hyannis, Mass. 02601 Division of Water Pollution Control Permits Section 1 Winter St. Boston, Mass. 02108 Division of Water Pollution Control Southeast Region - Lakeville Hospital Lakeville, Mass. ATrN: Philip S. Ripa J Division of Air .Quality Control Southeast Region - Lakeville Hospital Lakeville, Mass. 02346 ATrN: Vaughan M. Steeves f - C.E.IVI00RE j'• Environmcntal Cuno ulta ntt: l�. I: INC:- 407 W L.INL,0LN HVVY EX-1 QN, FAA 'I9L341 21S 36L3-0500 FEB 1984 2 February 1984 Mr . 'Stephen Bernard Cape Cod Potato Chip Company 104 Enterprise Road Hyannis , Massachusetts 02601 Dear Mr . Bernard : This will confirm our recent on-site meeting and discussions regarding the feasibility of wastewater treatment and subsur- face disposal at Cape Cod Potato Chips ' new processing facility to be located at Lot #2 , Independence Drive . We have reviewed plans for the new plant and have examined various •_aspects of the proposed operation with respect to generation of waste- water . On 27 January 1984 we met with Mr. Phillip Ripa at the South- east Regional Office of the Massachusetts Department of Environmental Quality Engineering (DEQE) . We discussed the requirements for obtaining a discharge permit and -*the criteria that will be established . DEQE personnel are familiar with the site of the proposed facility and they feel that it should prove to be suitable for subsurface disposal of the treated wastewater . After reviewing the proposed processing operation and consider- ing the anticipated discharge criteria , we can say with cer- tainty that a suitable treatment system can be designed and installed that will conform to local and state regulatory agencies ' requirements to ensure protection of groundwater resources . C . E .Moore has extensive experience in treatment - of potato chip processing wastewater and we are confident that a cost-effective , efficient system of wastewater manage- ment can be developed for Cape Cod Potato Chip Company . We sincerely appreciate the opportunity you have given us to assist you on this project to date . We are pleased to be working with Cape Cod Potato Chip Company and look forward to working with you on future projects . We assure you that all services provided by C . E .Moore will continue to be based on sound engineering principles and experience , not theory and experimentation. C.E.MOORE Cape Cod Potato Chip Company -2- 2 February 1984 If you should have any questions or desire any additional infor- mation , please do not hesitate to contact us . Very truly yours , Daniel R. Hudson P . E . Process Engineer DRH: ko cc : Mr . Michael D . Ford 1 1 APPLICATION' FOR PERMIT TO DISCHARGE TO THE GROUND ' CAPE COD POTATO CHIPS, INC. Town of Barnstable, Barnstable County Massachusetts 1 May 1984 1 Prepared by 1 C.E.MOORE, INC. Environmental Consultants 407 W. Lincoln Highway ' Exton, Pennsylvania Aj C.E.MOORE i Envlrommentnl Consultnntw C. E. MOORE. INC. 407 W, LINCOLN HWY. ,,,,y• ' EXTON. PA 19341 215.363;9500 August 15, 1984 I Town of Barnstable Dept. of Public Works Commission Town Hall Hyannis , MA. 02601 s Attn: Mr. Joseph Campo Re: Cape Cod Potato Chips Gentlemen: This will confirm our discussion with Mr. Joseph Campo on 14 August 1984 regarding the possibility- of hauling treated effluent to the Barnstable Municipal wastewater treatment facility. i Cape Cod Potato Chips has submitted an application to the Massachusetts Department of Environmental Quality Engineering (DEQE) for an on-site wastewater treatment facility with groundwater discharge. . DEQE ' s recently revised permitting procedure has resulted in delays in processing Cape Cod Potato Chips application far beyond their estimated approval dates. Recently, the possibility of extending the sewer collection system to the site of their new plant appeared to be a viable alternative to the on-site. system. We had discussed this in a letter addressed to Mr. Campo dated 25 June 1984 . In our opinion, this is the most desirable method of wasterwater management for Cape Cod Potato Chips. However, as indicated in Mr. Campo' s letter of 13 August 1984 , the extension of public sewerage in the area has been delayed until further studies are completed. Therefore, Cape Cod Potato Chips is planning to proceed with the complete treatment system as soon as aldischarge permit is received from DEQE. We have experienced delays with DEQE and are not certain at this time when the permit will be issued. Since design and installation of the system can not proceed until the permit is received, considerable time delay may be experienced until the system can be operational . r Q Page 2 . - Letter =o Dept. of Public Works Commission (Barnstable) -15Aug84 As an interim measure, we are requesting that Cape Cod Potato Chips treat the wastewater to the levels proposed in our 25 June 1984 letter and be permitted to haul the effluent by tank truck to the Barnstable treatment facility. In accordance with Mr. Campo ' s suggestion, we propose that Cape Cod Potato Chips enter into an agreement with the Dept. of Public Works as a method of establishing procedures. We feel the mechanics of working out a mutually agreeable method of transporting and discharging Cape Cod 'Potato Chips ' waste can be acheived. We propose the following items for your consideration: 1. Pretreated effluent would be transported by Cape Cod Potato Chips in a sealed tank truck to a point designated by DPW. This could be either into the treatment plant headworks or to the Freezer Rd. pumping station if this would be more beneficial to DPW. 2. Costs for modifying the discharge station to accept Cape Cod Potato Chips ' wastewater would be ' born by Cape Cod Potato Chips. i 3 . The quality of this effluer.} discharge would t�-_ in accordance with the limitations we proposed to your Department on 25 T-.:,ne 1984 . Sampling and analysis to insure protection of the Barnstable wastewater treatment facility would be conducted as directed by DPW. 4 . Cape Cod Potato Chips would pay the prevailing rate for treatment services . We feel that Cape Cod Potato Chips ' situation is unique as I compared to the typ-cal septage hauler using your facility. The quality of wastewater will be far better than septage. The wastewater will be delivered in a "fresh" condition, therefore, eliminating odor problems and it wi3 '_ be readily treatabl:: at your plant. In addition, the septage currently hauled to the muncipal plant from Cape Cod Potato Chips ' existing fa,-ility will be eliminateU thereby allowing more capacity at your septage facility. On a pounds per day basis , the net BOD and solids loading from Cape Cod Potato Chips will be substantially reduced. We are continuing to work on the complete on-site disposal system and are currently looking at alternate disposal methods in 'the event that circumstances require hauling Cape Cod Potato Chips ' wastewater elsewhere. Ile hone to have a firm proposal available in the near future. i f .^' Page 3 . - Ltr . to Dept. of Public Works Commission (Barnstable) -15Aug84 We hope that this proposal is acceptable to you. It is our understanding that this letter is sufficient to place this matter on the Commissions agenda for the next meeting. In the meantime, please do not hesitate to contact me if you should have any questions. ry truly yours,; Daniel R. Hudson, PE Process Engineer CE Moore, Inc. Enviromental Consultants DRH/d CC: Board of Health , w i l I i r ' C.E.MOORE Environmental Consultants C. E. MOORE, INC. 407 W. LINCOLN HWY. t EXTON,PA 19341 215-363-9500 21 May 1984 Mr . Mark Pare ' Supervising Sanitary Engineer Division of Water Pollution Control Massachusetts Department of t Environmental Quality Engineering One Winter Street Boston, MA 02108 Re: Groundwater Discharge Permit Application Cape Cod Potato Chips , Inc. Town of Barnstable,- Barnstable County ' Dear Mr. Pare: ' Enclosed please find three (3) copies of a completed applica- tion for groundwater discharge of treated wastewater . In accordance with your requirements, the application includes the following documents : ' Form 1 - General Information and Notification ' Form GW-C - Groundwater Discharge Concept Engineering Report - Wastewater Treatment ' Facility • Preliminary Background Geohydrologic Information Report tPreparation of detailed construction plans will be contingent upon your approval of the treatment concept described in the ' Concept Engineering Report . t ' C.E.MOORE Massachusetts Department of Environmental Quality ' Engineering -2- 21 May 1984 tIf you should have any 9 ue'stions or require additional informa- tion, please do not hesitate to contact me. Very truly yours , Daniel R. Hudson, P .E . Process Engineer DRH: kmw ' Enclosures cc : Town of Barnstable Board of Health Mr. Stephen Bernard, Cape Cod Potato Chips Ms . Peggy Collins , BSC/Cape Cod Survey Consultants t ' 314 CMR: DIVISION OF WATER POLLUTION CONTROL 5.20: Form 1 ' General Information and Notification _ ' DATE RECEIVED 1 COMMONWEALTH OF MASSACHUSETTS ' DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING DIVISION OF WATER POLLUTION CONTROL ' APPLICATION FOR PERMIT TO DISCHARGE TO WATERS OF THE COMMONWEALTH To be filed by all persons required to obtain a permit to discharge to ' waters of the Commonwealth. Do not attempt to complete this form before reading the accompanying ' instructions. - Please type or print - 1. NAME, ADDRESS, LOCATION, AND TELEPHONE NUMBER OF FACILITY PRODUCING THE DISCHARGE - ' A. Name _Cape Cod Potato Chips , Inc B. Mailing Address Street 104 Enterprise Road ' City _ Hyannis State MA —ZIP 02601 C. Location Street Independence Drive City Hyannis County Barnstable ' D. Telephone No. ( 617) - 775 - 3358 OWNERSHIP STATUS ' Individual Private x Corporation x Public Partnership Other ' Other t2. CONTACT PERSON - Give the name, title, and work telephone number of a person who is thoroughly familiar with the operation of the facility and with the facts reported in this application and who can be contacted by the Division of Water Pollution Control if necessary. A. Name Daniel R. Hudson, P . E . B. Title Process Engineer (Consultant) C. Telephone No. ( 215) - 363 - 9500 314 CMR: DIVISION OF WATER POLLUTION CONTROL ' 3. FACILITY STATUS - ' existing X proposed ' 4. Does this project affect a site of historic or archeological signifi- cance as defined in regulations of the Massachusetts Historical Commission, 950 CMR 71.00? ' Yes No x 5. Does this project require a filing under 301 CMR 10.00, the ' Massachusetts Environmental Policy Act? Yes No X ' if yes, has a filing been made? N/A ' Yes No 6. APPLICATION FORMS NEEDED - Answer questions A through F to determine which additional applica- tion forms you need to submit to the Division of Water Pollution Control . If you answer "Yes" to any question, you must submit this form and the supplemental form listed in the parentheses following the question. Mark "X" in the box in the third column if the supplemental form is attached. If you answer "No" to each question, you need not submit any of these forms. ' Yes No Form Attached A. Is this facility an existing or proposed ' publicly owned treatment works which results in a discharge to surface waters X of the Commonwealth? (Form 2A) ' B. Does or will this facility (either existing or proposed) include a concen- X trated animal feeding operation or aquatic ' animal production facility which results in a discharge to the surface waters of the Commonwealth? (Form 26) C. Does or will this facility result in a discharge to surface waters of the Commonwealth other than those described X in A or B above? (Form 2C) r ' 314 CMR: DIVISION OF WATER POLLUTION CONTROL 1 ' D. Is this facility an existing or proposed treatment works which results in a discharge only of treated sewage to the X ' land surface or to the ground waters of the Commonwealth? (Form GW=A) E. Does or will this facility include a con- ' centrated animal feeding operation or aquatic animal production facility which X results in a discharge to the land surfac ' or ground waters of the Commonwealth? (Form GW-B) F. Does or will this facility result to a discharge to the land surface or the ground waters of the Commonwealth other X X than those described in D or E above? (Form GW-C) 7. Is thi's a RCRA facility as defined in 314 CMR 8.03? Yes No X If yes, submit the information on Form HW contained in 314 CMR 8.20 in ' accordance with the provisions of 314 CMR 8.08. ' B. INDUSTRIAL CLASSIFICATION - List, in descending order of significance, the four (4) digit standard ' industrial classification (SIC ) codes which best describe your faci- lity in terms of the principal products or services you produce or provide. Also, specify each classification in words. ' SIC CODE SPECIFY A. 2099 Food Preparations , Not Elsewhere Classified t B. (Potato Chips) C. D. 1 + t i 1 ' 314 CMR: DIVISION OF WATER POLLUTION CONTROL 1 , t9. FACILITY OPERATOR - Give the name, as it is legally referred to, of the person, firm, ' public organization, or other entity which operates the facility described in this application. If the facility owner is also the operator, write owner and list. mailing address only if different from that listed in number 1 above. A. Name Cape Cod Potato Chips . Inc. - Owner ' B. Mailing Address Street City State Zip OWNERSHIP STATUS Individual Private x ' Corporation x Public Partnership Other Other ' 10. LOCATION OF FACILITY - ' A. Is the facility located on Indian Lands? Yes No X ' B. Provide a topographic map or maps of the area extending at least to one mile beyond the property boundaries of the facility which clearly show the following: Enclosed in attached Geohydrologic Report . The legal boundaries of the facility; ' The location and serial number of each of your existing and pro- posed intake and discharge structures; ' All hazardous waste management facilities; All springs and surface water bodies in the area, plus -all drinking water wells within one mile of the facility which are identified in the public record or otherwise known to you. If an intake or discharge structure, hazardous waste disposal site, or; injection well associated with the facility is located more than one mile from the plant, include it on the map, if possible. If not, ' attach additional sheets describing the location of the structure, disposal site, or well , and identify the U.S. Geological Survey (or other ) map corresponding to the location. t t314 CMR: DIVISION Of, WATER POLLUTION CONTROL ' On each map, include the map scale, meridian arrow showing north, and latitude and longitude to the nearest whole second. On all maps of ' rivers, show the direction of the current, and in tidal waters, show the directions of the ebb and flow tides . Use a 1-112 minute series map published by the U.S. Geologic Survey. 