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HomeMy WebLinkAbout1070 IYANNOUGH ROAD/RTE132 - HAZMAT it)-30 dgCcnnCk fKfe i32, 1-h1 Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 9 BARMSPBLE.$` 200 Main Street• Hyannis, MA 02601 ,6mm TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT E' rFD MAy Business Name: r,4a Date: da Location/Mailing Address: 1 7d MA WE. 132 . HQanms. 60 Contact Name/Phone: A/ � Inventory Total Amount: 7 Tv f15 MSDS: License#: lv Tier II : Labelino: Spill Plan: Oil/WaterSeparator: Floor Drains: Emergency Numbers: Storage Areas/Tanks: 6wvi Emergency/Containment Equipment: Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: n Inspector: Facility Representativ }/ b WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS I, `°F1Me r°w� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 7 BARM RSeLE' 200 Main Street• Hyannis, MA 02601 �A�FDMP+p`0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: COSM6 pr4 Date- ' a Location/Mailing Address: U + MU. U Z Contact Name/Phone: Inventory Total Amount: //Y6— MSDS: License#: 131 G Tier II : N 0 Labeling: Spill Plan: Oil/WaterSeparator: Floor Drains: Emergency Numbers: Storage Areas/Tanks: Emergency/Containment Equipment: i12 Waste Generator ID: Ci a J Waste Product: ` Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: { Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS 1�j�j 4n i NOTE: Under the provisions of Ch. 111, Section 31, of the G eral Laws of MA, azardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: Inspector: Facility Representative, WHITE COPY- HEALTH DEPARTMENT/CANARY COPY- BUSINESS C2 95- Ol a- YCD I�B °Ft iop Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 9 BARMASS /. I 200 Main Street• Hyannis, MA 02601 FOMA+ TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: hu- Date: Location/Mailing Address: WO JUMOto Contact Name/Phone: 14 Inventory Total Amount: < t MSDS: , N License#: till Tier II : _ Labeling: IJ utg Spill Plan: J `4f Oil/WaterSeparator: Floor Drains: ® Emergency Numbers: U a� Storage Areas/Tanks: ` �✓ ...IJJ Emergency/Containment E ui ment: S s0 .S E ste Generator ID: Waste Product: e&Amount of Last Shipment/Frequengy: ensed Waste Hauler&Destination: er Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE:Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze pry cleaning fluids Automatic transmission fluid VOther cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) 1�Windshield wash Motor oilsMiscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners V Miscellaneous Combustible aint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: i CAt Mm Inspector: Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS oFIKE roK Town of Barnstable Office:508-862-4644 ~� Public Health Division Fax:508-790-6304 • BARMA�,q E • 200 Main Street• Hyannis, MA 02601 039. �prFDMP TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: cosn r6n -7 Date: �/10Y14 Location/Mailing Address: 70 Contact Name/Phone: ��i��7 � Inventory Total Amount: \ MSDS: License#: Tier II : d Labeling: UAI Spill Plan: Oil/Water Separator: Floor Drains: Emergency Numbers: (� Storage Areas/ . SfA Emergency/Containment EquiomC t: JAWS) [Waste Generator ID: . 1dt�0 j , Waste Product: 3 Date&Amount of Last Shi ment/Fre uenc Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including,chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMA ION/RECOMMENDATIONS: Inspector: 14. Facility Representati WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS oF�Me►oh Town of Barnstable Office:508-862-4644 P` ~o Fax:508-790'-6304 Public Health Division BARNSTABLE. • ^� ,,. MASS. 200 Main Street• Hyannis, MA 02601 �: �p t639.p�0 / - • - rFDMA� TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT +. Business Name: SC, Su # lof R_ ate: . '/�3�, 1 Location/Mailing Addres Contact Name/Phone: Inventory Total Amount: < �!� MSDS: W License#: 13 6 Tier II : N6 Labelina: Spill Plan: Oil/WaterSeparator: Floor Drains: Emergency Numbers: Storage AreaslTanks: S Vi 6 Emergency/Containment Equipment: Waste Generator ID: Waste Product: t Date&Amount of Last Shipment/Frequency: ` umis ' Licensed Waste Hauler&Destination: i Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS 1 � 9n p ® NOTE: Under the provisions of Ch. 111, Section 3 , of the Ge eral Laws of MA, azardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers ; Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: Inspector: Facility Representative. WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS INE rok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 96ARMASS. .9' 200 Main Street• Hyannis, MA 02601 �prFDMP'�a`0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: 90bbq LAU Date: Location/Mailing Address: '0 Contact Name/Phone: Inventory Total Amount: MSDS: License#: Tier II : 1J0 Labeling: � Spill Plan: � Oil/WaterSeparator: WA Floor Drains: Emergency Numbers: Storage Areas/Tanks: Emergency/Containment Equipment: Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas ZCesspool cleaners Diesel fuel, kerosene, #2 heating oil V Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: Is Inspecto Facility Representative: Vr— WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS I� FiMET° Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 9BA MASS. 200 Main Street• Hyannis, MA 02601 t639 M TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Tf0 AC i t1 Business Name: CCA(q P(0 Date: 71 i Location/Mailing Address: 6 0 9 ` 35-0 Contact Name/Phone: b 7 b ry ` 1317 Inventory Total Amount: '~`� [sDs: 6n l�r�� / License#: Tier II : N6 Labeling: ` - w L Spill Plan: Oil/WaterSeparator: Floor Drains: N Emergency Numbers: 4f-s— Storage Areas/Tanks: M w Emergency/Containment Equipment: 1 