11. NATURE OF BUSINESS Briefly describe the nature of your business, include products pro- duced or services provided. Production of Potato chips . ' 12. WATER SUPPLY DATA - A. List sources of water supply, and annual water consumption for the ' past 5 years. Year ' Water Sources 1_. 2. 3. 4. 5. 1. N/A - This application i.s being submitted for a proposed ' 2. facility . 3. TOTAL: B. Please show the location of your water sources on the map described in paragraph 1. ' 13. CEP.TIFICATION - "1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in actor- dance with a system designed to assure that qualified personnel pro- perly gather and evaluate the information submitted. Based on my '. inquiry of the person or persons who manage the system, or those per- sons directly responsible for gathering the information, the infor- mation submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,_ including the possibility of fine and imprisonment for knowing violations." 1 , Stephen Bernard _ es-ident Printed Name off WpHcant Tile Signature of Applicant Date S gne Daniel R. Hudson, P . E . Process Engineer 215 363-9500 Name of Preparer Tat Telephone No. t ' 314 CMIR: DIVISION OF WATER POLLUTION CJNTR.)L .. i 5.26: Form GW-C Ground Water Discharge ' 9 APPLICATION NO. t DATE RECEIVED COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRON14ENTAL QUALITY ENGINEERING DIVISION OF WATER POLLUTION CONTROL APPLICATION FOR PERMIT TO DISCHARGE TO THE GROUND ' To be filed by persons engaged in manufacturing, mining or any activity producing industrial wastes. ' Do not attempt to complete this form before reading the accompanying instructions. i ' - Please type or print - 1 . NAME, ADDRESS, LOCATION, AND TELEPHONE NUMBER OF FACILITY PRODUCING THE ' OISCNARGE - ' A. Name Cape Cod Potato Chips , Inc . B. Mailing Address Street 104 Enterprise Road City Hyannis State MA Zip 02601 C. Location Street Independence DriveCity Hyannis ' D. Telephone No. 17 - 775 - 3358 2. TREATMENT FACILITY - A. B. C. Identification ' Number General Description Location 001 Biological Treatment Facili On-site 314 Ci',R: L:-1`dISION OI" VA, . POL.LUi --.1 CONH �UL 3. FLOWS, SOURCES OF POLLUTION Al-10 TREATMENT TECHNOLOGIES - Please refer to the t attached Concept Engineeringg Report . A. Attach a line drawing shov;,ing the water flow through the facility. Indicate sources of intake water, operations contributing ' wastewater to the effluent, and treatment units labeled to correspond to the more defined descriptions in Item B. Construct a water balance on the line drawing by showing average flows between ' intakes, operations, treatment units, and outfalls . If a water balance cannot be determined (e.g. for certain mining activities ), provide a pictorial description of the nature and amount of any ' sources of water and any collection or treatment measures . B. For each discharge, provide a description of: please refer to the attached ' Concept Engineering Report . . ( 1 ) All operations contributing wastewater to the effluent, including process wastewater, sewage, cooling water, and storm water runoff; ' (2) The average flow contributed by each operation; and ( 3) The treatment received by the wastewater. Continue on addi- tional sheets if necessary. I- 2. . identification Operations Contributing Flow ' Number a. Operations , b. Average Flow Treatment ' Please refer to the attached Concept Engineering Report 1 1 C. Except for storm water runoff, leaks, or spills , are any of the ' discharges described in item 3A or B intermittent or seasonal? Yes (Complete the following table) No x ' 314 CMR: DIVISION OFiWATER POLLUTION CONTROL t 1. 2. 3. 4. ' Frequency Flow a. b. a. b. C. Operations Days Months ' Identification Contributing Per Per Flow Total Number Flow Week Year Rate Volume Duration 4. MAXIMUM PRODUCTION - A. List the quantity which represents an actual measurement of your maximum level of production, and indicate the affected treatment facility. Please indicate terms and units used. Identification i Number of Treatment Quantity Unit of Operations, Product Facility Affected Per Day Measure Material , Etc. 001 20 ,000 Poundsj 5. IMPROVEMENTS - Are now you required b Federal State or local authorityto meet I Y q Y any any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in . ' this application? This includes but is not limited to, permit con- ditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions. Yes' (Complete the following table) No x (Go to Item 6) 314 CMR: DIVISION OF WATER POLLUTION CO.'ITROL 1 2. 4. Description Identification Final ' of Order Number of Affected Description Compliancc . or Agreement Treatment Facility of Project Date 1 1 I ' 6. EFFLUENT LIMITATIONS A. List any pollutant which you know or have' reason to believe is discharged or may be discharged from the treatment facilities. For every pollutant you list, briefly describe the reason you believe it to be present, its approximate concentration in the discharge ' and any analytical data in your possession which will support your statement. Additional wastewater analysis may be required as part, of this application. ' 1. 2. 3. 4. 5. Identification Available Number of Maximum Analytical ' Treatment Facility Pollutant Concentration Source Data 001 BODS 30 Potatoes TSS 30 Potatoes ' Sodium 10 Potatoes Total 500-750 Potatoes Dissolve Solids Nitrate 10 Potatoes Nitrogen ' Data is .for pr posed oper tion - please refer to ttached Concept Engine( ring Report . Expressed in ' milligrams pe liter . B. Are your operations such that your raw materials , processes, or ' ' products can reasonably be expected to vary so that your discharges of pollutants may during the next five years exceed three times the approxi.mate concentrations reported in item 6A? ' Yes (Please explain below) No X 314 UiR : DIVISION OF WATER ('OLLUTI'jti' CONTROL ' D. Are you planning on adding any new processes over the next five years? ' Yes (Please explain below) No X 1 C. Are hazardous wastes generated at your facility? Yes (Please explain below) No X B. Are organic compounds used at your facility? ' Yes (Piease' explain below) No X 1 ' 7. BIOLOGICAL TOXICITY TESTING DATA - A. Do you have any knowledge or reason to .believe that any biological ' test for acute or chronic toxicity has been made on any of the discharges within the .last three years? ' Yes (Please explain below) No x 8. CONTRACT ANALYSIS INFORMATION - ' A. Were any of the analyses or testing reported in items 6A or 7A per formed by a contract laboratory or consulting firm? ' Yes (Please,, explain below) No X i ' Data is for proposed facility . t ' 1 ' 311 C:4.4: DIVISION OF WATER POLLUTION CONTROL 1 t4. �. 2. 3.Name of Laboratory Pollutant or Consultant Address _Telephone Analyzed ' 9. IMPACT OF DISCHARGE A. Are you seeking a reclassification of the ground waters impacted by your discharge? ' Yes No x If the answer to this question is yes, additional information should be submitted pursuant to 314 CMR 6.00, the Massachusetts Ground Water Quality Standards. B. Are there any private drinking water supply wells within 2500 feet ' or any public drinking water supply wells within one mile of the discharge area? ' Yes x (Please list below) No Please refer to attached hydrogeologic report . ' Well Type of Well Status Safe Yield Location (Public/Private) (Active/Inactive) of Well t 314 CF1I1: DIV I S ION OF WATER rOLLUT IOII CORThOL tC. Has a hydrogeologic study been performed to determine the potential impact on the ground water of the discharge or activity? Yes X (Please attach a copy) No 10. APPROVAL OF TREATMENT WORKS - A. Have plans and specifications for the treatment works been approved by the Department or, if approved prior to July 1975, the Department of Public Health? Please attach copy of plans and spe- cifications. if available, and a copy of the approval letter. The attached Concept Engineering Report is Yes being submitted to obtain approval-in- NO X principle prior to proceeding with ' detailed desi n . B. When did or when will these discharges begn? Summer 1984 (date) ' C. Location and method of wastewater treatment solids disposal Please refer to attached Concept Engineering Report ' 11. Are there any ground water monitoring wells currently in place in the vicinity of the discharge or proposed discharge? ' Yes (Please attach information on the type and location of the wells and available monitoring data) No X 12. Do you own the property at the discharge site? ' Yes x No (Please explain) 13. CERTIFICATION - 1 "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a ' system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly ' responsible for gathering the information, the information submitted Is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for sub- mitting false information, including the possibility of fine and imprisonment for knowing violations." Stephen Bernard President Printed Name of App cant Tit T e ' ignatu e o Ap 1icant Date Signed Daniel R . Hudson, P . E. Process Engineer ( 215) . 363-9500 ' Name of Preparer Title Telephone No. CONCEPT ENGINEERING REPORT 1 WASTEWATER TREATMENT FACILITY 1 . 1 1 . 1 1 1 ' r C�►.PE COD Potato 1 �ps Hyannis, Massachusetts 1 1 1 i 1 1 C.E.MOORE tEnvironmental Consultants 1 1 CONCEPT ENGINEERING REPORT ' WASTEWATER MANAGEMENT CAPE COD POTATO CHIPS , INC. Hyannis , Massachusetts 1 May 1984 1 1 Prepared by ' C.E.MOORE , INC. Environmental Consultants t 407 W. Lincoln Highway Exton , Pennsylvania TABLE OF CONTENTS t ' Section Page 1 .0 INTRODUCTION 1 ' 2. 0 PROBLEM DEFINITION 2 ' 2. 1 Projected Wastewater Sources , 2-7 Quantities , and Characteristics 2. 2 Discharge Requirements 8 ' 3. 0 PROPOSED WASTEWATER MANAGEMENT PROGRAM 9 3 . 1 In-plant Waste Segregation and Reduction 9-11 ' 3. 2 Description of Treatment Facility 12-21 3 . 3 Solids Handling 22-23 3.4 Operation and Maintenance 24 ' APPENDIX - TABLES AND FIGURES t Table I - Projected Wastewater 25 Characteristics Table II - Analytical Data - Enterprise 26 Road Plant ' Simplified Process Diagram 27 Flow Schematic - Treatment Facility 28 1 1 I , SECTION I ' INTRODUCTION ' Cape Cod Potato Chips Inc. owns and operates a potato chip processing plant presently located at 104 Enterprise Road ' in Hyannis , Massachusetts. . The firm is proposing to relocate ' its operation to a new processing plant to be constructed in Independence Park , an industrial park located in Hyannis ' approximately one half mile from the site of the existing facility . There is no public sewerage at the new location , therefore, ' it will be necessary to provide on-site wastewater treatment . Since there are no streams at the location , subsurface disposal ' of the effluent is proposed. ' The Massachusetts Department of Environmental Quality Engineer- ing (DEQE) requires that a groundwater discharge permit be obtained from the Division' of. Water Pollution Control . C.E. ' Moore , Inc . was retained to design an appropriate wastewater treatment system and to prepare the permit application . This Concept Engineering Report was prepared in order to obtain ' approval-in-principle from DEQE for the treatment concept herein described prior- to proceeding with detailed design of ' the facility . ' A report containing background geohydrologic information on the site was prepared by BSC/Cape Cod Survey Consultants and ' will be submitted with the permit application. ' SECTION 2 PROBLEM DEFINITION 2. 1 WASTEWATER SOURCES, QUANTITIES AND CHARACTERISTICS ' 2. 1 . 1 Wastewater Sources The water to be used at the facility will be municipal ' water purchased from the Barnstable Fire District . ' Sanitary wastewater will be segregated from the industrial wastewater and discharged to an on-site septic system. Sanitary facilities will include ' hand washing sinks , toilets and showers. ' Potatoes will be delivered by truck and stored in bins prior to processing . From the bins the potatoes ' will pass through a dry-brushing machine for removal of sand and soil and after brushing, will be conveyed ' to a hydrolift-destoner. This device consists of a ' water-filled hopper and vertical rotating auger. As the potatoes enter the unit , rocks and stones will ' drop to the bottom of the hopper and the potatoes will be lifted by the auger into the peeler. The peeler consists of parallel , horizontally mounted, ' abrasive cylinders which abrade the skin from the ' potatoes. Water is continually sprayed into the unit to remove the pulverized peels and to clean the surface ' of the cylinders. -2- ' After peeling, the potatoes will be conveyed across a sorting table where they will be visually inspected ' and any substandard potatoes will be rejected. ' The potatoes will then enter a second hydrolift which will lift them onto a conveyor which will transport ' them to the frying room. This hydrolift will also ' provide a final rinsing of the peeled potatoes. ' Potatoes: on the conveyor will be diverted to slicers mounted above the fryers and the sliced potatoes will ' drop directly into the fryers. ' When the chips have been thoroughly cooked they will be raked from the fryer onto a tilting chute which will ' transfer them into "spinners" . These devices use centrifugal force to remove excess oil from the chips. ' The chips will then be placed onto a conveyor and ' transported to the packing room where they will be seasoned, packaged, and placed into cartons for shipping. 1 , In order to ensure a high degree of plant sanitation , ' a thorough plant cleanup will be conducted each day , usually on the third shift . Cleanup will consist primarily of steam cleaning the ' fryer kettles and washing floors and processing equip ment . -3- ' In summary , the sources of industrial wastewater include the following: ' I . Hydrolift-destoner and hydrolift ' 2. Potato peeler 3. Plant cleanup -4- 2. 1 . 2 Wastewater Quantities Wastewater generation at the new plant will differ ' from the existing plant in that hydrolifts and a much larger peeler will be utilized. Due to the larger ' size of the new facility , plant cleanup will also ' involve the use of larger quantities of water. The capacity of the peeler and hydrolifts as expressed ' in pounds of potatoes per hour, will greatly exceed that of the frying equipment . Therefore , the peelers and hydrolifts will not run continuously . Solenoid valves will be used to control water feed ' to the peelers and hydrolifts so that water will be supplied only when potatoes are being processed by the ' equipment . ' The processing plant will be in operation for two shifts ( 16 hours) per day and plant cleanup will be ' conducted during the third shift . The water usage for the various pieces of equipment is estimated as follows: ' Instantaneous Actual Run Total Flow Equipment Flow Rate Time (Hrs. /Day) GPD (Gals. /Day) Hydrolift- 4. GPM 8 1920 ' Destoner Peeler 8 GPM 8 3840 -5- Instantaneous Actual Run Total Flow . Equipment Flow Rate Time (Hrs. /Day) GPD (Gals. /Day) Hydrolift 3 GPM 8 1440 ' Pressure Washer 5 GPM 6 1500 (Plant Cleanup) ' TOTAL 8700 GPD During seasonal periods of peak production , processing may ' be increased to 24 hours per day thus increasing total . ' daily flows by fifty ( 50) percent to 12,500 GPD. To allow for additional miscellaneous use of water and ' future expansion , the treatment facility will be designed to meet effluent discharge criteria at a maximum flow ' rate of 15 ,000 GPD. 1 t -6- ' 2. 