Il f Waste Generator ID: aste Product: _M�)O)S Date&Amount of Last Shipment/Frequency: �O Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze ry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes ug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils V iscellaneous Corrosives ls� Gasoline,jet fuel, aviation gas esspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers c/Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible aint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: r-k- 'f1 W Ce-COMI +` Inspector: Facility Representa ve: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY- BUSINESS IKE , Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMASS. • 200 Main Street• Hyannis, MA 02601 ArFGM a`0� ; TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT ' Business Name: Date: i I d I Location/Mailing Address: 10'70 2"n.nov a hrlt 5 Contact Name/Phone: 50 '7-7 Ste- yc30C��t<a.')1t� ( rwai f'vty, Cow.. •- �bfo«- le�ow 4�fv'Z9-1-�19�0� Inventory Total Amount: 'U 4 D w t SDS: C tIq -VJ A- -r-, License#: V 3 i 7 C '1'2-? ` Tier II : IV D I, Labeling: 6 -V 4Z+C,� Spill Plan: SC•wTc.� Oil/WaterSeparator: Floor Drains: o Emergency Numbers: Storage Areas/Tanks: agpt " " ' fat<&N-L �0'YA-1Fes- v o b nS ru Skcrt,c.V41 Emer enc /Containment E ui ment: vo-61+'e, Waste Generator ID: 7 77 Waste Product: M%46 060vt,10--) V-: ✓,rvlg Date&Amount of Last Shi ment/Fre ue c : t1 Z 1 Licensed Waste Hauler&Destination: - C vw• j S- vr-�, *wJ? x,<,c e-1 e Other Waste Disposal Methods: . ll LIST OF TOXIC AND HAZARDOUS MATERIALS! & ►'t/�A l o r C-kx V1, " vtV�[MJ�o 1 Le-e— NOTE: Under the provisions of Ch. 111, Section 31, of the General Lav�/�of MA, hazardous rl5aterial use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, 1 hydrochloric acid, other acids) VIOLATIONS: Oa-ga�rA)s Akrre<%ak5 1�c2kge- �S -eK p<«J • � x Q %A r t-7). ORDERS: M J4 K-Ckcv) GuL4 e.- Wt I t4- ? 21 S • .eW44Z 190LIJA N VUL< 10,f 3A,L 30 INFORMATION/RECOMMENDATIONS: %S5v2S Or eCovv►v�.0 a 0.1 S , Inspector:7717-la-VeJ 1,L Facility Representative: fi WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS IHE Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 + BARMAcLq E • 200 Main Street• Hyannis, MA 02601 prFOMP+a`0� TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: Co50A10 A-o 4 Date: Location/Mailing Address: 1 0-10 vk t Contact Name/Phone: E��• Go.-�. - .�bb,�-rh��dllc..to�-- q�•lo -.Z�i1-�foi(�`� Inventory Total Amount: , W 90 4, A b SDS: o y- License#: Tier II : �o CV car Labeling: die a� I t�Jas Ftr� 1� - Spill Plan: Sfer � e- Oil/WaterSeparator: / 1� Floor Drains: o Emergency Numbers: Storage Areas/Tanks: lo,K 5//t b d y ty Emergency/Containment Equipment: a.I I AdAf l „u ., -hra -6, s P Waste Generator ID: Waste Product: M I�,, fc��rris mR3c S Date&Amount of Last Shipment/Frequency: Ne1,) lte<, &I c vavik- A4Vft1-f /, 6x0 Q, Care '— Licensed Waste Hauler&Destination: Other Waste Disposal Methods: a te, s a r-Ow+, I laroez2ke y� LIST OF TOXIC AND HAZARDOUS MATERIALS - See et4444 ��-{- �y��� ��e�-!'�` �aS t b.ri 5 NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, M'azardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform,formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: Cou6, oc vn 4 I 1 ,N. s1tcr,, e- c l L0 r•cantam. ,vL— Inspector: Dv� s Ar-? 40e i- 1-2a44 S yd4CS . AA6L A-Facility Representative: $Jce 6LII e.w�16 y ee,S iZr-z- 1 0, 4A.S6owkw&- �� r�{ --Eo Cle4v1L . WHITE COPY- HEALTH DEPARTMENT/CANARY COPY- BUSINESS 1 COSMOPROF �►/� Distributor of"professional only"salon products to salons and licensed cosmetologists CosmoProf. HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are.retail sales—closed use only CHEMICAL CLASSIFICATION SUMMARY SHEET Hazard Class: Flammable Liquid FL-IB Chemical Name (Product Type) Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Nail Polish 10.0 gal. N/A N/A Retail store space N/A Acrylic&Gel Nail Polish 3.4 gal. N/A N/A Retail store space N/A Solvents(removers for nail polish,cuticles 39.9 gal. N/A N/A Retail store space N/A and glues)& Disinfectants Interior Storage: 53.3 gal Exterior Storage: 0 gal Open System Use:_gal Closed System Use: 0 gal Hazard Class: Combustible Liquid CL-III Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Nail Glues & Glue 1.2 gal. N/A N/A Retail store space N/A Primers Lubricating Oils 1.4 gal. N/A N/A Retail store space N/A Interior Storage: 2.6 gal Exterior Storage: 0 gal Open System Use: 0 gal Closed System Use: 0 gal Hazard Class: AEROSOL LEVEL 1&2(Flammable Pressurized Liquid/Gas) Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Aerosols and Mousses 95 gal. N/A N/A Retail store space N/A Interior Storage: 95 gal Exterior Storage: 0 gal Open System Use:_gal Closed System Use: 0 gal Hazard Class: Oxidizer OXY-1 Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Hair Color Developer 183 gal N/A N/A Retail store space N/A Hair Bleaches 15.4 gal N/A N/A Retail store space N/A Interior Storage: 198.4 gal Exterior Storage: 0 gal Open System Use:_gal Closed System Use: 0 gal Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 5 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf COSMOPROF WA96 Distributor of"professional only"salon products to salons and licensed cosmetologists a CosmoProf. HAZARDOUS MATERIALS INVENTORY& REGISTRATION Gccuscd locrcaUe. CHEMICAL CLASSIFICATION,' MERCANTILE(RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Hazard Class: Corrosive COR Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Hair Relaxers—Liquids 47 gal. N/A N/A Retail store space N/A Hair Relaxers—Solids 207 lb. N/A N/A Retail store space N/A Interior Storage: 207 lb Exterior Storage: 0 lb Open System Use: 0 lb Closed System Use: 0 lb Interior Storage: 47 gal Exterior Storage: 0 gal Open System Use: 0 gal Closed System Use: 0 gal Hazard Class: Irritant IRR Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Nail Glues&Glue Primers 1.2 gal.