1 . 3 Wastewater Characteristics C.E .Moore, Inc. has extensive experience with treat- ment of potato chip processing wastewater. Utilizing ' this experience, the raw wastewater characteristics have been projected and are presented in Table I . ' A small , batch type peeler is in use at the existing production plant and a rotating screen is used to remove gross solids from the peeler effluent . Several ' composite samples of the screen effluent were collected and analyzed and the results of these analyses are presented in Table II . ' The screened peeler effluent at the new facility will have a lower concentration of contaminants as a result of more efficient screening and mixingwith the relatively Y ' cleaner hydrolift effluent . ' As explained in Section 3. 1 of this report , the new potato chip plant and the operational and cleaning ' procedures will be designed to provide for in-plant waste segregation and reduction . These steps will tresult in much lower concentrations of sodium, detergents and other contaminants than are typically encountered in potato chip processing wastewaters. 1 1 ' 2. 2 Discharge Requirements Since it is proposed to discharge the treated effluent ' to the ground, a groundwater discharge permit must be obtained from the Massachusetts Department of Environ- mental Quality Engineering (DEQE) . DEQE personnel have ' indicated that , in accordance with 310 CMR 5.00, the following discharge criteria will be established: ' Maximum Allowable Parameter Concentration mg/L ' Biochemical Oxygen Demand (BODS) 30. Suspended Solids 30. ' Total Dissolved Solids 1000. ' Nitrate Nitrogen 10. Total Nitrogen 15. ' Sodium 20. Oil and Grease 15. 1 ' -8- 1 1 SECTION 3 WASTEWATER MANAGEMENT PROGRAM ' 3. 1 IN-PLANT WASTE SEGREGATION AND REDUCTION t The new potato chip plant will incorporate design ,features and modified production procedures in order to reduce the contaminants that will enter the wastewater. ' The potatoes will be brushed prior to peeling to reduce the amount of earth and soil that clings to the potato. 1 This is a dry procedure that will prevent large amounts of inorganic and colloidal suspended solids from enter- ing the wastewater. ! The combined effluents from the destoner, hydrolifts , and peeler will be passed through an in-plant , fine mesh ' screen to remove coarse solids. These solids will ' consist entirely of potato matter and some inorganic solids and will be hauled off-site to an animal feeding ' or composting operation , or landfilled. ' The potato chips will be cooked in cottonseed oil . In the frying room it is nearly certain that some oil will ' be spilled onto the floor and will enter the wastewater during plant cleanup. Therefore , all floor drainage in the plant will be collected separately and directed ' through an oil separator prior to mixing with the process water from the peeler and hydrolifts. 1 ' The fryers will be cleaned each day and are designed so that they can be completely drained and the oil stored for reuse. In order to reduce the in-plant use of detergents, the empty fryers will be steam cleaned. The effluent discharge criteria include a sodium limit ' of 20 milligrams per liter (mg/L) . Sodium is a highly ' soluble contaminant that cannot be removed by conventional, treatment systems. Sources of sodium in typical potato chip plant wastewater include the salting of chips and the use of caustic (sodium hydroxide) cleaners. Very ' little sodium is present from the peeling of potatoes. In order to eliminate the necessity for a very expensive ' treatment step such as Reverse Osmosis , the sodium concentration will be controlled by establishing production and cleanup procedures that will guarantee that sodium does not enter the wastewater. This will ' be accomplished by implementing the following procedures: ' Salt will be applied to the chips at a single location . The equipment that is in contact ' with the salt and the salted chips will be dry-cleaned by vacuuming and wiping with ' disposable cloths. The floor in the room where the salt is applied will be vacuumed or swept prior to wet cleaning. p p e i g. -10- All cleaning chemicals will be examined to determine sodium content . Should it be ' necessary to utilize a high pH, typically caustic cleaner , there are cleaners available ' that contain potassium hydroxide instead of sodium hydroxide. • Steam cleaning will be utilized in place of ' detergent cleaning. • If it should be necessary to adjust pH of ' process or wastewater , calcium based chemicals such as lime will be used rather than sodium based chemicals such as caustic soda, baking ' soda, or soda ash . 1 -11- ' 3. 2 DESCRIPTION OF TREATMENT FACILITY In order to consistently produce an effluent that meets ' the proposed discharge criteria, the treatment facility will include primary clarification; flow equalization; ' two-stage biological , combined g , carbon oxidation and ' nitrification; biological denitrification; and mixed- media filtration. A general description of the functions of each unit ' process is presented in Section 3. 2. 1 ; specific design criteria are presented in Section 3. 2 . 2. 3. 2. 1 General Description ' Screened process wastewater and effluent from the oil separator will flow by gravity to a 1 collection sump where it will be pumped -to the ' primary clarifier. A significant portion of the total BOD, Suspended Solids (SS) , and nitrogen ' in the wastewater exists as settleable solids ' which can be readily removed as sludge. Primary clarification will reduce BOD, SS , and total ' nitrogen concentrations by 50 , 75 , and 20 percent ; respectively. Anticipated primary clarifier effluent characteristics are presented in Table ' I in Appendix I . -12- t ' The clarifier will be equipped with a mechanical skimmer and sludge collector flight to remove ' scum and floating oils from the surface of the ' clarifier and to scrape settled solids toward the sludge draw off line. Skimmings and sludge ' will be conveyed to the sludge holding tank. tPrimary clarifier effluent will flow by gravity to the aerated flow equalization tank. The ' function of this unit is to provide a steady flow rate and consistent chemical quality of ' wastewater to subsequent treatment units. It ' will also provide the capability to store waste- water temporarily , and when operated as an ' aerated tank with one day ' s detention time, significant BOD reduction will be achieved. SS concentrations will increase as the BOD is ' converted into biological solids, therefore , it is expected that equalization tank effluent ' will exhibit average BOD and SS concentrations of 800 and 800 mg/L, respectively. In order to provide a large margin of safety , to ' allow for unexpected circumstances, and to reduce ' operator time and effort , the basis of design of subsequent treatment units will be based on ' characteristics of the primary clarifier effluent . ' -13- Should pH adjustment and nutrient addition be required to promote biological activity , the point of addition will be the equalization tank. ' Equalization tank effluent will be pumped to the artificial media trickling filter. In this ' unit wastewater will be sprayed over a honeycombed arrangement of convoluted plastic sheeting (media) . A bacterial slime will grow on the media and consume organic contaminants as the wastewater trickles over it . This unit will be designed to ' provide for a minimum BOD removal of 60 percent ; ' SS will also be reduced by an average of 40 percent . Biological activity is temperature dependent and ' trickling filters have a tendency to cool the water. Therefore, the trickling filter will be ' enclosed in such a manner as to maintain a wastewater temperature of at least sixty degrees Fahrenheit (15. 5°C) . Wastewater will be collected and recirculated over the media several times. This will increase treatment efficiency by diluting ' the wastewater being applied and by providing sufficient flow to maintain wet conditions in ' the media. Trickling filter effluent BOD and SS ' -14- concentrations' are expected to average less than 600 and 400 mg/L, respectively. Trickling filter effluent will flow by gravity ' to the aeration tank of the activated sludge system. A culture of microorganisms or activated : sludge will be maintained in the aeration tank to degrade BOD remaining in the trickling filter effluent and to convert it into biological solids that can be removed by gravity settling. Flow from the aeration tank will enter the secondary clarifier where the solids will settle by ' gravity and will be returned to the aeration tank to further degrade incoming wastewater. ' The clarified portion of the liquid will flow over a weir at the surface of the tank. Occasionally excess biological solids will be ' removed or "wasted" from the system to the sludge holding tank. In addition to reducing BOD and SS concentrations , specialized nitrifying bacteria in the activated sludge will convert remaining ammonia and organic tnitrogen to nitrate nitrogen. Aeration tank detention times and wastewater temperatures will be sufficient to insure nearly complete ' -1 - 5 ' nitrification. Approximately 30 percent of the total influent nitrogen will be removed ' as ammonia released during aeration and as waste sludge. Secondary clarifier effluent will flow by gravity ' to the collection sump of a fluidized bed, ' biological denitrification reactor. The unit consists basically of a cylindrical tank con- taining a bed of sand. Wastewater is pumped upwards through the sand at a velocity sufficient ' ' to cause motion or fluidization of the bed. The ' sand particles serve as a substrate upon which bacteria grow and as the wastewater containing ' nitrate or nitrite passes through the reactor, the bacteria reduce these compounds to nitrogen ' gas. Methanol is added to the influent as a carbon source for the bacteria. The bed expands ' as the sand becomes coated with the bac terial ' growth. The heavily coated sand is pumped from the reactor to remove the excess growth by ' agitating the particles . The cleaned sand is ' returned to the reactor and the excess solids are returned to the equalization tank. Effluent ' from the unit is recycled through the unit to ' -16- 1 1 ' increase treatment efficiency and to maintain sufficient flow to fluidize the sand bed. The effluent from the denitrification reactor twill be virtually nitrogen free and will contain. concentrations of BOD and SS generally less than 20 and 30 mg/L, respectively. However, in order ' to ensure consistent compliance with the stringent discharge requirements, and to allow ' for process upsets , effluent from the denitrifica- tion reactor will be passed through a pressure 1 sand filter. Solids which accumulate on the ' surface of the filter will be backwashed to the flow equalization tank. ' The final effluent will be discharged to the ' ground via a system of on-site leaching trenches designed in accordance with parameters set forth ' in Title 5 of the DEQE State. Environmental. Code. ' A flow monitor-recorder will be installed to accurately measure the flow through the plant . 1 1 -17- 3. 2. 2 Major Unit Sizes of Treatment Equipment 1 . Oil Separator (Grease Trap) Number of Units One ' Capacity 2,000 gallons Construction Concrete ' Skimmer ( 1 ) Manual Detention Time at Peak 3. 3 hours ' Flow (20 gpm) 2. Primary Clarifier Number of Units One ' Configuration Circular; center feed , peripheral discharge ' Construction Concrete or Steel Design Criteria at Maximum Flow (15 ,000 gpd) Surface Settling Rate Not to Exceed t300 gal . /ft . 2/day Weir Loading Rate Not to Exceed ' 1200 gal . /ft . /day Mechanism Continuous Skimmer and Sludge Collector tFlight 3. Equalization Tank ' Number of Units One ' Configuration Rectangular Construction Steel Working Capacity 12,000 gallons -18- i ' 3. Equalization Tank continued q (continued) Aeration Diffused Air Diffusers Sanitaire, Non- clog Type Capacity 100 scfm (sufficient ' to provide 8 scfm per 1 ,000 gallons storage) 4 . Trickling Filter Number of Units One r Construction Concrete or Steel ' Mode of Operation Super Rate Media Munter' s Biodeck ' 27060 or Equivalent Type Corrugated PVC Sheeting Volume 2100 ft . 3 ' Specific Surface Area 30 f t . 2/f t .3 5. Aeration Tank ' Number of Units One ' Mode of Operation Extended Aeration Configuration Rectangular, baffled ' to ensure plug flow Construction Steel ' Capacity 40,000 gallons Design Parameters at Maximum Flow ( 15 ,000 gpd) Detention Time 2.6 Days tLoading - lb. BOD5/1000 14 ft3 -19- 1 5. Aeration Tank (continued) ' Aeration Diffused Air Diffusers Sanitaire ; Non ' clog Type Blowers Rotary Lobe , Positive Displace- ' ment Capacity Maximum 350 scfm: Sufficient to provide in excess of 2 lbs. 02 per ' lb. BOD plus 4 .6 lbs. 02 per lb. TKN t6 . Secondary Clarifier Number of Units One ' Configuration Circular• center feed, peripheral ' discharge Construction Steel ' Design Parameters at Maximum Flow ( 15,000 gpd) Surface Settling Rate Not to Exceed 300 gal . /ft . 2/day ' Weir Loading Rate Not to Exceed 1200 gal./ft . /day Mechanism Continuous Skimmer and Sludge Collector Flight ' 7. Denitrification Reactor ' Number of Units One Type Biological , Anoxic , ' Fluidized Bed Configuration Cylindrical Column 1 -20- t7. Denitrification Reactor continued ' Construction Steel Chemical Feed Methanol (as carbon source) 8. Sludge Holding Tank tNumber of Units One ' Configuration Rectangular or Circular Construction Steel Working Capacity 10,000 gallons Aeration Diffused Air Diffusers Sanitaire, Non- clog Type Capacity 180 scfm, Sufficient ' to provide 2. 3 lbs. of 02 per lb . volatile solids per day ' Estimated Sludge 500 gal . /day (average) Production 1000 gal . /day (maximum) Holding Capacity 12-20 days 9. Pressure Sand Filter ' Number of Units One Design Capacity 25,000 gpd Media Sand and ' Anthracite Backwash Automatic 1 ' -21- ' 3. 3 SOLIDS HANDLING Three types of solids will be generated as a result of ' wastewater treatment . These are: 1 . Screenings from the combined peeler and hydrolift effluent . ' 2. Primary sludge. 3. Waste activated sludge. t The screenings will be transported off site to either ' an animal feeding or topsoil composting operation or landfilled. Primary and waste activated sludge will be stored in a 10,000 gallon aerated sludge holding tank. Aeration capacity will be sufficient to permit some biological digestion of the solids as well as to ensure the tprevention of objectionable odors. The tank will be equipped to permit decanting of ' supernatant. . Occasionallythe aeration to the unit ' will be shut off allowing the solids to settle. The relatively clear liquid or supernatant will be decanted from the upper portion of the tank and returned to the ' flow equalization tank. This will permit the solids concentration .of the sludge to be increased prior to ' hauling and greatly reduce the volume of sludge which must be removed. i -22- tSludge disposal will include one or a combination of the following options: ' 1 . Hauling to a municipal wastewater facility ' that has sludge dewatering capabilities. 2. Transporting the sludge to a local topsoil tcomposting operation. 3. Land application on either golf courses or ' agricultural land. ' Under Massachusetts regulation 310 CMR 32.00, the sludge would be classified as a Type II sludge. Since no ' sanitary waste is present in the sludge, no pathogens twould be expected. Therefore, a variance from the stabilization requirements will be requested in order to land apply the sludge. 1 ' -23- 1 3.4 OPERATION AND MAINTENANCE An operation services firm will be contracted to start-up ' and operate the plant for a period of at least one year. ' During this first year, an Operations and Maintenance Manual will be prepared and will include but will not ' be limited to: 1 . General description of the treatment process. ' 2. Maintenance and trouble shooting guidelines. 3. Emergency procedures. 4 . Equipment manufacturers data. A staffing plan will be prepared and presented to DEQE for review prior to commencing operation of the facility . Based on preliminary review of "Rules and Regulations for ' Certification f o Operators of Wastewater Treatment ' Facilities" it appears that the treatment facility will be classified as a Class IV facility. ' -24- 1 1 1 1 � aPPEno,. 1 1 1 1 1 1 1 1 1 TABLE I PROJECTED WASTEWATER CHARACTERISTICS ' Raw Wastewater Primary Clarifier (After In-plant Screening) Effluent ' Average Maximum Average Maximum PH 6. 5 7. 5 6.0 7.0 BOD5 3 ,000 5 ,000 1,500 2,000 ' COD 5,000 8 ,000 2 ,400 3 ,200 Total Suspended 3 ,000 4 ,000 400 600 ' Solids Total Dissolved 1 ,200 1 ,500 1 ,200 1 ,500 Solids Volatile 800 900 800 900 Dissolved Solids ' Total Nitrogen 250 300 200 250 Sodium 10 10 10 10 tOil & Grease 40 40 20 20 ' Daily Flow (GPD) 10,000 15,000 10,000 15 ,000 ' All values except pH expressed in milligrams per liter. t -25- 1 ' TABLE II CAPE COD POTATO CHIPS INC. ' Enterprise Road Plant PEELER DISCHARGE AFTER SCREENING 1 Date: 1/18/84 1/27/84 2/l/84' 2/10/84 ' Type: Grab Grab 8-Hour 8-Hour Composite Composite ' pH 5. 5 Alkalinity 125 --- Conductivity 1750 --- Oil and Grease <5 <5 Settleable Solids 93 ml/L/hr. ' BODS 2450 2100 2030 3450 COD 3700 7040 --- Chloride 50 98 .4 --- Sulfate 8 . 51 <5 Total Suspended 7260 7000 5470 9480 ' Solids Volatile Suspended 5260 3830 4300 Solids ' Total Dissolved 1412 1600 Solids Volatile Dissolved 796 786 ' Solids Ammonia Nitrogen 10.9 14 .4 (NH3-N) ' Nitrite Nitrogen <0. 1 < .01 <0.2 (NO2-N) Nitrate Nitrogen <0. 1 < .01 0.85 ' (NO3-N) Total Kjeldahl 302 246 Nitrogen (TKN) ' Calcium 1 . 14 1 .87 Magnesium 31 .18 17.8 Phosphorus (as P) 11 .4 7.68 --- Sodium 10.2 11 .7 ' -26- 1 , t µ „ _ a r a y :- „ - - , .. .�FL T0' O, UNDf RFLOWx fROM, _ EFFLUEN T. .fROM _ s= .'. _ OIL:_.'.SEPARATOR ,. . . :-: ,� . .. ., :SCREENING .,, . 1 TAN K i t h LIZATION I •+ -4 t .. �:i.i'�; y -4' ., � :r ':' .' .' .: -� aJ y ep. r :. .. . : . - .. GAS T0. �— ' ,ATMOSPHERE , t �tETURN SLCtDbE >c� IV _ 2 AW a v • ,,. _ . o • e' a �, ,� +;` f, T .T T T. 7 T ? T T 7. l T" T AERATED %FLOW =T#�ICKLtNG= ACTLVATED .S4UDGE SECONDARY f_LUIDIZED I EO PR i MARY -.. t Ct,ARI_FIER E:QUALCZATION fILTER EXTENDED.AERATION a . __CLARIFLER .IQENITRIFICATIOIN EFFLI�ENT TO GROUND RRES URIZED ES .: .-TANK -TANK. 1 REACTOR IK!►ITH" S ;.vta LEAQH�NG TRENCH SANO FI"LTER { IItETHAfiIOL FEED 1NASTE '_"f MARY - SLUDGE �._ WASTE_" _ I .ACTIVATED: SLUDGE DECANT SUPERNATANT- TO F1EAD' OF .#SLANT { • - - - T. T 'r T" T AERATED -SLUDGE „ HOLDING TANK SLUDGE TO OFF-SITE DISPOSAL APE D -POT = 1C. ;r . T,ifNATiC LtVlf� 14AlW RO DATE: 3=2&-'84 S�IAWN B1E 8>CLARKE C.:;E:AIiRE' !NC. , y t d � , A!t-U.N.1 C I P:.A L V1lTf.R y 10. r �. w i k r. , r 1,500 GPD 2,500 GPD { 4,00Q GPD =2'000 GPD 4,500 GPD , -s SANITARY PLANT POTATO HYD'ROL1 T .: . . HYDROLIFT F.A C! C I T I ES CLEAN—UP P - PEELER 011E STORE R y '.: O 1 L C RE E-N IN:G - SEPAWATO'R - TO 'ON-SITE SEPTIC- 'SYSTEM' -1500 GPD - UNDfRFLOW S0L1.flS TO Of SITE -MAL 1N�EEE1 6 OPERATION ' TO WASTE VEGETABLE TO -ON-SITE 01 L -STORAGE TANKASTI:WATER fiRE Al*M E N T ' FACILITY 10,.000 GPD: t l V �- -P-RaCES S : :WATER Sa" P! E�ED FLOW SCHEMATM SAT E ,..p;A G£.`IMODRE _{NC. ►�t�o.'ar' F: s u��cE` _ ,. 61 t BSCCape Cod Survey Consultants (617) 775 7155 P.O. Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 1 Preliminary Background Information for Groundwater ' Discharge Permit Application: Cape Cod Potato Chip, Hyannis MA ' A division of Boston Survey Consultants, Inc. Branch offices throughout Southeastern New England Planning Surveying Design Engineering BSCCape Cod Survey Consultants (617) 775-7155 ' P.O. Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 ' April 17 , 1984 ' Dan Hudson C.E. Moore, Inc. ' 470 W. Lincoln Highway Exton, PA 19341 RE: Background Geohydrologic Information ' Independence Park Area Hyannis, MA 02601 ' Our File No. 03-1288 Dear Dan: ' Enclosed please find the geohydrologic information you asked for to accompany your plant plan designs to the DEQE Division of Water Pollution Control . These are furnished to you as ' base data for preliminary permitting purposes . I fully anticipate that the Division of Water Pollution Control will require greater detail and site specific investigations and ' monitoring before issuing any formal groundwater discharge permit. Hopefully, alternate discharge plans directly to the ' Barnstable treatment facility via a sewer line will prevail . If you have any questions regarding this information please ' contact me immediately. Very truly yours, BSC/Cape Cod Survey Consultants t i e Peggy Collins., R.S. tGeologist ' A division of Boston Survey Consultants, Inc. Branch offices throughout Southeastern New England Planning Surveying Design Engineering ' TABLE OF CONTENTS tLetter of Transmittal ' Section Page 1 .0 INTRODUCTION ' 1 .1 Location 1-1 1 .2 General Background 1-1 ' 1 .3 Purpose 1-1 2 .0 SOILS ' 2 . 1 U.S. Soil Conservation Service Classification 2-1 ' 2 .2 Onsite Soils Investigation 2-1 2.3 Significance 2-1 3 .0 GROUNDWATER CHARACTERISTICS 3 .1 Elevation and Assumed Flow Net 3-1 ' 3 .2 Recharge Area Delineation & Calculation 3-1 3 .3 Water Quality Characteristics 3-5 1 t Cape CM Survey Consultants Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 ' LIST OF FIGURES ' Figure Page 1-1 U.S.G.S. Locus Map 1-2 1-2 U.S. Soil Conservation Service Locus Photo 1-3 t2-1 U.S. Soil Conservation Service Soils Locus Map 2-2 t 2-2 Soil Log BSC/Cape Cod Survey Consultants 2-4 2-3 Soil Log David Thulin 2-5 3-1 Elevation of Water Table 3-2 3-2 CCPEDC Zones of Contribution 3-3 3-3 Depth to Water Table 3-4 3-4 Groundwater Recharge Zones 3-6 ' L E LIST OF TABLES Table Page 2-1 U.S . Soil Conservation Service , ' Soil Property Characteristics 2-3 3-1 Water Quality In Public Water tSupplies 1976 3-7 3-2 DEQE Water Quality Analyses 1984 ; Barnstable Fire District Wells 3-8 ' 3-3 U.S .G.S . Water Quality 1971-1983 3-9 Capp Cod 'Survey Consultants Box 56 16 Enterprise Road Hyannis, Massachusetts 02601 1 .0 INTRODUCTION 1 .1 Location The site locus is as indicated on Figure 1-1 , the Hyannis , Massachusetts U.S .G.S. Quadrangle . The site lies within that area of the Town of Barnstable desig- nated as the Independence Industrial Park. As can be seen in Figure 1-2 , the site lies in a largely undevel- oped area immediately upgradient of the Barnstable ' Municipal Airport. This undeveloped area is recognized as constituting the overlapping zones of recharge for many of the Town of Barnstable municipal well fields. ' 1 .2 General Background Since October of 1983 , the Commonwealth of Massachusetts, ' through its Department of Environmental Quality Engineering Division of Water Pollution Control has been charged with permitting any discharge of industrial wastes to the groundwaters of the Commonwealth. In order ' even to attempt to properly protect these groundwater resources the Division has established permit application submission guidelines that include but are not limited to 1 ) providing available baseline geohydrologic data; 2) detailing existing onsite soils and groundwater characteristics; and 3 ) outlining future monitoring t programs designed to provide the necessary information to assess continuing environmental impacts relating to . implementation and operation of the proposed project. ' 1 .3 Purpose ' The purpose of this report is to provide preliminary baseline geohydrologic data. This data includes 1 ) soils information on file with public agencies and onsite test logs; and 2) available groundwater information relative to water table elevation, flow net, zones of contribution to municipal well supplies, quality analyses, and gross quantification of onsite recharge . It is anticipated ' that additional information will be required by the Division of Water Pollution Control as the proposed project progresses through the required permitting ' procedures. 1-1 Cape Cora Survey Consultants Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 1 CAPE COD SURVEY ENVIRONMENTAL CONSULTANTS 76 ENTERPRISE RD. ' HYANNIS , MA. 02601 S rky bs f° .ems_ � . I, "'• J n (Oo 0 �' ,-��- 0 1• /, , n� ,1 I�\ S �ns,�af71t4 Jy_ - o [91e kf�.----(�-. � �K� ' •,lei, ,/ 1 U ��` t \� �� •° `c-.1g o'�d--= 1 'F' � \7VP��-l./I• 'a7 a ;I(`-'i�' ;�� �' / - ,.,,, )// !: r� �` it i � y, d1�B _ .✓i _, 1 � o O� �� 2 �o�=�r�.,� .�1,. .�-s.1'� ✓J���jl;�.s� 1 r:,, _fJ ( �.�RI[- •�(7<, n i(i' �� `� �''�`` 77 50 -- ••�.,yr ._ 4::!. �f 0 GO �-�°G - 11 �� a �„ / o I p �lx c. 0;T RPbnd � 00 rive-inY V. -S, O heatero, P6 O li � �� I-'gip � •:II P,p I(` .�.._. ::--p.. _�� �❑--- J5 n 11 o .uhsiat"° 1 -till, VA werf rr J. , i , �a •� a n ' •'d C® O ❑ R LE! ICIPA A ` f4 10, All _0 mD \n d °OCR. o d., ~' Q •r '—C.� � o u �/ if 8 n, C. I saI . I•rXI o ° <5 •. l \✓,-I X watei �Giavem 9h ar�,1 / W D d .g• u Pits n k -_ .Its � �3v ' e •�; O v" Fr E_ NVIf'� {.iN MF I !, 1 r < T .1NT �—` i f:� E N 1 � F�, {•' f', `, E f'Z L H 1 Ga N �� I � M n u' !� f�� 1 ♦ �i� j ,` ,'ate' r� � i y� � �A ,�a '" r .. >' 1•. I' ILI rl .�.r. -a�'�� I� � �� !� r �` 116.,� r '` w L - �i�i7_ ��r Y�f+i•C��i. "s +. a� =r. rl > �. j�-r"�"=')� � �� Y'�.l a �' �!' � �1 �I • !'7►"1's1 1 77;��I '� ;.,`! Y r' �.' 1, • !I ,y ,�T' ./ fl �•°. I�•t� A I �j;,� te4r! ``�> �:� ..y. ,ti ,� � ` •� '._ �tt1' :`h;. ? h, e• t �=� �'' � i +��3`t4 tir,o.:•i � r a _ ,l ] •art ''�a., yam. L.� >�` �r •. "I�" ,r+U e, t+ `�t• �� ,�a' �iJ.'d"-rl'YIl•'di` �� a �-- r �:r `r ,• .a. <� !�ie•�+�'i"-1'.�'•' A' !4.1. �La��7y � - � � ; yF - .�a>:r ..l..+Is `� -- �+'• ; Aid ,.. t .r� ,�. � .,a`• `<�: le ' —' r� � •••rriiirrrt •�: � •�A� r W. I t h f , �� �- � J ice'" �� ' My.s' • �� � � ':r I :1 "i'�� :•'! � <yI �: {' _ N .•nt' .I \ p�iA � •,�' I`iii , r'k/t� !I � I x�t��r� �/..� , �)"Ir - J � ., •• Zr n'.•^ i�� , J � '+� t. " .1� �,� �� � • �� la, . • f' r ' .yam � i. I �`" • d � l • � � "�� I y i}'•� 1 it• � �" '�: � L'f• , ' �` ���,..� - air, ��" _ ,�, '�� y L . L i'Y i, ,,,J✓ ,•+u�•�1; ;.C". �.;. . .•ear. ,�fi►n.... .. .-,�,. �.L:.�r+�•.�c..., .1-... ..w�... 'Y' n, I i ' 2 .0 SOILS 2.1 U.S. Soil Conservation Service Classification The soils within the immediate site area have been mapped and classified by the U.S. Soil Conservation Service as Hinckley soils, see Figure 2-1 and Table 2-1 . These are defined as "excessively drained soils that formed in deep deposits of stratified sand and gravel derived mainly from granite , gneiss , and quartzite. They are on gently ' sloping to moderately steep terraces. Hinckley soils have gravelly sandy loam surface soils and sandy and gravelly subsoils . They are underlain at a depth of about 18 inches by stratified sand and gravel . They usually contain moderate amounts of cobblestones in the underlying material ." ' 2 .2 Onsite Soils Investigations Two separate onsite soil test pits were dug . The first, ' conducted by David Thulin, was evacuated to 20 feet . No water was encountered and the soils stratification showed medium to coarse grain sands and gravels with some ' cobbles up to a 6 inch diameter. The second , witnessed and logged by BSC/Cape Cod Survey Consultants, was evacuated to 18 feet: No water was encountered and the soils stratification showed mixed sands and coarse gravels with some bedding of the sands. These soil logs ar,e included in this report as Figures 2-2 and 2-3 . 2 .3 Significance The significance of ' the observed and mapped soils data ' for this site relates to its ability to transmit water through the zones of aeration to the water table and into the zone of saturation (groundwater) . As observed the percolation rate is faster than two minutes per inch. ' This allows for maximum infiltration of discharge water through the leaching facility into the filtering soil environment. Soils of this type are directly correlative ' to those closely monitored by the U.S. Geologic Survey in their recent findings relating to th Otis Plume (Open File Report 820274 ) . Groundwater movement characteristic ' of these soils ranges between .8 to 2 .3 feet per day. Generally these characteristics are recognized as desir- able for the effective functioning and maintenance of an ' onsite leaching facility, particularly - as in the case of this site - when combined with a sufficient depth to groundwater. 2-1 Cape Cod Survey Consultants Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 CAPE COD SURVEY ENVIRONMENTAL CONSULTANTS B/�C ' 76 ENTERPRISE RD. HYANNIS , MA. 02601 S. 1 �� -.. pan - ' �:. -:: . :.. . : • . � ob Yr I t rx K A c t� j 6► A i SO hl t rx 36- A y S! � A t r !1 aloe is 4 r n A u R L3 R N A ' A cp ,all it Z`p {' - FIGURE 2-1 ' SOILS LOCUS MAP U.S. SOILS CONSERVATION SERVICE PROJ. . NO._ . . .. _ . -- _._ SKEET N9� THE FOLLOWING IS/ARE THE- BEST IMAGES FROM POOR QUALITY ORIGINALS) A- 1111 _F I M 7_�C&L DATA extent of soils Sources Seasonal Water Soil Property Characteristics- Surface School . high and eptic Com. & Indus. of sand U.S . Soil Cons. Service tank- runoff sites water sewer Per- t On-mite Home Exssting Woodlands name Acres cent sewage sewage sites wetlands and table lines disposal disposal gravel Map sym,", Severe Slight High Severe Mod. Modera 81�-A Belgrade silt loam, 176 0.4 Severe Severe Moderate Poor (wetness) shallow (wetness) (wetness) ►� Mod. Moderate • 0-3% slopes 7�6 1 . „ �� Moderate Poor Severe Slight High shallow h g _B Belgrade silt loam, 9 3-8% slopes Severe Good Severe Moderate .High Severe Shallow Severe 85-A Raynham silt loam, 378 0.9 Severe Severe (wetness) 0-3a% slopes (wetness) (wetness) (wetness) Severe good Severe Se sere 1rer.T Severe Shallow Severe 0.3 Severe Levu e Sev__ 7e=�' 86-A Birdsall silt loam, �� nigh (wetness) 0-3% Slopes (wetness) (wetness) (wet:-less) (mineral) I '; Severe Severe Severe Very good Severe Severe Very Severe Shallow Severe i 99 Fresh water marsh __ .