* N/A N/A Retail store space N/A Hair Color Developer 183 gal.* N/A N/A Retail store space N/A Hair Color 69.8 gal. Solvents(removers for nail polish,cuticles 39.9 gal. _ N/A N/A Retail store space N/A and glues)& Disinfectants Acrylic&Gel Nail 7.2 Ib. N/A N/A Retail store space N/A Polish Hair Removers 0.5 gal. N/A N/A Retail store space N/A Hair Relaxers—Liquids 47 gal.* N/A I N/A Retail store space N/A Hair Relaxers—Solids 207 lb.* N/A N/A Retail store space N/A * =Already classified/counted under other hazard classes. Interior Storage: 7.2 lb Exterior Storage: 0 lb Open System Use: 0 lb Closed System Use: 0 lb Interior Storage: 70.3 gal Exterior Storage: 0 gal Open System Use:_gal Closed System Use: '0 gal J Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 6 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,`MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf COSMOPROF onDistributor of"professional only"salon products to salons and licensed cosmetologists CosmoProf. HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION;MERCANTILE(RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only CHEMICAL CLASSIFICATION SUMMARY TOTALS Flammable and Combustible Liquids FL-IB: - CL-III: Interior Storage: 53.3 gal. Interior Storage: 2.6 gal. Exterior Storage: 0 Exterior Storage: 0 Open System Use: 0 Open System Use: 0 Closed System Use: 0 Closed System Use: 0 AERO Level 1& 2: Interior Storage: 95 gal. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 Oxidizers Total Hazardous Materials: OXY-1: Interior Storage: 198.4 gal. 466.E gallons (liquids) Exterior Storage: 0 214.2 lbs. (solids or cremes) Open System Use: 0 Closed System Use: 0 NO Acutely Hazardous Materials Corrosives COR: Liquids Interior Storage: 47 gal. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 COR:Solids Interior Storage: 207 lb. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 Irritants IRR Interior Storage: 70.3 gal. +7.2 lb. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 7 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: S08-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf _s COSMOPROF Distributor of"professional only"salon products to salons and licensed cosmetologists CosmoProf. HAZARDOUS MATERIALS INVENTORY& REGISTRATION limmse"I'°`m.W- CHEMICAL CLASSIFICATION;MERCANTILE RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited Product Composition Product .• . . % Liquid or Size/Vol. Cont. (Common Name) Chemical Name (ra CAS# Aerosol Range Size Containers Quant. Hazard nge) Classes Isopropyl alcohol 0-10 67-63-0 Ethyl alcohol 0-30 64-17-5 Ethyl acetate 0-40 141-78-6 Butyl acetate 0-40 123-86-4 FL-1 al. oz. g Nail Polish Nitrocellulose 0-20 9004-70-0 L 0.125-5 0.4 oz. 3,200 gal. or Propyl acetate 0-10 109-60-4 CL-11 Tosylam ide/ 0-10 1338-51-8 formaldehyde resin Heptane 0-15 142-82-5 mmm7 Trimethylhexyl 0-65 72869-86-4 dicarbamate Polyurethane acrylate 0-65 55818-57-0 2-Hydroxyethyl 5-20 868-77-9 methacrylate F L-1 B Hydroxypropyl 5-20 27813-02-1 L 0.25—8 oz. 0.66 oz. 650 3.4 gal. or methacrylate CL-II Polyethylene glycol 0-7 25852-47-5 Acrylic&Gel Nail dimethacrylate Polish Isopropyl alcohol 0-3 67-63-0 Ethyl acetate 0-20 141-78-6 Butyl acetate 0-20 123-86-4 Poly(ethyl methacrylate-co- 0-100 25685-29-4 methyl methacrylate) 0.063— Poly(ethyl S 0.21b. methacrylate) 0.121b. 60 7.21b. IRR 0-60 9003 42-3 Benzoyl peroxide 0-3 94-36-0 Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 1 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf COSMOPROF Distributor of"professional only"salon products to salons and licensed cosmetologists CosmoProf. HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE(RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited ProductComposition AverageForm Container Product Type % Liquid or Size/Vol. Cont. Tot I (Common Name) Chemical Name (range) CAS# Aerosol Range Size Containers ua Hazard I Classes Sodium hydroxide 0-2.5 1310-73-2 0.5-60 oz. 18.8 oz. 47 gal. Cetearyl alcohol 0-5 67762-27-0 L (L) (L) 320(L) (L) IRR Hair Relaxers Oils, lanolin and or glycols 5-30 ---- S 1.0-4 lb. 3.77 lb. 55(S) 207 lb. COR (S) (S) (S) Acetone 70-100 67-64-1 Methyl ethyl ketone 0-45 78-93-3 Isopropyl alcohol 0-70 67-63-0 Ethyl alcohol 1 0-70 64-17-5 Urea 0-12 57-13-6 Cleaners,Solvents Potassium hydroxide 0-5 1310-58-3 FL-I B (removers for nail o-benzyl-p- 0.1 -128 39.9 polish, cuticles 0-5 120-32-1 L 23.2 oz. 220 p choro henol al. P oz. and glues),& (germicidal active) g IRR Disinfectants Dimethyl benzyl 0-5 68424-85-1 ammonium chloride Sodium nitrite 0-5 90-43-7 Diethylene glycol n- 0-50 112-34-5 butyl ether Butylene glycol 0-20 107-88-0 7Carboxyethyl anoacrylate 0-100 7085-85-0 e 0-85 25038-54-4 CL-III A Nail Glues &Glue vinyl acetate 0-30 24937-78-8 L 0.1-4 oz. 0.77 oz. 200 1.2 gal. or B Primers r & IRR m hydroxide 0-1 1336-21-6 acrylate 0-15 24615-84-7 Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 2 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf COSMOPROF . Distributor of"professional only"salon products to salons and licensed cosmetologists CosmoProf. HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION;MERCANTILE RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited ProductComposition Product Containers Hazard •• % Liquid or Size/Vol. Cont. AppX.