-.__ :L0 �., high (wetness)) (wetness) (wetness) (wetness) (organic) _. -_ _ _-- -- -- - t,. S v- � Severe Deep Moderate 123-A Nantucket fine sandy loam, 6 1/ Severe Severe Moderate Poor Severe Slight '.ig'. (hardpan) ((hardpan) n Deep Modera. 0-3% slopes (hardpan)„ ;, Moderate Poor Severe Slight High D_e 123-8 Nantucket fine sandy loa-�+, 43 0.1 3-8% slopes 8 1./ „ �► Moderate Poor Severe Slight High " Deep Moderat 123-C Nantucket fine sandy lca_-rl; k 8-15% slopes T .�_ g,-; Deep 1 amy sand 440 1 -� �:,; �.�i0"t •-=-o-- t Poor Slight Mz: dera+e Low �—s.. , 136-AziinckLey gravelly0 •1 ���.." 04- - 's 0-3� slopes Poor •:t ?,operate �7Ta Moderate pep Slight .. „ 338 0.8 21i6:.t lodera..e c�ght `i=`g' - 36-B H`^csley gravel . l, ,.,f sand, 3-8% slopes W :8 Mo r Poo: Slight- Moderate LO .federate weep '`2odc�rate .li ?_o ie_ :•a o r de_ate g.:t. �a c,_a.e 136-0 "Hinckley gravelly -cam r- =a~_c, - 8-15% slopes =ca-" 745 1 .8 Moderate Moderate Moderate Poor Severe Moderate Low Moderate Deep 212-B 41c�ccest?r very stonyModerat sand, 3-8% slopes Deep - -T.r Moderate Moderate Moderate Pour Severe Moderate Low Moderate 212-C Gloucester very* stony ioa-ny �0� 3�7 sand, 8-15% slopes : Severe Deep 212-D Gloucester very stony loamy 434 1 .1 Severe Severe Moderate Poor Severe Moderate Low (slope) 1 -2 slopes (slope) (slope) pep .. Xoder' y. A. JOB o. �. ,.. ECT Bernard Property PARTY TION Hyannis Dreyitis C A P E C O D� s C INSPECTOR SURVEY CONSULTANTA e 76 ENTERPRISE ROAD ..•� HER Sunny GATE HYANNIS MASS. 02601 ,►�: i TP 11 1 s�...� .� ,✓,ar �,�a �xt�.w.rsirt : __,_' .: .�,.�/�► T P" GAD. ELEV 6RD.ELEV._ ' *S. ELEV w S ELEV veswc 404kbe a e -4=61' O HUMUS --------------------------- ' 1 SUBSOIL . --------------------------- ' COARSE GRAVEL WITH f ' SOME SAND BEDDING EVIDENCED • T 11 NO WATER ENCOUNTERED 0 1812 TPe TPe w,ar svpPgy' START PRESOAK ' END PNEsoAK TIME AT IZ OR t 1 SHOW PEAC. TIME AT Oq ( OBSERVED RATE LESS NOTE ON ' THAN 2 MINUTES PER SOIL . LOG TIME R AT � t tLAPSEO TIME Ir - IC INCH RATE MIN / IN GADUND WATER OBSERVATIONS: • 8"Sonal Maximum ground water elevation • observed ground water elevation >asr eoC.,.s,er✓ • sample...locationand number FILL SITET OF SHLE" TT/ tT1T 1 1 j #ION' C No. A. SAGE DAT�i'A- J 6 3 JCANT, /` �� FEE G . SS - .i TELEPHONE NO. (Non-�efun able TELEPHONE NO. SCHEDULED Y Applicant's signature SOIL LOG VISION NAME_ _ �►� _ DATE V)GG � TIME %"00 ANON ARy�jj��: YES NO I ~` 'rt. i.' ENGINEER .N L �. ,.. fATERLPRIVATE WELL ..ii!; ��i BOARD OF HEALTH k4r4u a►'os EXCAVATOR "'CH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: ' 1 rp& • 1 I f 1 ' 7?1 Ice Zc C TION RATE: _ ' _ ?.5.i��L�1-S%h�*I TOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: ZAltos stwvY CAM 2 -jp 3 sAH4 �4t TP L 3 3 4 4 ' 6 6 r,kNj,.1Z - SAND G1ZA1/li�. 7 —_ 10 j;. DAVID 10 _. 3 : C. J ' 11 - 2 Y 11 12 LAY6" ps ►-jj1'2 op eivI& O S/�Nt-J HAD 64ZPvkl� 13 � ,•,�f,,•(.•/�j�t -i 13 . ,� ray�. G✓�t�a Tv L '+ ;� 14 c.�..Ya.�. 14 a5 15 „ ��' 15 1 16 Nij 16 ILE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS LEACHING 'TRENCHES i JABLE FOR SUB-SURFACE SEWAGE. REASONS: E ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION: AL: COMPLETED IN ENTIRETY By P. E._ AND RETURNED TO BOARD OF HEALTH •• RETAINED BY APPLICANT 't FIGURE 2-3 2-5 3 .0 GROUNDWATER CHARACTERISTICS ' 3 .1 Regional Groundwater Elevation and Flow Net Trends Over the last 10-15 years the U.S. Geologic Survey in ' cooperation with the Cape Cod Planning and Economic Development Commission has undertaken an extensive mapping and monitoring program of the Cape' s groundwater ' resource. Some of the results are included as Figures 3-1 , 3-2, and 3-3 of this report. Figure 3-1 represents a gross approximation of the elevation of the water table which has been further refined in Figure 3-2. As mapped the water table within the proposed project area is in excess of 30 feet above sea level , see contour line on Figure 3-2 . Figure 3-3 shows the inferred depth to the ` ' water table as ranging between 10-50 feet below the surface. Test pits conducteI onsite show no water was encountered to a depth of 20- feet . Available informa- tion suggests the water table to fluctuate between 20-30 feet below the ground surface at this site. Figures 3-1 and 3-2 also show the projected groundwater divide zone and flow net directions. As mapped , natural groundwater flow from the proposed site would be to the northeast . However, it is presumed that the pumping cone ' of influence from the Barnstable Fire District Well #2 may cause some aberration to this suggested natural flow direction causing actual groundwater flow from the site to trend more toward an easterly direction. The amount of influence to flow direction of the groundwater would obviously depend on the frequency and volume of municipal ' well pumpage. Presently this influence is highly vari- able due to non-consistent pumpage. However, it should be noted that the Fire District does intend to develop t more wells within this area, which may in fact be sited westerly of the present well which lies approximately 1500 feet to the east of the proposed site. ' 3 .2 Recharge Area Delineation In terms of regional significance it is an accepted fact ' that the entire undeveloped surface area of Cape Cod acts as a recharge zone to the underlying aquifer, or ground- water supply. However, it is recognized , as in Figure 3-4 , that some area recharge at a higher rate than others. The proposed site area lies within the highest recharge zone. Average recharge rates of 13 inches per year have been most frequently used for purposes of ' generalization although ranges between 12 to 18 inches per year have been accepted. Using the 13 inch rate , annual recharge over a one acre site equals 352 ,981 ' gallons per year which then can be averaged out to 967 gallons of water are recharged per day on an acre of land. ' 3-1 Cape Cod Survey Consultants Box 56 76 Enterprise Road 'Hyannis, Massachusetts 02601 M1101111 . 11111100 Mmin M mm mom PROVINCETOWW\ f The Altitude of the Groundwater Table Above Mean Sea Level May 23-27, 1976 ELEVATION OF WATER TABLE TRURO 0 0 60 feet 40 feet WELLFLE 20 feet _ 0 feet (Mean Sea Level) ) 1� EASTHAM i O i Groundwater Divide BOURNE ••••••••• � ORLEAN Inferred Regional Direction I BREWSTER of Groundwater Flow SANDWICH DENNIS (At right angles to contour lines. Only a few lines : Qo are drawn, since they — exist in infinite numbers 1 _ o / • e'.: : "/� i throughout the map.) i� � r � �i� i'� o—"��-., � � � ;�: •�—� p P• G J �, Since the water table fluctuates on a seasonal basis. the elevation of the water table may _ ,✓� t Q HARWICH / CHATHAM be higher or lower at other times of the year. oe Coastal well levels are subject to daily tidal fluctuations. YARMOUTH BARNSTABLE ' Due to the small scale. this map should not • i. be substituted for detailed.site evaluation. Source: LeBlanc. D.R., and Guswa. J.H.. 1977, Water Table Map of D MASHPEE Cape Cod. M8SS8ChUSBIfS: FALMOUTH �' =�:�" U S.G.S. Open-File Report 77-419. , Bono+Un.rn�,CMIo•r•Mc Sr.icn lb 19)9 FIGURE 3-1 3-2 PROVINCETOWN s Inferred Depth to Water Table TRURO O DEPTH TO WATER TABLE , 0 feet 10 feet 50 feet WELLFLEET 100 feet EASTHAM BOURNE ORLEANS Y / I BREWSTER � SANDWICH DENNIS Q 1 e 40 This map is based on data compiled from topographic quadrangle maps of Cape Cod and the water table map of Cape Cod. The water table depth data were computed from ground- , O g water contours of May 23-27. 1976. iv C� t a t , t� O t ! r G HARWICH/ CHATHAM Due to the small scale. this map should not be 1 `j used as a substitute for detailed site evaluation YARMOUTH BARNSTABLE OB � Sources: LeBlanc. D.R. and Guswa. J.H.. 1977. r Water Table Map of Cape Cod. t Massachusetts: U S.G.S. Open-File MASHPEE Report 77-419. FALMOUTH �.. U.S. Geological Survey Topographic n!9o;' �.e Quadrangle Maps of Cape Cod. e.u« w..«....c...v.a� s..... 919 t FT(7 VRF 3-3 3-4 This obviously provides for a significant amount of ' recharge within this area. . These recharge character- istics combined with the onsite geology result in the movement of large quantities of groundwater. This is ' significant both in terms of transmissivity, filtering capacity, and dilution. In terms of immediate localized impact it is recognized ' that the proposed project site is located within muni- cipal well zones of contribution, particularly in rela- tion to the Fire District Well #2 . However, as mentioned ' earlier, this well is not pumped on a continuous basis due to existing groundwater quality problems. Obviously, this drinking water supply source must be protected but more specific information regarding future development and/or purification plans must be assessed in terms of evaluating true environmental impact to the immediate ' groundwater supply from either public or private project development. 3 .3 Groundwater Quality Characteristics Assessment of current groundwater quality is made by using available DEQE analyses information from the nearby ' Barnstable Fire District municipal supply well #2. Data included as Tables 3-1 , 3-2 , and 3-3 represent testing results taken in 1976 , 1984 , and over a 1971-1983 time ' period. Generally speaking this data, due to the proxi- mity of the well and the developmental characteristics of the adjacent land areas is presumed to be representative ' of onsite conditions within this limited geohydrologic area. Except for high salt content, documentated as influenced t by road salting practices along Route 6 , the groundwater quality in this area is high . However , it should be noted that the seasonal fluctuation in salt content of this groundwater is the source of great concern to the Fire District and the DEQE . This has resulted in restricted use of this well . When in use , this water supply source is mixed with adjacent supplies so as to reduce salt levels. 1 3-5 Cape Cod Survey Consultants Box 56 76 Enterprise Road Hyannis, Massachusetts 02601 CAPE COD SURVEY ENVIRONMENTAL CONSULTANTS g � 76 ENTERPRISE RD. HYANNIS , MA. 02601 !� v 1 S - t�. r .:. ..... -ter•♦..M. ` ..... �,'..�.�• �:..... � ._.�. ... .. � 1 . w -... •.�.J- .::.Li.T- u-.Lr'{.-1 . ATLANTIC HIGH Recharge Rate ; (outwash plain deposits) MODERATE Recharge Rate 't'` OCEAN (morainal deposits) LOW Recharge Rate «r (beach and salt marsh deposits) 1 I - CAPE COD BAY i 1 NANTUCKET SOUND I i 0 5 Miles 0 5 Km. FIGURE 3-4 RECHARGE RATES PROD. N0. _. - -- 3-6 ... --SFLEET N4. M ,ABLE W IER QUALITY IN E d Milligrams per Liter a PUBLIC WATER SUPPLIES, 1976 z z 'A E ? N y o f c A ++L. 0 N .L O C rn v p City or Town Source O , o O u O vO.�S zO Barnstable - W. Co. G. P. Well Straightway 0 3 6.5 7 20 4.1 2.4 15 2.1 .04 .18 6.3 19 25 .21 3.2 .04 138 3 020-02G 2 G.P. Welts, Maher Field 0 0 5.8 •12 17 4.0 1.7 10 1.0 .28 .10 8.2 1 16 .03 0.6 .08 90 1 020-03G Well. Hyannisport 0 0 6.3 27 37 10 2.7 15 1.2 .00 .03 10 4 21 .01 1.9 .03 145 3 0 5 5.6 5 8 1.0 1.3 9.0 0.6 .30 .06 7.4 6 14 .OS 0.1 .00 65 1 020-04G G.P. Well Mary Dunn wl 3 17 .02 .2 .01 93 2 020-OSG G.P. Well Mary Dunn N2 6 15 6.1 10 12 2.3 1.4 16 1.2 .43 .08 10 1 020-06G G.P. Well Simmonds Pond 0 2 6.6 33 44 13 2.4 15 1.1 .00 .04 11 0 19 O1 1.4 .0 1 3 020-07G G.P. Well Maher Field, Elec. 0 0 6.0 11 15- 3.2 1.7 10 0.9 .25 .08 8.6 3 .13 .O1 0.5 .022 106 3 020-OID Tap in Water Dept. Office 1 2 6.6 36 45 16 1.4 10 1.1 .16 .04 9 7 17 .00 0.6 .17 134 3 Barnstable - Fire Dist. 020AOIG G.P. Well A1, Phinney's Lane 0 2 6.3 12 29 5.6 3.5 20 1.0 .02 .00 10 5 40 .00 1. . 17 3 020A02G G. P. Well A2 0 2 6.4 6 8 1.3 1.3 10 0.5 .03 .01 5 6 15 .00 0.11 .0022 71 3 020A01D Tap on System-Water Dep.Office 0 6 6.2 9 19• 3.8 2.3 15 0.8 .02 .00 7.2 0 23 .00 0.5 .08 .114 3 -j Barnstable - Cotuit 020801G Rt. 28 Pumping Station 0 0 5.9 7 8 1.4 0.9 7.5 0.6 .35 .03 2.0 1 14 .00 0.0 .00 58 1 020B02G G.P. Well A2, Old Kings Rd. 0 0 5.9 6 14 1.5 2.2 13 1.1 .01 O1 6.2 8 18 .00 1.1 .00 89 3 Electric Station /1 020803G G. P. Well, Diesel Sub-Sta. 0 0 5.7 5 14 2.5 1.8 11 1.3 .03 .04 4.5 10 15 .00 1.3 .00 86 3 off High St. 020B04G G. P. Well M3, Old Kings Rd. 0 1 5.8 6 12 1.3 2.0 13 1.4 .02 .04 6.0 0 18 .00 1.0 .06 83 3 Electric Sta. /2 0 0 5.8 5 13 1.8 2.0 13 1.4 .02 .02 5.3 5 16 .00 1.0 .08 86 2 02OB010 Tap on System, Coolidge St. Barnstable Centerville4sterville W. D. 11 1.7 1.7 8.3 0.8 .00 .00 5.1 6 15 .00 1.3 .05 80 1 66 1 02000IG 3 Gravel Packed Wells - Area 0 0 6.0 9 020005G Gravel Packed Well N9 -Lumbert 0 0 6.2 9 12 2.2 1.5 10 0.9 .00 .15 5.6 6 17 .00 1.3 OS 020006G Gravel Packed Well 010-Main St 0 3 6.3 9 20 4.3 2.2 11 1.6 .05 .01 7.8 13 19 .00 1.0 .03 102 2 on 020001D TapSystem W.D. Office 0 3 6.3 10 13 2.5 1.6 9.3 0.7 .01 .04 8.4 7 15 .00 1.0 0.6 80 2 Y Bourne W. 0. 036-OIG G.P. County Rd. We11,Pocassett 0 0 6.4 7 10 2.1 1.1 7 0.5 01 .00 8.0 4 12 .00 0.3 .03 58 3 --•- 036-02G G.P. Well Rt. 28A, Cataumet, 0. 2 6.4 10 13 2.8 1.4 15 0.7 .04 .00 7.4 4 25 .00 0. .03 96 3 0 4 6.4 8 10 .1 2.3-11 1.0 8.4 0.6 .05 .01 7.3 4 13- -.00 0.1 .04- 63-- .3- 036-03G G.P. Bourne Town Forest 0 1 6.0 8 l0 3.3 1.1 7.7 0.6 .00 I .00 7.3 4 12 .00 0.0 .02 58 3 036-010 Tap in Water Dist. Office TABLE 3-1 WATER QUALITY IN PUBLIC WATER SUPPLIES 1976 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING • ' WATER SUPPLY ANALYSIS r I (m9/ per liter) ' Barnstable _ Fire' Dist. COLLECTOR George A. Weir SOURCE A G.P.Well 01, Phinney's Lane - 020ROIG c. RCE B " " " #3, Rt. 132 - 020A03G RCE C " " " A2, - 020A02G RFCE,1VED S RCE D S" RCE E GF.B i;0 1984 f RCE F A . B _ ` kAAMPLE NO. 566472 473 474 TE OF COLLECTION 1/31/84 ATE OF RECEIPT 211/84 URBIDITY 0.4 0.2 0.2 EDIMENT 6 O O OLOR 5 0 0 ODOR _ 0 Q 0 H 6.1 6.1 5.8 ALKALINITY-'POTAL(CaCO3) PHOS. j 00 ---- • �O — HARDNESS(CaCO3) 21 J 11 13 1 CALCIUM(Ca) _ _ 3.8__ 1.7 1.8 MAGNESIUM(Mg) 2.6 1.6 2.0 SODIUM(Na) 21. 8.1 10. POTASSIUM (K) 1.0 ITT— IRON(Fe) .00 .06 .04 MANCANESE(Pin) .00 .0 ,0 SULFATE(SO4) 0 CHLORIDE(C1) 35 14 16 SPEC. COND. (micromhos!cm) 143 9 79 NITROGEN(AMMONIA) .00 .00 .00 NITROGEN(NITRATE) 0•. 0. 0.5 NITROGEN(NITRITE) .000 .000 .000 COPPER(Cu) •0 .0 .03 TABLE 3-2 3-8 r Wa s **c a� _ �� s i s "a 99'® Vol= KUmi � 1� STATION NAME OR LOCAL IDENTIFIER*AIM TO DCMO PUBLIC ! PLOT OP ►O062C•OECTIME SYMBOL USED IS K PLOT OF ►RE0620.0ECTIt1E -'SYMBOL USED IS • 7.00 6.00 $000 6.00 • �. 3.00 • ..,� 2.00 • 1.00 • K • • • 1 • i 0.00 I K K 1 -1.00 - 1 1 1 1 1 0 y 0 0' 0 0 0 0 0 0 0 0 0 7 1 W E e T 7 T ` s 6 7 B 0 O 1 2 3 1 2 3 • • O 0 o C o 0 O 0 0 0 0 _. m _ o 0 o ° ° o. o c. o o ° ° . _ . 0 0 . 0 °._._. _ _ TIME (IN YEARS) TABLE 3-3. BIBLIOGRAPHY N ' ' 1 . Brownlow, Arthur H. , Editor *Cape Cod Environmental ► ► P Atlas" . Department of Geology, Boston University 1979 2. Cape Cod Planning and Economic Development Commission "Draft Plan, Water Quality Management Plan/ELS ' for Cape Cod" 1978 . 3 . Cape Cod Planning and Economic Development Commission " Final Plan, Water Quality Management Plan/ELS for Cape Cod" 1978 . ' 4 . Cape Cod Planning and Economic Development Commission Water Table Contours and Public Water Supply Well Zones of Contribution Barnstable-Yarmouth. S . Mullen, Thomas Superintendent Barnstable Fire District , Oral Communication and File Reports, ' 6 . U .S . Soil Conservation ' Service Open Files and Soil Descriptions, Barnstable , Mass. 7 . U.S. Geologic Survey Open-File Report 82-274 "Sewage Plume in a Sand and Gravel Aquifer Cape Cod Massachusetts" prepared in Cooperation with Mass. DEQE Division of Water Pollution Control ' 1982. t Cape Cod Survey Consultants Box 56 76 Enterprise Road Hyannis, Massachusetts 02601: CAPE COD SURVEY ENVIRONMENTAL CONSULTANTS gKSC 76 ENTERPRISE RD. HYANNIS , MA, 02601 �• . _ #4 Cow - i ;.}, ri :rj. �::. .! fir:� :�:;:�• :•i. R j• xLj .��j ►: n'. ,y, !.'. •l. s.•: .�� :�i .l.•:.. :y:. A �•:::: jC3 VT : ( •V :•ij. : i •x• A: Y• 1,. µ •N� I�• 1 .r :y• •.Y• '��S?'r•::. iP�: .tf.. i 1 7• yy .� ids!''.': •. •� .� X'�:��• i• ' FIGURE 3-2 KEY ,Approx. Location Industrial Park Access Zone of Cgtribution for Well#2 Approx. Location Groundwater Divide r,t.. Approx. Locus, Proposed Site Projected Groundwater Flow Direc Groundwater Elevation Above Sea Level ' - _ c� &Mat* opw 0/ emm�t _OXIVW44newe 0/ emm�� ANTHONY D. CORTESE Sc. D .lo1l.0 eaW Re Commissioner 02346 PAUL T. ANDERSON ' ' � Regional Environmental Engineer �� 680-684 February 16, 1984 Attorney Michael D. Ford RE: SMAPCD--BARNSTABLE, Section 310 CMR 7.02 Mycock, Kilroy, Green & McLaughlin, P.C. Proposed Cape Cod Potato Chips, Inc. , 171 Main Street . Independence Park, Hyannis Hyannis, Massachusetts 02601 Dear Sir: The Division of Air Quality Control has reviewed your letter dated January 31 , 1984 regarding the proposed construction of th.e Cape Cod Potato Chips, Inc. plant to be located at Inde.pendence Park, Hyannis, Massachusetts. As a result of this review, please be informed that prior to the installation and operation of any equipment capable of emissions to the ambient air, written approval must be. granted by the Department in accordance with the provisions of 310 CMR 7.02. Should you have any questions re.lativ.e to th.is matter, please contact the Regional office. Very truly yours , For the Commissioner Vaughan M..Steeves, Chief Air Quality-.,,Control Section - - - ---- S/JJL/re cc: Board of Health. 397 Main St. Hyannis., MA 0.260-1 No.�:4._. FEjc...G...................... THE COMMONWEALTH OF MASSACHUSETTS ti BOARD OF HEALTH ..........................................OF................................................-----....------------.._....._........... r Appliration for Diipniial Mork.s Tonstrnr#ion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( a Individual Sewage Disposal System at: Location fdress or Lot No. Owner Address ..............2��Ee ............................................... .................................................................................................. Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type o= Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures .................................. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter__-_.._.--_____. Depth................ Disposal Trench—No. ................ . Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-� Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----•-•---------------------------••----••-•----....---............-----•---.....--•-•----........................---•--......................--••-•-•-..-•-- 0 Description of Soil........................................................................................................................................................................ U ---------------------- ...... W ............................................------------------.....---------------- ._......------... f U Nature of Repairs or Alterations—Answer when applicable_.._. !.- .....__ -----� . ................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TAITIIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be �iss d by the boar e _._.... .......... ............ ...._. l-...... ........ ....... r G tQ .� ./.......... D ApplicationApproved By--- ----..... ..... ......... .............................................................. •--..:�-�--- -- •�--- ate Application Disapprove or the owing reasons:............................................................................................................... ----------•---•------------------•--•---.-----------------•---......-----•------•-•......._.......---•--.---------•-------•-----------••...-•---...----------------------•-------------------......---•- Date PermitNo......................................................... Issued........................................................ Date No. '" FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF.................... ........................................._........................... Appliration for Diipuiittl larks Tomitrurtilan •erutit Application is hereby made for a Permit to Construct ( ) or Repair At Individual Sewage Disposal System at: . .............. , .. t. x....... ..: �.� . ... .... .r.../ .... ' , ---.................._. Location- dress or Lot No. . ..... .- ---- , r.. r... . ...........::....................................................................•-...........--- Owner . Address a --------------------------------------------------------------- ._.......--..----------•.....------------••---.............----•--...........••--•-------......._. Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No, of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures _________________________________ _ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. R: Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth............ Disposal Trench—No. ..................:. Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Description of Soil................. x 0 ----------------------- UNature of Repairs or Alterations—Answer when applicable......, ___ __ ....................� _ ........................... --------------------------------------------------•--=-----------------...----•-----........------••----.._..---------------------------------------•--•--------........__........_......-•--•.....----- Agreement: The undersigned agrees to:install the aforedescribed--Individual Sewage Disposal System in accordance with the provisions of TIT11Z 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by he boar f;k�alth. I ............. •---- ............ /emu Application Approved By-- - - ,=Application Disapprove r the owing reasons:..------------------------------------------------------------•--•----------•--•----------.....-----...._--_.. -•.............•-----•-----------••-•-------•----------------.....-------....-------------__:__........-----•-•--•-----•-•-•----•---------•-----..._------.-.--------------------------.....--•-------- p Date PermitNo.......................................................... Issued......................................................... Date THE COMMONWEALTH'OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF............_..................................................._.......... ,,...... (9rrtifirate d Toutplittna THIS IS TO CERTIFY, T at the Individual Sewage Disposal System constructed ( ) or Repaired by /,' In -er-----•. - •- ..................................... ------ at---- -- --- - ......................----- f� C ---...__ _ .....----------•--..._.._._..__.....-------- has been in7'fisposal accordanc with the provisions of,`�ITLj he State Sanitary Cod s cribed in the ? /� application Works Construction Permit N o.__81'- .t________,et_ ?„D._.____.... dated.... _ . '..................... THE ISSUANC OF THIS CERTIFICATE SHALL NOT BXCONSTRUED S A GUARANTEE THAT THE SYSTEM WIFU CTION SATISFACTORY. DATE._...7. Z �j ......... Inspecto THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF..................................................................................... . No...Y.._._...... ... FEE....' ............... i la at IV " Tfulnstrudivit Phrutit Permission is hereb granted ------- -------------•---•-.---••-•---------....------•---------------------•...._.._....------......................._.... to Construct n ivi al sposa y at No.------•. a"- ' -- --- .._::fit a . �- c -- -- ---•-•- -- r /l Street �j- as shown on the app'cation for Disposal Works Constr tion Permit No.___ __._.___ Dated_._, -_1J_ ......... u -----•-•-------------- ---- -- --------------------------------------------------- -----•---------- Board of Health DATE..--- _ �� 'J ..-----•-----------------• --........ I FORM 1255 A. M. SULKIN, INC., BOSTON 10 MASSACHUSETTS ENGINEERING COMPANY, INC. AVON INDUSTRIAL PARK, AVON, MASSACHUSETTS 02322 e .y�r�+(�/ - - TELEPHONE (617) 580-0550 (617) 773-7"7 No.A 004977 -�►�' y DecSALES TAXI . 1/ D 82 ❑ NO EXEMPT. NO. 19 YES r TYPE SHIP TO IF DIFFERENT THAN SOLD TO SOLD Cape Cod Potato Chip Co. Same 104 Enterprise Road To Hyannis, MA 02601 INVOICE DATE CVST.ORDER NO. DATE SHIPPED SHIP VIA CODE TERMS: NET 30 DAYS Our Truck 704' QUANTITY DESCRIPTION AS-MANNINOir • N 1 - 40000 gallon (v) vegetable oil tank 96" dia. X 96" high. all 1/4" plate per sketch 1 - 18" roof.manhole San8blast 6 wipe with Vegetable oil inside P I I � � w ❑ STRESS REL. re I std. d primer out ❑ X-RAY SAND BLAST SP-6 in i ❑ GALV. CEM. LINING F SPEC. PAINT Schedule: Tank L ® LINING -..� •o S8 A.S.M.E. CODE .Call ❑ ` net . Z �4���" Ec Call before delivery 1-775-3358 Steve Bernard • 04-1 TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS NAME ADDRESS �� �- is ��/.���5 GC� VILLAGE LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL ` oo t (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: l.f �`' 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS APPR-OVED i BarasUblo Con rvatioa CO®iee3OA Signed D to i • . *41, Number Fee 1137 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that CAPE COD POTATO CHIPS 100 BREED'S HILL ROAD, BARNSTABLE, MA a Is Hereby Granted a License' For: Storing or Handling 500 gallons or more of Hazardous Materials. This license is granted in conformity with the Statutes and ordinances relating thereto,and and expires 06/30/2020 unless sooner suspended or revoked. PAUL J.CANNIFF, D.M.D,CHAIRMAN r DONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO. Director of Public Health Ll f Town of Barnstable Inspectional Services BARNSTABLE v t w NSTNPLE•CENTER\.;l'•CWR•+.rµkl Public Health Division YSCYSNI5Ir,39-2G14: BUNStS;. BARNSrABLE, ` Thomas McKean, Director - i639. `0� X1 T 200 Main Street, Hyannis,MA 02601 0 Office: 508-862-4644 Fax: 508-790= 304 a . APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OFBARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS • GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS MY 1 st-JUNE 3 Oth). r APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.0.0 P§ 1/'I ChjL4� *A late charge of$10.00 will be assessed if payment is not received by July 1st. I_ �i�e 1. ASSESSOR'S MAP AND PARCEL NO. l.� 2. IS THIS A PERMIT RENEWAL? YES=NO. IF YES, SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES (25`GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: / 5po 0 A 45. NAME OF ESTABLISHMENT: C S 6. ADDRESS OF ESTABLISHMENT: nloo v ids A-111 MV V C44ti I A .4 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 8. TELEPHONE NUMBER OF ESTABLISHMENT: 9. EMAIL ADDRESS: � f� 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADD SS,AND TELEPHONE#OF: CORPORATION NAME -N� L S44C-kS FYI . LLB PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: • COMPANY ADDRESS j EMAIL: SIGNATURE OYAPPLICANT DATE �Application Forms�IIaz Mat App Revised 09- -18.d Q: o1 Corporation Name: • S-L Snacks MA, LLC 13515 Ballant ne Corporate Place Charlotte NC 28277 Y p Officers: Keith McLoughlin—Interim President&Chief Executive Officer Anthony P. DiSilvestro—Treasurer Gail Sharps Myers-Secretary • 1 as Number Fee 1137 THE COMMONWEALTH OF MASSACHUSETTS $150,00 Town of Barnstable Board of Health This is to Certify that - CAPE COD POTATO CHIPS � 100 BREED'S HILL ROAD, BARNSTABLE, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. -------- -------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2019 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. , 07/01/2018 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health `? Vowegu'AatoryofB� ns able � oflv emces 'THE Richard V. Scah, Director Public Health Division BARNSTABLE' • r �A = Thomas McKean, Director T MAS& p� 16191---2014 1� 0 �ll Main Street Hpaimis;!\ 02601 _, ..... -_ ...r ___� -- M.7 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE Ira HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY 1 st-JUNE 3 Oth). APPLICATION FEES CATEGORY 1 PERMIT 26- 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 jC v,$ n *A late charge of$10.00 will be assessed if payment is not received by July 1st 2 1. ASSESSOR'S MAP AND PARCEL NO. /9 J 2. IS THIS A PERMIT RENEWAL? YES_NO. IF YES, SHIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF • GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. ME 4. FULL NA OF APPLICANT: netc t/cs 1 1 iq, L L 5. NAME OF ESTABLISHMENT: _ l k 1P 66 L*\j s 6. ADDRESS OF ESTABLISHMENT: nQ t4J 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: 8. TELEPHONE NUMBER.OF ESTABLISHMENT: 5b S-' -7 7 6--- 3 57 9. EMAIL ADDRESS: J!5pooneF0 5Oyd#-rs I Anc o- tcom 10. SOLEOWNER:j&YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME 5 e e, PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PAR . NAME: TELEPHONE#: • COMPANY AD S EMAIL: SIGNATURE OF APPLICANT DATE 7 e 1// Q:\AppdicationFormsUiAZMATAPP2017PE ED. Corporation Name: • S-L Snacks MA, LLC 13515 Ballantyne Corporate Place, Charlotte NC 28277 z Officers: Keith McLoughlin—Interim President&Chief Executive Officer Anthony P. DiSilvestro—Treasurer Gail Sharps Myers-Secretary Number Fee 1137 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that CAPE COD POTATO CHIPS 100 BREED'S HILL ROAD, BARNSTABLE, MA a Is Hereby Granted a License For: Storing or Handling 500 gallons or more.of Hazardous Materials. -------------------------------------_---------------------------------------, ----- ----------------------------------------------------------- -- -- ------- ----- --- - ------- ---- ------ -- - -------- ------- -------- --- ------------------------------------------------------ This license is granted in conformity with the Statutes and ordinances relating there to,and. and expires 06/30/2018 unless sooner suspended or revoked. -------------------------- - PAUL J.CANNIFF,D.M.D,CHAIRMAN. . DONALD A.GUADAGNOLI,M.D. 07/01/2017 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health { T&Aor ervic ble Richard V. Scalii,,eDrector r ,. Public Health Division B�tNSTABL _ Thomas McKean,Director ® , 200 Main Street,Hyannis,MA 02601T r -� Office: 508-862-4644 r' Fax: 508-790-630�9 i APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE • i HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER e08, - HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS DULY 1st—JUNE 30th). APPLICATION FEES • CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 .0, CATEGORY 3 PERMIT 500 or more Gallons. $150.00 V, *A late charge of$10.00 will be assessed if vayment is not received by July 1st 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? . YES NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES(25 GALLONS)? YES NO. . . ' • 4. FULL NAME OF APPLICANT: . S�L 5'�``�('`'S AI A F �-� C 5. NAME OF ESTABLISHMENT: q e, C rJ /�o C D S, I,,^y I�vl; _ 6. ADDRESS OF ESTABLISHMENT:,- 100 . 