#of Total IFC 1 • • Range p (range) uant. Classes Ethyl acetate 0-70 141-78-6 Methacrylic acid 0-100 79-41-4 Hydrogen peroxide 0-25 7722-84-1 Ammonium persulfate 0-55 7727-54-0 Hair Color 0.125-128 OXY 1 Developer Potassium persulfate 0-55 7727-21-1 L oz. 18 oz. 1,300 183 gal. & IRR Sodium silicate 0-40 1344-09-8 Waxes and oils 0-50 Ethyl alcohol 0-10 64-17-5 Ethanolamine 0-10 141-43-5 Ethoxydig lycol 0-10 111-90-0 Ammonium hydroxide 0-7 1336-21-6 69.8 Hair Color L 0.07-16 oz. 2.35 oz. 3,800 IRR Cetearyl alcohol 0-30 67762-27-0 gal. Isopropyl alcohol 0-10 67-63-1 Hexylene glycol 0-10 107-41-5 Benzyl alcohol 0-10 100-51-6 Hydrogen peroxide 0-6 7722-84-1 Potassium persulfate 0-70 7727721-1 Hair Bleaches Sodium stearate 0-10 822-16-2 4.15 L 1-32 oz. 7.9 250 OXY-1 Sodium etasilicate 0-20 6834-92-0 gal. Organic acids 0-10 ------ Ammonium persulfate 0-20 7727-54-0 Aerosols and Dimethyl ether 0-40 115-10-6 A 0.3—16 oz. 8.1 oz. 1,500 95 gal. Aerosol Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 3 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf COSMOPROF Distributor of"professional only"salon products to salons and licensed cosmetologists CosmoProf. HAZARDOUS MATERIALS INVENTORY He REGISTRATION CHEMICAL CLASSIFICATION;MERCANTILE(RETAIL SALES)OCCUPANCY 2,400 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited ProductComposition Product (Common Name) Chemical Name % CAS# Liquid o Size/Vol. Cont. Total Hazard • • Range Size Quant. Classes Mousse(Hairspray Hydrofluorocarbon 0-55 75-37-6 Level 1or 2 Products and 152A Cleaners) Ethyl alcohol 5-60 64-17-5 Propane 0-25 74-98-6 Butane 0-45 106-97-8 Collagens 0-15 ---- Decamethylcyclopenta 0-30 541-02-6 siloxane Hexamethyldisiloxa 0-7 107-46-0 ne White mineral oil 0-100 =64742-47-8 Lubricating Oils =L4 92 oz. 20 1.4 gal. CL-IIIB Petroleum distillates 0-100 Ammonium hydroxide 0-2 1336-21-6 Calcium hydroxide 0-5 1305-62-0 Hair Removers Sodium hydroxide 0-2 1310-73-2 L 0.4-8 oz. 2.6 oz. 25 0.5 gal. IRR Thioglycolic acid 0-5 68-11-1 Inorganic 0-7 ---- thioglycolates Company Name/Operator:CosmoProf (Store#6684);Tammy Gilfeather(Store Manager) Page 4 of 7 Company Address: 1070 lyannough Road#G10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-775-0930 Owner: Beauty Systems Group LLC dba CosmoProf TOWN OF BARNSTABLE BAR-TnT 'f.8 0 1, Ordinance or Regulation WARNING NOTICE Name of Offender/Manager Gmnis) Iwtz..J i Address of Offender MV/MB Reg.# Village/State/Zip Business Name ll r7�wtD ��n �, &�.�pm,, on t 20 Business Address I(.) 70 i r r Signature .of--Enforcing Officer ) Village/State/Zip t-;��,�r(V►01's , 02&1)1 Location of Offense ; !� Enforcing Dept/Division Offense qlolk , O v* Facts l 94 fa o u; yvn.r,t-'p-4--4% r'k t " 1 ' This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD_-ENFORCING DEPT. ` TOWN OF BARNSTABLE � ' BAR-W Ordinance or Regulation WARNING NOTICE Name of Offender/Manager i►Alit"I I�~ �.V -- Address of Offender MV/MB Reg.# Village/State/Zip -7 Business Name " L:` am/pm, one 20 ' Business Address �,�r, •� ,,:,,� tr* }.; {x: ;R �- ' trr'tL __ Signature .of ,Enforcing Officer Village/State/Zip Location of Offense M"I - Enforcing Dept/Division Offense it t r vti < i '•r} � . # f �. � .Z! of-yi Zs 'r :+ yAE C� if i Facts t 4•"' ! i i 1 i' t !e " V' 'f , tr r� 1t_ This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance, Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. M0� INE►oy� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 B^",„ate LE.� 200 Main Street• Hyannis, MA 02601 Mfaoa a TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: AA6A LAU Date: Vk Location/Mailing Address: 1. Contact Name/Phone: Inventory Total Amount: 7a MSDS: License#: I�S Tier II Labeling: Spill Plan:T Oil/Water Separator: A Floor Drains: ® Emergency Numbers: Up� Storage Areas/Tanks: �1 Emergency/Containment Equipment: Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives (creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers a PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil&stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMM NDATIONS: Ll 1, S f Wao 10119 d�EJ� � tv nL.C�i ` 1 Inspector Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY- BUSINESS %-- Town of Barnstable �INE � Inspectional Services BARNSIABIE, : Public Health Division y MASS. f6;9. Thomas McKean, Director pr�D"A0�A 200 Main Street Hyannis, MA 02601 Phone:508-862-4644 Far:508-790-6304 Hello 2-18-20 Mike, It was nice to meet you and speak to you about your store. Below are a few of the things that need to be addressed before 3-10-20 as agreed upon with you. 1. All products must be labeled with what is in them, most of them were-fine. SIDS sheets for all products in store must be readily available to employees. These are obtainable from supplier or on line. The best way is to place in a binder and so mark same. 2. Fire extinguishers must be charged and hung up and marked with labels showing there location. 3. A spill/contingency plan must be posted by products and contain all emergency numbers. 4. Enclosed are some guidelines to be used to make it a little easier for you to prepare for the final inspection: 5. Fill out and obtain license from Board of Health for hazardous waste 6. Spill containment equipment must be readily available near storage of oil- waste 7. License to be posted also Thank you very much for your cooperation in this important matter Any questions or concerns, please feel free to contact me for assistance Respectfully, C. Gus Johnson Hazardous Material Inspector 508-.862-4645 Chester.johnson@town.barnstable.ma.us �_� .Tz._r^.�-a-r..-T-.- ...,`r..✓ :- ..__-..T ..,._ter •5.'"t.-•`" •s.�.ww:iR.•':n-�.,.yfy.. : .,.