6r e y d S 14 j Jl Rd i4 yU 6; , 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE:' S. TELEPHONE NUMBER OF ESTABLISHMENT: 9. EMAIL ADDRESS: 6 r-u e 5 d,kl oX( Sr r.' ce c,rn,`r tl ec � an'y �r wj�� �•� 10.,SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME' PRESIDENT s r TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: 'TELEPHONE#: COMPANY ADDRESS ENTAIL: SIGNATURE OF APPLICANT DATE_ • Q:\Application PormS\HAZMAT APP 2017 REVIS .docx F Corporation Name: S-L Snacks MA, LLC, 13515 Ballantyne Corporate Place, Charlotte, NC 28277 ` Officers: Brian 1. Driscoll-Interim President and Chief Executive Officer Alexander W. Pease-Executive Vice President and Chief Financial Officer Margaret E.Wicklund-Vice President,Treasurer, Controller and Assistant Secretary Gail Sharps Myers -Secretary • J L Number Fee 1137 THE COMMONWEALTH OF MASSACHUSETTS $150.00 " Town of Barnstable Board of Health This is to Certify that CAPE COD POTATO CHIPS C 100 BREED'S HILL ROAD, BARNSTABLE, MA Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and ' and expires 06/30/2017 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/2016 JUNI@HI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Town of Barnstable • �tMME► Regulatory Services Richard V. Scali,Director &11R"'ffr"BM ' Public Health Division �� BARNSTABLE ibg9. `0� ��'\, �`B""wnsre"s°°uis�osr�77�n�iieCDwNa°rennsve � x` 1639-5 Thomas McKean Director r 5 � . 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 `' Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS;ALL BUSINESSES,THAT HANDLE OR STORE.HAZARDOUS ,! MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY' I st-JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 CATEGORY 2 PERMIT •111 —499 Gallons: -$125.00 ❑ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 *. 0 ! r;r`° r A late charge of$10.00 will be assessed if payment is not received by July 1st. ASSESSORS-MAP AND'TARCEL_NO. DATE ' o�' �lP FULL NA OF APPLICANT: dG�CIC$" YY1 4� Z�L• ME / ;< - - - -- NAME OF ESTABLISHMENT: P�' CLd C1�� ADDRESS OF ESTABLISHMENT: . 100 B Kea` �U-11 P" w MAILING ADDRESS (IF DIFFERENT): TELEPHONE NUMBER OF ESTABLISHMENT: go l- EMAIL ADDRESS: r'u SGh C-� 0 Sati�ta 6w,cman ; Ie rm;nQSn4d fgwe..earq SOLE OWNER: u YES X NO"- IF NO,NAME OF PARTNER:' FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME t PRESIDENT _ TREASURER CLERK • IF PREPARED BY OUTSIDE PARTY: ' JSIJXNATURE OF APPLICANT Name: Company Address elq Telephone#: Cult Yh&K", er- Email: Q:Wpplication Forms\HAZZAPP Revl6.docx Page 1 of 2 �Oo ��ecdS loll bad S M EA® (SEEPING YOU ORGANIZED 10334 2-153L MADE IN USA GET ORGANIZED AT SMEAD.COM OV Po-fo,7_6 Cj(',,qS i ZO S�;q G - �• .< y ., o V C#�VAPR1se-- anylls , moss. CIL icy ppQ icc_ sroRc- of L. ConChcft 1` TANK Block kL?VwgLA•TO D k�� _ _---K �Tc,L►cv� _ _---- `�AC� Irc . _ Roo Pwtre� tSIoN cJJoo�woR. �y1g b i v a so O , l /j/h. 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I r <, 1�r C•9 C 1+-a4 " }':dY its:Y''� N _ TJ:- '�'� ? { i,�r..� 1 IMn�.f.�+Y ��� !' �I..L R.-Y.. f,.^Y .-'•fir �. •"'f"�".�; i -�-4;. * ) _ S u y -.� i N - -r 1 �) t. r, y t PLICATIO OR PERCOLAT N TES AN OBS} YTS c r 11�4a - 1, �OCATION'�C �' _..o -,�, rs: '�=� � . ' `` I � . LLA ®0. .,; : :f ; DATA}'j- 6 PPLICANT � .$s� � , A FEE '� ®` . DDRESS - - rvwTELEPHONE NO. (Non-refundable 4NGINEEtj/� k TELEPHONE N0. ,• s 'ATE SCHEDULED Y ' ,� (Applicants signature s o 0 0 0 0 0 0 0 0 0 • . 0 0 o e o e e o e o 0 0 o e o o e o e o p®o 0_0 o.o o e •o..,.q,�,o;o.-e •e 0 0 0 0 e o•0 0'0 e•'•• 60 600 o • • e e • • • 1. . SOIL LOG ! .. ® ��-�-:I.,":i.:..-,.;,-...,�;..'-:I,�_..�-�-,.,-"`,.`"i S.'h C , - �' .r 3 UB DIVISION NAME y k f , ��� �, i , - DATE ,,,beZ 1 r1 �3 TIME Z:OU ` P";,� �j ,.` ,,T�r���K XPANSION AREA: YES NO -` P'1' . I- �. �, = ! .I. Li.!•o ENGLN ER :N'. . OWN WATERfRIVATE WELL` �� f� BOARD OF HEALTH _ �'U v r�v ��OS EXCAVATOR KETCH: (Street name,etc. , of lot, exact location of test holes and s percolation •tests, locate wetlands in proximity to test holes) HATES: . _ 43� ,, . �,. ...:. — . b .. - F •� .• ° { , ' � a €rat grs a.a «ds+riv'�C . ' o k I. . r , s` i 0 .. ......... _._._. _.._ . c- - I. $ I k�- . .• . . ! . ?°'�� .-:� . - I _:,.� - ' '.,.,:,,�'.. ' "'.' r - - 1. 0*..p . �� � � Q . /76J' OF,Jl/� O . 1lvb�&-[ ' . . ERCOLATION RATE: -By ?A' p 'T1�`!s L 11 veP�� r. S°n°� EST HOLE N0: ELEVATION: TEST HOLE NO: ELEVATION: . . . ; 2 �„ ado SA,.,o� �aK 2 TP 3 �Aei� C �-P 1. . 3 I 3 j - 5 5 TI' tMo rjw. - sANA 6 6 -g.av4;.t a SAND i 4eA-v1%s4. . . — . -- • . 7 __ _.. ... . . . .. . 7 `na & °_,-.. , _. . . . , 9 �.4 M6zV _ ,�P�,�N OF dt,�, �� .ry y� 10 _. 10 �' DAVID C. �, 11 No. IN ! . - .. 11 :� 29976 12 6.A v. ow as�,P 12 = A �F�iV/L O " 13 13 \\� YALE I 15 a,c°��s.: t,�° 15 �grt el 16 �oT Zv ilv w\-roEQ. 16 . J%TABLE FOR SUB-SURFACE SEWAGE: . LEACHING FIELD LEACH NI G PITS `r . LEACHING "TRENCHES®, . . .TSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: f ' 3TE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION . 2IGINAL: COMPLETED IN ENTIRE�'Y BY P. EBY AND�TURNED TO BOARD OF HEALTH ,PY: RETAINED BY APPLICANT f " ol 7. l ems- PZ 5 O'q ,..ytt:.s.r�, � l _._. E <y .-. l / l F \ I � J`d' 1 ...: n � �� , a,+* �,-?!' !.• Xy/'Rw ' - ` /A/ _ f 1 1 ; Lk7 l { QY{� ! v � � i , T/F 7' 'G = : { '' �°�� .Q �•" •�, `� iL - _ 4 �7""'V�/'.f� '`"'"r"�,`' *,�..x.-"•��f"`:.'r ., "`•f _.. �+'`'.�:-I', (',f,�,�,„ i 'r f 1 3 - F ^�`y �`� � � � �� W ✓''•�i'I'•`�.I ,F� r i\,f ��%V�.f�� 1 i{fJ �/ �f ly^' ,� .. � <.i �f Z f�,/i�'f x f y ... G./*,,,//'/y'r„�'t'"�>' 1"`jV' t /✓ //ram , } i 6 i L//..+I-L/ - {,/��.i'' ! t ".""�cl� �f'�, ,� � !,�/�l �+.� f '- ' ` r� -'a� -.r�: e•- �rp�4�.r y'�. �.+1.i`^'r L�r�'Y _.._..___ _.___.....i . r / Y' ��Y ' 'awl./ :'.d'«.s° 1r . F l • x V 1+I If F i y,J --� - - - . . .. µ`. .uy, `( 3y' t. ` a .Y ,.,. 1 , is N GENERAL NOTES ` PROJECT NO. c9 1. Existir$ site topography shown herein were obtained from a CV 1 survey prepared by Doyle' Engineering Associates Inc. _ ~� •--- -- _ _ - - - __ _ , -- -- - - - - -- - - \� registered land surveyors; Falmouth, Mistachusetts. �••+ V) �{ , 2. Property ,line coordinates are based on distances shown on Boyle Engineering-Associates Inc. survey/ dated March 5, 1984. _ + Before proceeding with building stakeout, contract surveyor I / � _ _ - _ - - - --- __ , - ._. � '' - � , / / /• / to re-establish property corners and report an,Y discrepancies U p to the, architect. 3. All aimensioris and or coordin Q , / ates refer to centerline of U - 00 street property line for site work and refer to face of wall Q . -_ _ _ �9 / 0� - i w,r+ 5 ' • ' - i / / for building work. CLLI o ,y�.. / i 4. Field check all dimensions and elevations before proceeding ¢ �� p / �� � � // /� with new work. V) U >N ` , c 3 `' -- - '� �' / - / _ ---- / 5. Street pavin' and curbs to remain shall be protected from �„� � a �,E0 ✓' { ,- = damage and i damaged shall be replaced to meet town s eci- - 3 y`� fications for" material p p W �tv' �• ,,,<. 1 _ 4,, GO t3 and werkmans�ip. Where new work ..._ cc 51NQ �/ - -- , -- ' ---�-• _� - �� �/` � � i adjoins existing construction, field check existing construe- 0 0 . / ✓' -� h � LG / Y / /�� tion prior to new construction. w 0 U_,zo Ole t; 6. The contractor shall provide for the orderly and saf 'thorough- fares. passage C!� 3 0 ° 59 is in areas where isoperations ut p li_.__ of traffic h abut public Q .�I ( fl� /XJ \ �-- // / � _ - / / � ,� - 58 7. The contractor shall subscribe to all government regulations " O I' / and obtain all permits except those furnished by the owner. r� p I ► � 1 °` ' _ Z ? 57 J , i — j 6 Freme and Gra>� or Cover 73 — ✓ i - - -- \ r � � � f�'� - ; �•, — \, - ,� ���• , ! � � /� WNW — 55 Rider SAC trot, 6 /. over Designed a For H 20 asding �, . � '� � � i G>• i � / � � 54 rnvA/ar2lFi 140 abut // //' i / .. 1 I i ( I // '• SN Pron a Arow� Enure Top 1 / QQ / i00of Crushed Stcv� k 53 Jo0 /� / 4 or OAo. //I" o o J/I"Jo /%t" Woshed / (\ ,� • , � / �} i / / ! /� O /ns^o'i Oro. \ \ / / i i ✓ e o 0 0 0 Cru9'ihed Stone O// 52 �p goo 0 0 0 6' oround, Free of Mons 00 a 0 0 Fines and Oast /n PA=* � / 0 0 0 0 0 0 0 �`�` HAROLD .�._7* Ors I71id o 0 0 0 0 0 0 0 WiLLIgM '1 3 Qt• +'1 / - , •, \ i ! ( ( , , -' ' f -.,k— ,• _ # H-�Loodin� 00000 o 0 0 0 0 /�rifi /40 F//tar fabric ( MOORS ( � "� -�f ry l Arot"d Ent/re Perimeter `3 No. WIS 00000e 000000 ' er 72 "� ✓1.7�' , / , \ \ ; ' r \ \ \ ` Set Prior to P/d�tirg S1nwe `.'°a AFGI3TE� •.` g \ . / ` \ \�\ \ \ , / // ! // �ia sjQ I I r l \v`F�;';JN& • tf1'� � - � \ � ► � � � �� � \ I / � � <9 : . /Type / ff/echve OioImttr LEACHING CATCH BASIN 24'a -- 49 se.i.: 3/8••i'_o. • # ' -// Q 45 F o.nc \ ' �\ \ , 1 i Br,_ S rosy bs 71 ----- - ` I \ '^ ,.- "• '' \ \ ` \ \ \ \ E I t ' 0 e" :n. '0 9. fbr Oi�oe Ades>wr000 \. { ai L Frarinslbbs .Swti \ � � � V � - .... �jT" /i � � ' �, � � "�-' ,.r � \ V A \ � � �( \ \ V �l � t�� � � � sQ /�u✓/Btd of Mor� __ 1 I \ -.. \ \ i _ i S� ✓oirlt GAS`i/s S Min. V t *s • \ \ f y!o,,,-"` Q \ �� \ �,\ I ! i I �� Morton A//✓oints } z p � � \ - ;,.rr'.=' ,,,-'' �,.+ \�� ` ' \ 1 � I � / ! / t.� , / t � 1 � •� i'a ® I .r.�►+idt "V"O�'b''9's O �' .. walao/hoda 'ten 1 _ - — — — r/ , `C /� / / / / / \ o �• ro /P"set Seal or rs o� U �q Q Sale A6* IV/ t?" C/�ran� � e[ Am Coat Iron Catch /O Boalln Hood Y or UJ Mira O.I& dot in SAwl Aw J •�� � ! 1 1 ►fa-rrc. /Root fi .d d e When a Caro Inkt is ZnsAWA d, t* O,c"4 A-,v x 27"W e j I I I i 4 Tay S 0. 0 lo, 40 0AW- a veloltm F/ash"_not 'if"avr- Ole ~ TYPICAL CONCRETE CATCH BASIN i i q --� � � 1 l I I i I � � i _ 70 I ! - , lose P/er►) by t�is r 430.00 1 ' , �. I - . . . = RE\/ISK)NS 6 G O'-5 t ' - 541' W —r- ,� � • I I mo. 0- dp t- 0 %n in N — O d- aD I-- CO t9 v c9 c� �9 c9 v c! N %n \0 +� d' �• PATE 8/2818 w. , PROPOSED R©AD /-O' i"0' 7'or as onectaa New Stidewak SC/� 1 "• ' ----- ------------------- _ New Pavement / or Res�ufodnq CAP COD BERM S!/RfACE COURSE I Nydrsiil/A►isi i Ring DRAWN DRAWN , T E PLAN B/NoER coUR5E G�,�,, / • — , .. SEED / Gronite Curb " cSL+w+I✓a►r'4ows-0 g• �� �� 6" LOAM >E` Borrow / / ::.o;:: : (6"W x 19" To 6 DuetJAt .a. Apow./.�Va6w,3t 4,mrn. c z 20 "0 21"H) Trcvv Pp .,r /i AWING - ,.". t �h /, :.'• :a: Clan"C" Cemehf NO. R GRAVEL BASE // :aA•.=a' Concrete Masonry �>�ooac�rlrApd 's: :`•: 31ry }iA Coaws+r O..rrre's -�+ L... is Sy N CmOc + ' r CAP C RM CURB SETTING DETAIL TYPICAL HYDRANT SETTING x t .. QD ' h 4 SCASE. f•{/ 1' Ae N.T.$. t #¢c . s-y t i' fir.. - i / •E • -�, Sty ngv w' %<l "� C I ZB%" Diameter T-) Alternate et Bv,/t Up E3ric.t f" MOrtdr Courses "SEWER" - 26/ O�ameter Fin GrddB / As Rewirea XL) ti/eet Exist Grade Cast'In C0Y�'1'> 1' t ProvicU� f lsn e r s From -- \ / y`-' % E • _ Su ort .�i r� M,nrrnur/'� bt/ei9ht 265 Lbs t ` 1 2i " 2 Material - Cast Irvr7 i r.e , _ , ro e o rVn. Cover's 4 / B Gb h/et Line /p" a tone A//A.-'ov Yid C . AFr�e of�ro��Fines Inv E/. .See SyshP.»Ou�`Let Tos hedu/e Below dDus n are • -. i 1 BoX • • ` Al rO /%„f'✓oshE'p' o p�'�in S / 4„ • • 6" I AllS TA AIDARD /VIA/1/NOL E' `'�� -- ---- Nis_ '• - ,� � 0 FRAME COtIER DE TA /Z. /VUt T Sc: A- A/terr7dte - o 1 Oulle L 0C-df/n 1 _ ..� .. .�_ S YS rE�I SCI-IEDUZ.E Des/ynel-I For Ga.-ba9e Gr�no'ers SEPTIC 7AN'/� @ �00°o AR'CA Ri cWI i'c /V �" @ /So% IV1Orrf G.ir&,,J� vrind�/'S SEI-7IC 7AN/'( C& /SO AREA RCaUIR,:EA4 Ig✓T' G /OC% - f r T~ T T- /5 TRIBUT/O�V� N/ �L' it�fc'�n C ' + SECT/C 7A/Y/'� C EA-f4//NG f�l T OTAL ELEt�S M!N INY F!N/sHr,0 BOX a /'ec P,re C7+a 1p'/eter B OG D -- *, C Dv sty �� � C.� MH EFFLUEN7� L F/A//SHE EL EY I G e,4&6 @ MiN r I +� c:over , � ' ;'y, ,- EFFECT. P/T r f�/T %�-/� E�'l'ect�✓e D�dmeler SYSTEM ,BRE.Q�('L fAlYrEFfCUE-NT FIRST L EAV/Nv SEPT/� Gat5.� INv AINISHEU - NUMBER' t G P G} FLOCIR BtUG TAN/t" 5�-p I ENTE SAVE TE EAVE `e._EV DIA. ; OE/'IH; AREA ✓il�E R L EN R j C QUA t ✓� t�. ' s�rE i I T /^ I Li�� �Gj (� 64 + i `.� C� , V �Ci� ���4� � 5,1 '7 /l� Q�l If 1 \ - - Se , /ON a��.v 3 id -o 8 /ol/ - - - ---- - °�` hvCET DUTLr 7- 3 L6VEc -� ry Distribc.Iloo Box Scale • Tee C 1 I _'Lend tr, 0 r' c.Z. P,,,) <r�'; f NO 76 • I -- - C. I. 1 I i - + Deaths As Shown Ir, Th -� / --_-.-- - e Syst_i» S�h_ .emu e. r ree'- o /se f�-2C� Loadr�9 For fits U1ad r f'av�d.4r�ds A// Others Use h'-/O . ' 4 L �"Ea way ASI (TyP) . 4 � Bolt'` db i � _� 6A I-I/NG AREA TABC E A!r'�rI DEF//r'ED E'FFEcT�yE a/a r F____ -- -- SCE Fl,dRF♦Q SQ ft A�?EA , z 7 j22. 72 F1_64 o !, o . r Scams ,A '/ i 163. 5_� w ; , NOTES• •-z-�=� , I ;� } TT • `' 3�. _ /. Se,�tiC Tgn�s Sha// Come/y With Fe�dero/ •Ord S/`a1e /wb/�c- Ned//h Spec s - 2 -ol- Exact�ocation o>`Vn1ef ,4nd Ov>`/et See SIAe P/o-r7 UcV� / O PRECA��T CONC. L E,4 CH/NG P/ T DE T,4/C. S $ _... 3. Use h�-20 Loeyd�l � For T�17As Under Paved Areas ,4// Others v'se H-/n O t " 4. All Sec�'iono/ Tares Sha%/ E3e Sea/ec� h'ith Ac.-ne/ale Sea/er ,�7"` ,Shiola/r '2'-0" U TA B UL A T/ON I GALS: ENO RLQ, A B C D L USE ~ _ T 3500 ~� y 3/ ' /O //' Z" �' q K 17L D 16 -n l D ' ! IDDOO / 7 �-9�"' -2%L '' 34 f �✓�_6�� ` �� %n t l �4" �0`�" �" /� �_ w/lets �n PI.A PRECAST CONC. SEP TIC rANX DETAILS y SEPTIC SYSTEM PROFILE = m m a SID,CW,4L/_ A,9eA (�/��Z� BOTTOM AREA (,,3) Y d PERC 04 A T/ON RATE SG2 DARE FY. QAC 10AIS PER SQUARE 'F GAt CONS PER. MINUTES PER INCIN PER OA44ON SQUARE FT. PER GALLON SQUARE FT. ' `- F1 I U .�'E a Kndctour + M� s-n �,`Z a.0 o r /�,c 5 0. 4 2.50 / . q:i / . 00 -•+�-�--- (1 4 .0 0 . 5 2.00 1 . 2 0 .83 f'Yu9s, ,�d1r� ; r i 6 .o a .� , ,�� , . Q o . �, �i EST PIT LOG ; ,_ � CAPE COD POTATO CHIP CO. r 8 .0 - 1 O . 8 2J�' ro O . 6.3 �' ! '� i •� � f '•�� 5��= ��f.: r��ra::�Y. ��'`� `fi'�`` Na ��s�s � NYANNIS MA . /O .O / . O / ,04 / .8 O . 55 _ �r i . /5 .0 1 . 5 0 .66 2 .3 O . 4 3 --_ � Z0.0 a .o 0 .50 .3 .0 0 . 33 _ SEPTIC DETAILS 2 .5 0 . 40 /VO BOT TO 4 ,4R6-.4 ALLOWED ,30.0 3 .0 4 . 33 Ot/ER 20 IVINU TES G'ER INCH ELEI/,4 T/QN over BO.fl UNSU/ T.4BLE S:. r^ ./ /=.�" _. . __._._ _ _- H.W MOORE ASSOCIATES !NC. SCALE CONSULTING E N G 1 N c E R S L46ACI-VINO AREA RE'Q UIR&WE IV T.S PREC4ST� CONC. D/.S� TRIBUTrON BOx DE' TA �1..S 4jj^'' 7 . F - v} ♦�r.r.rr. •rrr.r r . , .....r.,r„°+ r - ■. • t � '��r, .,J L.�j 1 I�. �� V t�-���.,}t'9 -e+-....,._......... . . Lp A! r is. � �T RU vi r✓:-.-'s'---.r... ..._,�.._.-.....,..w...-•-.-...- -,_.,._.._...v. �J t E - 1 r PROJECT NO. I 2 3 4 5 ,_.._Pr-MOVABL-E 6 7 • 8 g 83 082 METAL PANaL. (A waL.L_ r-,o9.► i sl+ l• �'�, I I__ FU?Lli?,� EXPAt.I510(J I (� All g �`•2 ,q A•Z A7 I I M�� W , ......... --- - r I T 13 I , _ -_ --- - 4 L r1:ZAM�C -M1(PEa �� I 11 Q �' I SEE Dwc, A (0 2ti = 5�E hWG o EL�c?�z133L I -- o DOG>` O Q a (v N -- _ , I .L r - , / -- -----r / -- - -- r - - _ _ _ I �_ N, tr� O d I I-�- -- - 'F►►TuR�C,ttiU FUTURE EXPANc I:kl {22 ��. $ M 125 -� LLj cn, X, i I I I -7 f I -0 TR�tJGH D alhl uj -� _ _ _ _ + __ �_ - __ I I WA5�1 E1� !�X owNER) - _ - ------- --- - - ------- ---- -- - -- - _ _ - --- - LU I I } - -_ r* t., - - P OO GOLLD uc-T Z8 - - - - � - - _ - -- _ 91 r _ _ - - - ---- __ - , Q - z oo Am z �i°' r q 0-1a_0 i 1 - _,_--r-- _ - i � ___lo'' I�r✓I� , � ,• � - . K; .. I -'a '$' VTR � _ O Alk ,o fi o - - - - - - - - a-Z I f=LDOr� � � - ,- �I- � - - - - - -- ' --- • fiw�r� t a+N _- s- - -#- - - -�I- - - . Dr�A ?J '�' I - I r I i SToK GE Z� W j I 17 Tr 'r'r T1 I� r I I� N1 Q L1 4� I � 11 L1 iJ i II ( i f�EGEIVING A PALLET SToRAGiE lal PAcl�,a�!Nc, 12t � � i � � �a�, EZ- YAL h ; �i� -i ' - -- -----— - ---= ---- -�I _ cry ^moo �9 - _ -I' O�� - N f — -1-- - T- NEw�W h TE , N , - I v v -'t r T r - , , -"-I-' r r =a I { (�phfGla I?L Alf l I x I - * 7�.rn L- j - I C_Or1G PL�FMQ� 1-IAND-I I f—� I -t �`4 �/11JCi I'L7 tt I ID"SING - 12+A1 L, '— REC LE r u I I r GMU &'ti A•4 Q 1=aAM t= Dt2o1�► H ►+ - -- - -- - - - _ ar E PLAT�RM r l r r L ,r, - " I I.j-, rAV.CTYP - - - - - - - - - SEE, DWG,Alo ; • rr LE > �1 �1 1�� ( L� u I la L 1 I �� � � uP -- Io'o M a -+ , _ -- - 1=EI CONt. PAD lie X7 ,I LNODM ME1� 4_$ _ - -_ R� AS I ['�� D TM ME �( Ft - A-7 D -� �_ sriu4 StMli 41� — r �Mt S 0 •000 Z « SIMILAR 1ta r _ �1 11 IM 8„ I _ ¢ �, ski a ' �- hPG,CES - 18= -o a4' co- •-r• <0=0 C 1 13 A- TKC�IGAL t� MEi.1510NS V T18ULE - -- RETAIL. G,TO i;� o cog --- - - -- - - - ,� --- 41 aRtvc.�a 132 • --— ---- >F gool .E�PI NG� G � I �0 �� - 103 --- �o ��D' _J '\ •7 ,� � �,�• v � Off- \ A f5 A A7 A7 � Pv toy" CF- Cv A•7 � •�. v - ,V J A 5 w i2 A7 `'► LLI .. ® _ A7 _13- - - - - -- -_ - if 1,33�4� i 91,4r1 ��-pal �.o�� q l-4� 25'-4" '25=4 25=4 ;'-4" 25�,�,,, 25.�,r� I. 3� M,;� cn 'T f _- _ - - - -- i - t _. f 3 40 - LL 1 .8 2 2.2 4 OVS�aI,L 505 6 B 7 - g g z AZ A5 PARTITION `'1 pE9E p ► i2'' = I o,� - Q. Q a f 13U I LD I t� �,t-�TRDfJ Li`J E V = J �uMD A'(TF�UATION 5T{�UGTU R4 L 11.t (.rE1L.fiNG MEMvEIZ - - Q. GOMpF�ES'�I�LC, nETAI L AcY _ FILLEF� 'GEAL Jo15T % -, , } '�otKiN W4LL 51MlL.,d,{�, To /'' \I�/ PiPvwE pGIciNATior.t o7i~- P�412"(ITIOhI rz" 6W13 otJ �►, ,1 Ew-.-•_ �irl �.IN.{cJ �MAi.�..KS `� SYACG DG>t�� ;� i�1A��S � _ M �K� I/2'GW6 ON EA 41C)t OF 3'SP Me? - ^`'o`� >r ,`, f 1 �'f G;Iv. i N. +-tCr�• MAT, f N, M i Mdl ►.1 �7 I D� O 3 5TU l75 C` I(o'O•G, - 1 0 1 r F 01•i �M u� WXY , r X�,(: p t /. A :►.�• J I f fC r ME? SUDS I%2'� J Rr(� i'"� K " c W� PAJ N-r gT�.,c?, YD ✓G IE 2 = ri-►-�-T ;,, r`:T': CONC SF-L. GMU STD PTO "� ST��. AMU/ 1=P�Y smk VINYL sTo E ,a c�o GrwA-v �Frxv- 16'`o,G W1�: - f- ��-oU►JD ATreW -- - t,� 10_:= / '=1 ,E� �'c_ (IWf'' PAINT G..�hs VARI`5 �/A'T�fL G(J'tirtF.c.. MQ►? l ('l' -i4 1a; r�aizn v pA�N•r a4.o TIt-E 17-0 �aSeD Fria'' - MarBAw,►- �70LJ N D ATTF t l I ( 5 i Jl�f -1'' t r�k �! ACT IS.4 ! I-r i T �l f'=.t X i�r" n.y:; N ��Al.f,►� c u PIP BTU s7Rv�t P T t� -, FOR Pefz M I T 1�, 2uVIiJYL ,SE� �-r , .'. '.; I, r'I v t t:r :r,►�iG r M p.Il. v VIrIYL AcT b 8" REVISIONS 2"VINYL I&AFvffe. O %� I-►GE- I. <_ �. ., STC*AP-* CN .Y D STON V 1IJYI- 771 G PARTITION �xTEND�t� ABOVE P,o,p�Tl-f ION To UNDEIZSIDrc A PARTiTlor.1 To tJND�IuIr;E 46 "i c=,C,r �„ -`Ily �M h -b GM�I Fr POW FR�+4� nTD GEI1.IiJG ONLY g OP S-rs2jZTURAL- M'LM"IZ of F DECK k ,, nAiN-f �Td. c� GoNFE.K( r,cL ;o-o' SoWAD S eua NG Zen �T� A f GMU pa PTO DATE MAR 1ff84 ----- AGT-, Io3 n.Fr " r'1IiI* r Pro y DaC�k.�VE ?A-GA•TOP �N =�, �d sou N� A7' - 1Jarla vI►rv� SCALE I/f ,_ I -o,, RUIJ+JER SGPZl=W�L7 -�a "1•D (7EC-I�+ -- G iN wa,LLS 4 GB �i+rG� i�,.;, 2v,A�T�' c��I*1T'�6. �'I-�, �I/,n 60UN117 I i 1 0 V i�=�T t l"I.I�-i i Q,T• 12� TO I L.P-T =,T, �-r aTT>rlJr�a-rivrJ I � � � `� III c�-�< I✓-t- '!IN`(L MEt� I DRAWN BY RMG r y2' w(Q15TURfc. Id' GMU, rvisc l.E , I . VE5Tl6ULE cM / �v P 2tA`(6� Vi 1C�E- - i�F�lsTaNTX� Gwr� ra�NT Vlr�t�. 6ria6Ir+R� I W,.-,�i - I - r pi 0 ((► I '` E�, /8'-�1 FWTAl3t,F_ N(aT I '_S� �,u �A uT x "� PTD !C 1G jp Pjin �i1DE O� ,� I CrWk� Jul 3'/g' �Air�T, �! 3 V2STiP LJI_E +1.�5� VARI 3 I� rl�r �ru o� MET sTv Plf 1e—o•�1_112— �� AMU� expcn - �w � T DRAWING NO.„ = - - I I .�i. I II- �k. ;,w[3 '� T STctuc* F'TD Y {E:> �J F_i -TRIG�L CO�IG SEAIED D VINYL, I�CT ZHR Flr$� EJtiG1.05Ui7.� _��,,t Ito O,G, �j---�— � --�-�r��---- cnn� Exl�,.' • " I c�I c�� - " A C T 4''O" ArF �(' GWB ST2KT PTD VywFS I SANITOR'S LOSET GW8 My PTD VINY AO7 8-$ '� U/I1r K�.55C/� cw��J h�TD VINYV AGT 1 VGA'N5co7 >CF v�'J�IEK'_ aic�H Colwell PD VlN`rL 2'VINYI.-k3PF.�E- I 14,7r'1G_ 4 GT M�GT i�TD v 4,- v�/aINSGc�'T I3"1 EL.E(� p,ODM �✓ GMU PTt� VINYL STG"foe4p PTD VAl�ir-s SOUND .NSUL.A.TF_ AU,WN-L5 G -HCU F,D F1_EGTIOhJ I71=TAIL. TOILGT G SE W6.L_L. INTE{7.101�+ GMU WALL i~IIi '( li�i Citic: SFAI.EU lilv(U � }DTP �i�W�� 38 �TOKAG� CONG �V �.:ti1�1 �T� �I�;YL s`TIe,KT pTR - � 1TICJ (c)All190 r IRI(Al +-A RESERVED 3 s l%0" All RI(;1115 RESERVED _ 9 8 7 6 3 5 2 I 6 x 63. 0 x 63.0 36-50 ro, x x 63. 00 X 28' - 4 1 4 B.M. 67. 00 7 63.0 x x 63. 00 C\1 (0 > 174 C) > > > is 60 _x 66 66-50 FILTERED EFFLUENT 0 FROM WASTEWATER GALV -7 TREATMENT FACILITY 64 - 4" 0 PVC 62 DIST. BOX No. I Lo to Ps -2ol 0 G A LV. DIST.BOX No.3 TYPICAL DIST. BOX No.4 A INV. EL 56.69 T VILE!' INV.ELEV, 59.4 4 4 PVC OUTLET INV. EL E V. 3 9.2 7 INLET INV�ELE.V7. ;7.50 INLET INV ELEV 57-50 2 0 OUTLET INV. L G A LV. ELE 57.33 OUTLET NV ELE 5T.33 FROM 1 IP 0 STL. SLUDGE 2" 0 GALV.-� SLUDGE Rim PUMP 01 DIST.BOX No.2 1101 INLET INV. ELEV. 56-75 OUTLET INV. ELEV. 58.5 1 10 % 0 " INV.EL.57.Te '511 10,-0 0 `QD IN14. EL 5 7.4 VENT -IS 0 7 ool GENERAL''NOTES: CD utiotl laterals shall 1. Distrib' 151. -inch 0 con,struete&-of perforated, 4 / / / ,��. / \,44 _01 'dij6eter SDR'35 PVC pipe. Dist,ri-, 0 bution piping 'shall be solid wall SDR,35 PVC pipe. All piping ShAll �b be li�_d with a vvinimm slope of 2: Trench 'width shall. be 1 foot,, 6 4" PVC VENT inches. .0 \1`11, I ches. :�-`,T�ench bottom shall be WITH RETURN BEND l le evel and shall be a ,minim of AND SCREEN TYP) VEN '0 3.,5 feet below the -invert of the zt'), I 00, 'distribution laterals. ...... 3. Stone shall consist of washed stone ringing4rom 3/4 to iAches in size Ahd 'fiee free'of TitointJ tieA, in one vidst and 44A t place. �,,,i'ln 1�dt 00i than 0*'2 al h Itsa t oeftent ,materi INV. EL. 56. 21 (TYP) CAPE COD POTATO CHIPS INC. d#t*rmine by AASHO Test,'Xeth6ds 4,Lt) lot* dF -riV4-s filvit than & number 1004ieve as VEN T-41 *nd'l (latest edition). LEGEND WASTEWATER TREATMENT FACILITY A. To maintain stable trench walls the J-Usmi tAL N 40ftt�,Kactor shall install, the stone PERFORATED PIPE LAID 0 CENTERLINE OF TRENCHES SITE PLAN up-46 -piple invert elevations as the to td%lix Vj,1Jx.A e-kcivation progresses. SOLID WALL PIPE NOTE: 00 SPACING OF LATERALS PROVIDES FOR RESERVE AREA BETWEEN TRENCHES C.E.M00RE Environmental Consultants C.E.MOORE INC. EXTON,PA. DIST'BOX No.2 X -66-50 PVC 04G A LV. SLUDGE PUMP 41 T V >/ INL ET OUTLET INLE IN ELEV. 75 OUTL E T INV. I-L E V. 51�.5 SCI�_E. DRAWN CHECKED REV.N 1 10, 9.19-84 B.CLARKE DATE PROVED 0. DATE W.O.No, M GENERAL NOTES PROJECT NO.83 Q8 � v ��►\�,��p>�� — _ _ _= i - -_ ` _ s .• 3�'_3— ` ^ 1. Existing site topography shown herein were obtained from a F.... a — \ survey prepared by Doyle Engineering Associates Inc. , 1 n� NGE registered land surveyors; Falmouth, Massachusetts. `•/ 1 `� 01 2. Property line coordinates are based on distances shown on lot 119 Doyle Engineering Associates Inc. survey dated March 5, 1984. W 48" Before proceeding with building stakeout, contract surveyor to re establish property corners and report any discrepancies U = �GA. ~ 1 J � �,.. •� to the architect. 3. All dimensions and/or coordinates refer to centerline of - "rl � -• \ � •• ��• ►s_��— -- - .� �l 1� ��' �" / / street property line for site work and refer to face of wall i ' --� `� --•. �„� „� -='..�.�.�.......� �� ' ' \ //�G� _ // /� / J / / �/ - .�'/ , for building work. 1 / 4. Field check all dimensions and elevations before proceeding � p�' i ' �! / with new work. (� LLJ 73 _ 5. Street paving and curbs to remain shall be protected from ' ili5PO5AL 5-Y5TEM^ / 3 / 'I ^� �' '-- -- ,/ damage and if damaged shall be replaced to meet town speci- � Q OD fications for,. material and workmans ip. Where new work -- adjoins existing construction, field check existing construc- U tion prior to new construction. w '�� ll 1 d —_— /�� / ��'� i� �I� /o _ 6. The contractor shall provide for the orderly and safe passage (/) W Q �' I � - /� I 59 of traffic in areas where his operations abut public thorough- '� fares. Q i > - 58 7. The contractor shall subscribe to all government regulations and obtain all permits except those furnished by the owner. U 100, 57 J CF wY c TANK i / (of) CL — , _ �� 1 �/' — - I I S 191- to 0 to .01 Ul 51 TrZ �.�A \ \ (0�,�4�r / \ �,' 50 ►aa•"� •. / N N/ W, Ile 1 b 00 48 CL lip N 40 01 ,Aq-4 ;j �� • " ��e / �! o ���'k �- I / / 1 1 i i `rMlS �J1��ioN st•lovfv 1-EvIS5U S,'i'E �+ A.RK•1ra LA�foVT. ZEFEk -110 � �-Z 1=vR �1TE �oN�Ta.x?,vN Z 11J LU • � ^� \ � � �•�- �` LI - � / / � � 1 1 � \ 2, ' �o v��� ( coATE D0.���.,ti,cY (1) po- �- oc Q ` I I ' /� // / / / / �I NTRP IJL�la itOh'� 3ReLD , aD W IT}i Et,L.vA'r1 D►.r� U BAST �b A:�_E_t�. a.cNl�vG I , f�E"(F r�r,ti►�u V •��( �pcpl�s•D�r.,Lf - Pill • i / / ( / I I i I i i / 3 GNTR.t��GEs A►2� �o �E �o�3-rre�T 5 vGtj t►1�T- Z r- F--- 4 ---- - -- -IL t--I— -� - -1- - -� W 4 ER• �U Iv -OFF r-Ro AREC.�s Do z -�---- q I i } o�To rHE Si"r�.tro�`�1'R�T wrrH M �ir��M • � � -- � � / � � . � ( 1 I I I � I I � ! � ;�a. { i ��©��, »-�� �tea, � _ U 2 I IAJ �o�,DG C.�ArvlT� �UR�S /o CtiiTRANG�S A� J�TA�I,GQ - cWRairATE 1.AR1l;4 SADLL..`, �S �Neb,o� i i — c� I I ► I I I I I I I 48 CoL T L . F'taDrc-� t�it�J4N� r�f7tE-� old Wmjit-_ -T► -r—_Ai t4,1T nAth T ti G S G1 2-v2 �JtS•l' (o bQo PJlyj + _ , O �7 , sal�—' I Jmos '� ��PMOIz• 010 I J 1 Gop 1 Iti TE i�•PI ~l'r�`'s 41�4 -�-- __% / o' ' fp 1 P 4N ? ��TfV U Ih+Atj� ��-l"rl.iL�. �1D• L I`1 �' �. SIR, _ " c — -------- -- REVISIONS r0�-51 ' 54 -1.00 �i.aW _ sB.00 __ 30 0• =��(' �.e�a�o►-rs ps �rzov�c�-.c� �Y IN�>=r���p�r.�cE. ��r�.. , -�.. -- cr dp (9 U) d1 N — Q- ap r (3 %n tf1 t9 C9 0 (9 l9 t9 C� L9 N N \n %I) to VPN ,�. E---- fix,a� .0 , �nN��.�Rti AS �Rw,��� �r�,v�t -r2 cor�S-Rvc,-r',c�� o� PRo .'�. .a p DATE 2a I'VlfkTC 1981 I SCALE I"=zn'_0►► +a 4 d`i}, " �f�•,E�p� N ILt✓ �� (moo wlbe_� J- 13, s ►l' V, !� -- --- lug GcNroU�S of zoAD iTRAPa.a.TF� �P.o� ,pca'j "s�-�V�4't'�Q�1S, DRAWN BY: RMG I T E PLAN 26 � + I� �� I = Z0 0 61 ', DRAWING NO. - -- . . . ,:1:. .., -, ... .. ..+ `a.. � n �w"n' •'°'°f..i.. -�,'fi���,?'tiY 1¢r �..:�—•.6r ._. ',.y. r REVMON8 my di DAVVE WAY Piz v.4-rr- /0 0 mc . E NCE INDFPEND 1 ri_.._.. _-._y__.._._.-- . . . __ .s.,.. .__._..--.•-...._------- •----•_._._._.-----__._.- �-a 556- 32._4-�'�` \ D ,,,,,,_ I ._.. I ' ___ �4 - � ..._ _. . _. - -. ._ -..,•__ _ .._._ . .... . ._ . ..,....• --• -c.e. - won 57- -7. JAI G YN 0,/ 00" rE T v- L4 COVF-la f t Fig* MA -JA ZOT E b 4 e. 41 LU LLI 10 Lu nk 1'4 4W� Lli tj T < < I -/:�)x /,IF) cl 10 1 1 illl! /4' . � r� � � _ ` !��\ F.�:�j � � � \ � � � S /�I / v �� � � ' L f � �, � � . try / L. i UP • -7, 7 PlY I tu r 00 Nj A 14 lie" civ "now— 0 50 "o,') e 2 / / I !• LL ol- V) It I ka e',,IoL i s � � 1 4 \ ; ,r /' � ✓ � ���` � .. F/,. '� f / .f / ` �I{ M �C.J t C/►'+� ✓y.� T tz;rly i �z JIM uj oo, 5P 75 3 7 MJ V F-t PIT 7o loo, e, g5 vt 14, T M C 0 —-------------------------------- N. CoNe P^ja V) I 49 7- Pyc PIPE, A`"oeo (M ORAWN /71 L V-1 /,y X O't t CNINCKED ............ 0 74— OATS VA, SCALE ROADJOE NO. o 15 orv&................................... SHORT %OUTHVV" R, C, 14,- STRUCTURAL� (T$gI --------------------------- 4,"!Y. M A ISA SHORTS "NENAMIALTRAONGPOW ?40. 18$A-24x36o,,,, 5 6 x X 63. 0 63.0 X 66.50 62 X 63. 00 D - - X B.M. 67 00 -_28 --4- 63.0 X X 63. 00 ` N rb > Q a () > =d > _j IL Q I U' (Ij �C 60 I G --- -- -- - -- — FILTERED EFFLUEAVT \ GALV FROM WASTEWATER 84 TREATMENT F C I LI Y T � 1 62 0' \ 4" (d PVC 11 T_ BO "'No. I 2 0 " GALV. IST.BOX No.3 TYPICAL DIST. BOX No.4 Ib6 \ 4 PVC OUTLET NV ELEV339.27 j _ NV. EL 56.69 �___ ft, pal INLET INV. ELEV. 57 DD �c� t" U I r L T NV ELEV 57.50 2 0 GALV. of 3.5 OUTLET NV ELE 7.33 0OOP 00, i FROM Z � ? 4 0 �TL. ` SLUDGE / / / /I• / / / :r1° CV2" 0 GALV. �TO SLUDGE PUMP PUMP / / / `� / �,•' Be DIST.BOX` 0. 2 / / / // / 100, INLET INV ELE 39.73 OUTLET IN ELEV. a.5 / � 4 r+v �D N 14. E L� VENT GENERAL NOTES: ro 1. Distribution laterals shall be constructed of perforated, 4-inch P diameter SDR 35 PVC pipe. Distri- bution piping shall be solid wall / SDR 35 PVC pipe. All piping shall he laid with a minimum slope of ?` / / / F. C'"I V E .005. 9 56 Z. Trench width shall be I foot , 6 inches. Trench bottoms shall be �p 4" PVC VENT a� / / / R WITH RETURN BEND // JAN 1 � level and shalt be a minimum of Oi4jt AND SCREEN ( T Y P) V EN / / / / 3. 5 feet below the invert of the \q�y / / / / distribution laterals. 6R` / CAPE e� rE6 �NF 3. Stone shall consist of washed stone a/ // ranging from 3/4 to 1-1/2 inches inso size and be free of iron, fines, p and dust in place. A1.1 stone must / / / Id 01 have less than 0.2 percent material \ _ , IN EL 56. 21 (TYP) / finer than a number 200 sieve as --- -- VENT CAPE COD POTATO CHIPS INC. determine d h AASHO Test Methods � T-11 and T-27 (latest edition) . D N E LEG \ — s,- WASTEWATER TREATMENT FACILITY 4. To maintain stable trench walls the PERFORATED PIPE LAID ON contractor shall install the stone CENTERLINE OF TRENCHES SITE PLAN up to pipe invert elevations as the \ 4 excavation progresses. \ SOLID WALL PIPE NOTE SPACING OF LATERALS PROVIDES FOR RESERVE AREA BETWEEN TRENCHES Co N C.E.MOORE Environmental Consultants C.E. MOORE INC. EXTON, PA. Z � DATE � SCALE DRAWN CHECKED APPROVED REV No DATE W O No —7 9.19.84 1° . 10, B.CLARKE W m