- - _ Gy- °ptNEr° Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMAA�LE. 200 Main Street• Hyannis, MA 02601 �pfEOMP'�p`0� TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: 0 b Date: Location/Mailing Address: 3-�L Contact Name/Phone: [rYl'd IJF 4) a-&P0-,75V a Inventory Total Amount:-N MSDS: License#: Tier II : ✓`b Labeling: Spill Plan: Oil/Water Separator: Floor Drains: Emergency Numbers: Storage Areas/Tanks: Emergency/Containment Equipment: Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes s a Lye or caustic soda Lacquer thinners 50,��,410°grw Miscellaneous Combustible Paint&varnish removers, deg osrsers Leather dyes Miscellaneous Flammable�Xs q�t�°�}f.- � Fertilizers Floor&furniture strippers �Ie�svJ�� PCB s Metal polishes i S$a l°" Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: e - #�r- ORDERS: INFORMATION/RECOMMENDATIONS: Inspector:C CIS Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY- BUSINESS w `oFI►ok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 "'e^R„nB`E 200 Main Street• Hyannis, MA 02601 EOMP+ TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: t U a �.,, kd� L, Date: is f` Location/Mailing Address: 7N tIA'0.1 Contact Name/Phone: Irl'1 kv- 14 4 maxsa is < Inventory Total Amount:.�� MSDS: License#: Tier II:- A/0 Labelinq: Spill Plan: Oil/WaterSeparator:Y Floor Drains: Emergency Numbers: Storage Areas/Tanks: Emergency/Containment Equipment: Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: f LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil v1' Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes ��� Lye or caustic soda Lacquer thinner`s 4 1�A4,WV ✓ Miscellaneous Combustible �p Paint&varnish removers, deg1ossers Leather dyes Miscellaneous Flammables ct.1%3 ;r Fertilizers Floor&furniture strippers(- rl6Qcwovv- PCB's Metal polishes ISSgI`"' �l Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: 0), J10 c 00- l� ORDERS: INFORMATION/RECOMMENDATIONS: ..�w Inspector:r a a Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY- BUSINESS' Town of Barnstable '4E r070 qy� Inspectional Services BARNSI'ABIE. * Public Health Division MASS. Thomas McKean,Director prFD""A�A 200 Main Street Hyannis,MA 02601 Phone:508-862-4644 Fax:508-790-6304 Hello 2-18-20 Mike, Ad03g It was nice to meet you and speak to you about your store. Below are a few of the things that need to be addressed before 3-10-20 as agreed upon with you. 1. All products must be labeled with what is in them, most of them were fine. SDS sheets for all products in store must be readily available to employees. These are obtainable from supplier or on line. The best way is to place in a binder and so mark same. 2. Fire extinguishers must be charged and hung up and marked with labels showing there location. 3. A spill/contingency plan must be posted by products and contain all emergency numbers. 4. Enclosed are some guidelines to be used to make it a little easier for you to prepare for the final inspection. 5. Fill out and obtain license from Board of Health for hazardous waste 6. Spill containment equipment must be readily available near storage of oil- waste 7. License to be posted also Thank you very much for your cooperation in this important matter Any questions or concerns, please feel free to contact me for assistance Respectfully, C. Gus Johnson Hazardous Material Inspector 508-862-4645 Chester.johnson@town.barnstable.ma.us AV111 Town of Barnstable Building Department Brian Florence, CBO cope Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.ma.us Pre-application for Business Certificate Date 06/17/2019 Map �� Parcel 0 01' 0 Applicant Information Applicants Name Hobby Lobby Stores, Inc. #867 7 ) — 4 (_ 3 Applicants Address 1070 MA-132 Email Address taxJurisdictionmail@hobbylobby.com Telephone Number (405) 745-1590 Listed ❑ Unlisted Business Information New Business? ----------------------------------------•CD No :�• Business is a registered corporation? ------------------------- Yes No a If yes Name of Corporation Hobby Lobby Stores, Inc. n ' css C �-- a C� ►-n Does business operate under the registered corporate name? Yes No Is the business a sole proprietorship or home occupation? --------- Yes Qo If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business Hobby Lobby Stores Inc. #867 Business.Address 1070 MA-132 Hyannis MA 02601 Type of Business Retail Sales-Arts, Crafts, and Supplies Building Commissioner Office Use Only Conditions Building Commission � �ate Clerk Office Use Only °FINE roh. Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 98ARM�Le.� 200 Main Street• Hyannis, MA 02601 �p t6M a ♦0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT CFO MAy Business Name: Q1 0- /L ' Date: Location/Mailing Address` 1670 Contact Name/Phone: 50 - 7 — 41-32 Inventory Total Amount: !Q0 MSDS: License#: Tier II : No Labelina: Spill Plan: CS Oil/WaterSeparator: Floor Drains: 0 Emergency Numbers: Storage Areas/Tanks: (O Emergency/Containment Eq ui men . Waste Generator ID: NAC1300 0030 Waste Product: G 5 [- Date&Amount of Last Shipment/Frequency: 0 Licensed Waste Hauler&Destination: C CrV►`G "� SVr Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners V- Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: v Sb e) ►` or J Inspector: Facility Representative: ML WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS `°t1ME rok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMfIq- . A $ 200 Main Street• Hyannis, MA 02601 039.PrEDMP'�a`0 c ,TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Q Business Name: LA N SuNN #101q3 Date: g I I Location/Mailing Address: J 1070 v •. 3 k Contact Name/Phone: �i�i-7 71 -413i Inventory Total Amount: SDS: Sy� License#: 3 Tier II : 4M - Labelina: Qs- 1 Spill Plan: 5 Oil/WaterSeparator: Floor Drains: Emergency Numbers: Storage Areas/Tanks: C14 ` 1,r e, ` Emergency/Containment 9quipmen : 4 0 Waste Generator ID: N36N Waste Product: W r)s Date&Amount of Last Shipment/Frequency: — d SO Licensed Waste Hauler&Destination: C Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, . storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils V Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOM NDATIONS: -0. ` tl f al is ,rn Inspector: Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY- BUSINESS �p IKE►ok, Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 BARMASSRLE.g` 200 Main Street• Hyannis, MA 02601 �prEOMP+p`0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: 6eJ11 Date: lO a Location/Mailing Addre s: %070 1 a 4)14t V1 vt 15 Contact Name/Rho e: 1 D - -7 _ y/ v & evct 9y6-7-9-i-4 by Inventory Total Amount: 30 0 SIDS: ,V°�'41v'11W4ke, License#: 131L Tier II : Pi 0 Labeling:� 'Cleat l-- � L C� Spill Plan:,: cl�. �� Oil/WaterSeparator: Floor Drains: IJ o Emergency Numbers: tt Storage Areas/Tanks: liSk� cKA-e--14v-xx� 1t1157 Emergency/Containment Equipment: A O'Ls'te— Waste Generator ID: )A AG, DO to ?)Oq Waste Product: t Ak5',c (F�Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: A, LIST OF TOXIC AND HAZARDOUS MATERIALS! ° Mf vWNOTE: Under the provisions of Ch. 111, Section 31, of the General L MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash . Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals (Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil&stain removers (including carbon tetrachloride) ;(including bleach) Any other'products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VI LATIONS: ktk- oyS A& $C,a 1s o- &ye i o 4-1Ac �S WC�° Ylhavt� 25AL av a-la ORDERS: i c-- Wlv5J 2 W 1 x t_ o "t e 0 to � ea e r 2 Q a I tti Akf-t INFORMATION/REC ENDATIONS: K a u& a oQpv� Inspector: 1 L.-\14 kke . Facility Representative• WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS INE►owe Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMAT�%. .g` 200 Main Street• Hyannis, MA 02601 .639. MA TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT CFO C s Business Name: 44L%✓ , ��.� Date: 2 2y 7 Location/Mailing Address: ID-7o .l a., IRS a , Contact Name/Phone: Z�Oro- AdH t o - 7,,ff -77 7 Inventory Total mount: &A MSDS: e",- Cve License#: .N ATier II : 0 Labeling: ce-k&% Spill Plan: r- zt— Oil/WaterSeparator: Floor Drains: hem Emergency Numbers: 0 K. Storage Areaslfanks: k\ CVVk- ILOAI�S Emer enc /Containment ui ment: `st JL,-�lnAlv� �.�rs v n a e- Waste Generator ID: aste Product: Date&Amount of Last Shi ment/Fre uenc : Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash �o74, Motor oils Miscellaneous Corrosives 5 �� f 5 3 Gasoline,jet fuel, aviation gas Cesspool cleaners + C0-1t I CPU-1-< C`7 Diesel fuel, kerosene, #2 heating oil I— Disinfectants t Qom- 2 vttve Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible are-ro5-k S 3 Paint&varnish removers, deglossers Leather dyes -� Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons .� Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" Cn (including chloroform, formaldehyde, . l hydrochloric acid, other acids) VIOLATIONS: �1` ORDERS: INFORMATI N/RECOMMENDATIONS: c. Ow �cc\V1 b yak � < ovS CL4 I�� ��p-�Uilol�t�� Inspector: l_4�`��� Facility Representative: Z,�44 6�� WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS `°Fvw rok� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 BARMS�--- ` 200 Main Street• Hyannis, MA 02601 �p f67q•A�e� rf0 MP+ TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: S,& I IV deA! - -S-1 PO 1,4 09 Date: 2 23/►7 Location/Mailing Address: o-70 .�. u - YR k yt i S Contact Name/Phone: CA ,0qA.- "o - 7-7 1- y� EV%V-co . - DebS M-dd ltt-0- q yo-z.a-7- y g 6 Y Inventory otal Amount: nrAv%A.9 1'--4 y�,c SDS: Nc�J�abi. g k oK/�wc- License#:�8� Tier II : o 5b Labeling: QAa,I-i ,,,wst-r.- tcces5 Spill Plan: ovidliA 6-/ Oil/Water Separator: /J ►� Floor Drains: �/y o Emergency Numbers: OK �'`y`4e Storage Areas/Tanks: w -f- Lora ,r c o K 1, f sbelc,b Y+ P' wa�,9 fG_ Emergency/Containment Equipment: 7 4-1, . .Ab-,-,b,--wA -4- t- dV&I j 0o Le- e✓ 0-11�vr Waste Generator In: 40 Waste Product:rill sc k4swa0e- 4►N<5Ls/r�'l�rnS Date&Amount of Last Shipment/Frequency: 2 re'wt_ - a r ? Licensed Waste Hauler&Destination: Other Waste Disposal Methods: �7 LIST OF TOXIC AND HAZARDOUS MATERIALS -- ;lei NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous Lerial use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION RECOMMENDATIONS: C o�� 6LZac ,2S e 4 �a e- �S <-X . 5 1 10. oca 4c'-e_6t �JA, r.e-c-e��e � - K'�OJ� I)GLS {� Vvt,ecnA-Ce okr 5 � �° sn pector: 'I --�tVCII aLs+e- w.4L4&A"c� S "��� �g+I-Oe`t Facility Representative: or +o WoLs+-� ie-k 4v10. HITE COPY-HEALTH DE ARTMEfVT/CANARY COPY- BUSINESS � ko J�,II lav- �pc.9\1%C t.C. b1 Page 1 of 3 Lavelle, Timothy From: Steve Lichten [slichten@enviroservices.com] Sent: Thursday, February 23, 2017 10:43 AM To: Lavelle, Timothy; Middleton, Debbie Subject: Sally beauty & CosmoProf Stores- HazMat Info Good mornign, Mr. Lavelle, My name is Steve Lichten, ESCI EnviroServices, Inca in Southern California. We have been retained by the Sally Beauty/CosmoProf cosmetic/beauty products retail supply companies to prepare and submit fire code hazardous materials chemical classifications and inventories to the various jurisdictions in which they are opening stores. As you are aware, there is one Sally Beauty store (1070 Iyannough Road#K10,Hyannis, MA 02601) and one CosmoProf store (CosmoProf#6684, 1070 Iyannough Road#G10,Hyannis, MA 02601) in your jurisdiction. Each of these stores (as do all of the company's locations) have several thousand individual beauty products (containing chemical ingredients and posing possible hazards) for retail sales. Rather than identify the composition for every single one of those products and inventory each one, ESCI EnviroServices reviewed the products and separated out the products by product type: . Finger nail polish . Gel-type nail polish . Acetone and other solvent type (remover) materials . Cleaners and disinfectants . Hair color . Hair color developer . Glues (e.g. fingernail glue) . Hair 'relaxers' . Aerosol spray products . Non-aerosol pump spray products. Clearly non-hazardous liquid materials such as shampoo and creme rinse were not included. We then created a modified Chemical Classification(hazardous materials inventory) form to reflect product type (vs. chemical name), the number of individual containers of that product type, container volume range (most are quite small, with the largest 1 gal. or 128 oz.), average volume per container and estimated total volume of that product type. For the chemical composition and fire code hazard class, we pulled a generally representative sampling of SDSs for the products in each product category, and we listed the chemical ingredient, CAS # and percentage range - summarizing the various major ingredients and percentages in the various sample products. In many cases, not every product in the product category has all ingredients listed, but the listed ingredients provide a good representation of the composition across the specific product types. For the fire code hazard class, we identified the hazard class based on the aggregate ingredients and chemical/physical properties as listed on the various SDS. You'll notice that some products are listed as being, for example, either FL-IB or CL-II; in this case, some products could be Flammable Liquid Class 2/24/2017 _ Page 2 of 3 IB�and others in that product line were Combustible Liquids Class 11. So we listed both. When we prepared the summary tables by hazard class, we used the higher hazard category. The same criteria and summary was used for other possibly multiple hazard classes. With regard to the oxidizers (mostly hair color developers (peroxides and bleaches)), I was very conservative in my classification of the hair color developers as an OXY-1, although they are mostly likely somewhat lower/less hazardous than the OXY-1 would indicate. If the stated volume does not create a permit problem, I can leave it as is (rather than going through dozens of data sheets). Also included with these classifications are the summary product inventory spreadsheet printouts by identified product types. The inventory lists for each individual product the SKU inventory code number, the product name, number of containers expected to be on hand at the store and the volume in each container. If a hazard class is not present, it was not listed and pulled off the summary tables for clarity. Again, with> 3,000 individual products from many different manufacturers and suppliers, each with slightly different mix of ingredients, the attached proposed format saved us a huge amount of time and effort while still providing the pertinent information on volumes, ingredients and hazards. The main difference between the products at each of the two stores is the volumes of the products. While the specific mix may also vary, both stores essentially,sell similar products. The SDS we used for the attached hazard classifications are contained in a zip file (folders for each product type). It's a big file, so you'll need to download it from the file transfer site below. For all of the Sally Beauty and CosmoProf products,the corporate office maintains a database of ALL SDS and each store has online access to these sheets (searchable by product name or SKU number). I may have additional information Tor you regarding the requested emergency response plan and associated procedures if those are not sent to you directly from the corporate office. I'm sending you in this email the hazardous materials inventory and hazard summary information only. I'll call you shortly and follow up. Please do not hesitate to call me directly at 714-322-0470. Thank you, Tim. Best regards, Steve slichten@enviroservices.com has sent you a file that will EXPIRE in 8 days. To view and download your files, visit: https://www.sendthisfile.com/mXPaF6mOca2JRbmugYSlmONf File: Sally Beauty MSDS.zip Steven M. Lichten President ESCI EnviroServices, Inc. 4401 Atlantic Avenue;, Suite 200 Long Beach, CA 90807 2/24/2017 Page 3 of 3 714-322-0470 (cell - the preferred contact phone) 562-984-2079 (main office) 714-256-4812 (fax) 2/24/2017 SALLY BEAUTY SUPPLY Retail sales of professional beauty supplies and products SALLOt SUPPLY' HAZARDOUS MATERIALS INVENTORY Ht REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE(RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composite ro.uct ompos ion AverageContainer.. • . . (range) R ange Size(Common Name) Chemical Name % CAS# SizeNol. Cont. Containers Total Hazard Classes Isopropyl alcohol 0-10 67-63-0 Ethyl alcohol 0-30 64-17-5 Ethyl acetate 0-4 1141-78-6 Butyl acetate 0-40 123-86-4 FL-IB Nail Polish Nitrocellulose 0-20 9004-70-0 L 0.1oz -5 0.4 oz. 2,900 9.1 gal. or Propyl acetate 0-10 109-60-4 CL-II Tosylamide/ 0-10 1338-51-8 formaldehyde resin Heptane 0-15 142-82-5 Trimethylhexyl 0-65 72869-86-4 dicarbamate Polyurethane acrylate 0-65 55818-57-0 2-Hydroxyethyl 5-20 868-77-9 methacrylate Hydroxypropyl FL-1 B methacrylate 5-20 27813-02-1 L 0.25—8 oz. 0.66 oz. 475 2.5 gal. or CL-11 Polyethylene glycol 0-7 25852-47-5 Acrylic&Gel Nail dimethacrylate Polish Isopropyl alcohol 0-3 67-63-0 Ethyl acetate 0-20 141-78-6 Butyl acetate 0-20 123-86-4 Poly(ethyl methacrylate-co- 0-100 25685-29-4 methyl methacrylate) 0.063— Poly(ethyl S 0.21b. 0.121b. 50 6.0Ib. IRR methacrylate) 0-60 9003 42-3 Benzoyl peroxide 0-3 94-36-0 Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store Manager) Page 1 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-771-4138 Owner: Sally Beauty Supply LLC SALLY BEAUTY SUPPLY LY Retail sales of professional beauty supplies and products 1;SAL ecAurrs�uPPW HAZARDOUS MATERIALS INVENTORY He REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE(RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited Product Composition Container Average Est. 2013 Product . . . % Liquid or Size/Vol. Cont. Co Total (Common Name) Chemical Name CAS# S? Container Hazard (range) Sodium hydroxide 0-2.5 1310-73-2 0.5-60 oz. 18.8 oz. 40.4 Cetearyl alcohol 0-5 67762-27-0 L (L) (L) 275(L) gal. (L) IRR Hair Relaxers Oils, lanolin and or glycols 5-30 ---- S 1.0-4 lb. 3.77 lb. 45(S) 170 lb. COR (S) (S) (S) Acetone 70-100 67-64-1 Methyl ethyl ketone 0-45 78-93-3 Isopropyl alcohol 0-70 67-63-0 Ethyl alcohol 0-70 64-17-5 Urea 0-12 57-13-6 Cleaners,Solvents Potassium hydroxide 0-5 1M-58-3 (removers for nail o-benzyl-p- 0.1 - 128 32.6 FL-IB polish,cuticles chorophenol 0-5 120-32-1 L oz 23.2 oz. 180 gal. and glues),& (germicidal active) IRR Disinfectants Dimethyl benzyl 0-5 68424-85-1 ammonium chloride Sodium nitrite 0-5 90-43-7 Diethylene glycol n- 0-50 112-34-5 butyl ether Butylene glycol 0-20 107-88-0 Ethyl2-cyanoacrylate 0-100 7085-85-0 Polyamide 0-85 25038-54-4 CL-III A Nail Glues&Glue Ethylene vinyl acetate 0-30 24937-78-8 Primers copolymer L 0.1-4 oz. 0.77 oz. 160 1.0 gal. or B &IRR Ammonium hydroxide 0-1 1336-21-6 Carboxyethyl acrylate 0-15 24615-84-7 Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store Manager) Page 2 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-771-4138 Owner: Sally Beauty Supply LLC SALLY BEAUTY SUPPLY I • ALLY Retail sales of professional beauty supplies and products BEAUTY SUPPLY* HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited ProductComposition Product (Common Name) Chemical Name (range) CAS# Aerosol Range Size Containers Quant. Hazard Classes Ethyl acetate 0-70 141-78-6 Methacrylic acid 0-100 79-41-4 Hydrogen peroxide 0-25 7722-84-1 Ammonium persulfate 0-55 7727-54-0 Hair Color 0125-128 168.8 OXY 1 Developer Potassium persulfate 0-55 7727-21-1 Loz. . 18 oz. 1,200 gal & IRR Sodium silicate 0-40 1344-09-8 Waxes and oils 0-50 ffmm mom Ethyl alcohol 0-10 64-17-5 Ethanolamine 0-10 141-43-5 Ethoxyd ig Iycol 0-10 111-90-0 Ammonium hydroxide 0-7 1336-21-6 64.3 Hair Color Cetearyl alcohol 0-30 67762-27-0 L 0.07-16 oz. 2.35 oz. 3,500 gal IRR Isopropyl alcohol 0-10 67-63-1 Hexylene glycol 0-10 107-41-5 Benzyl alcohol 0-10 100-51-6 1,7 Hydrogen peroxide 0-6 7722-84-1 Potassium persulfate 0-70 7727-21-1 Hair Bleaches Sodium stearate 0-10 822-16-2 0.13 L 1-32 oz. 7.9 210 OXY-1 Sodium etasilicate 0-20 6834-92-0 gal. Organic acids 0-10 ---- Ammonium persulfate 0-20 7727-54-0 Dimethyl ether 0-40 115-10-6 A 0.3—16 oz. 8.1 oz. 1,200. 76 gal. Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store Manager) Page 3 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-771-4138 Owner: Sally Beauty Supply LLC SALLY BEAUTY SUPPLY DSALLY Retail sales of professional beauty supplies and products SesutY SUPPLY' HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Composited Product Composition Product . SizeNol. Cont. . . (Common Name) Chemical Name % CAS# Liquid or Containers Hazard (range) e Classes Aerosols and Hydrofluorocarbon 0-55 75-37-6 Aerosol Mousse(Hairspray 152A Level 1 Products and Ethyl alcohol 5-60 64-17-5 or 2 Cleaners) Propane 0-25 74-98-6 Butane 0-45 106-97-8 Collagens 0-15 -- Decamethylcyclopenta 0-30 541-02-6 siloxane Hexamethyldisiloxa 0-7 107-46-0 ne White mineral oil 0-100 8042-47-5 Lubricating Oils Petroleum distillates 0-100 64742-47-8 L 4—18 oz. 9.2 oz. 15 1.1 gal. CL-IIIB Ammonium hydroxide 0-2 1336-21-6 Calcium hydroxide 0-5 1305-62-0 Hair Removers Sodium hydroxide 0-2 1310-73-2 L 0.4-8 oz. 2.6 oz. 20 0.4 gal. IRR Thioglycolic acid 0-5 68-11-1 Inorganic 0-7 --- thioglycolates Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store Manager) Page 4 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area&Storeroom Phone: 508-771-4138 Owner: Sally Beauty Supply LLC SALLY BEAUTY SUPPLY SALLY Retail sales of professional beauty supplies and products BEAUTY SUPPLY' HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION;MERCANTILE(RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only CHEMICAL CLASSIFICATION SUMMARY SHEET Hazard Class: Flammable Liquid FL-IB Chemical Name (Product Type) Amount Stored O.S.Use C.S.Use Location of Storage, Location of Use Nail Polish 9.1 gal. N/A N/A Retail store space N/A Acrylic&Gel Nail Polish 2.5 gal. N/A N/A Retail store space N/A Solvents(removers for nail polish;cuticles 32.6 gal. N/A N/A Retail store space N/A and glues)& Disinvectants Interior Storage: 44.2 gal Exterior Storage: 0 gal Open System Use: 0 gal Closed System Use: 0 gal Hazard Class: Combustible Liquid CL-III Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Nail Glues & Glue 1.0 gal. N/A N/A Retail store space N/A Primers Lubricating Oils 1.1 gal. N/A N/A Retail store space N/A Interior Storage: 2.1 gal Exterior Storage: 0 gal Open System Use: 0 gal Closed System Use: 0 gal Hazard Class: AEROSOL LEVEL 1&2(Flammable Pressurized Liquid/Gast Chemical Name Amount Stored I O.S.Use C.S.Use Location of Storage Location of Use Aerosols and Mousses 76 gal. N/A N/A Retail store space N/A Interior Storage: 76 gal Exterior Storage: 0 gal Open System Use:_gal Closed System Use: 0 gal Hazard Class: Oxidizer OXY-1 Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Hair Color Developer 168.8 gal N/A N/A Retail store space N/A Hair Bleaches 13.0 gal N/A N/A Retail store space N/A Interior Storage: 181.8 gal Exterior Storage: 0 gal Open System Use: 0 gal Closed System Use: 0 gal Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store.Manager) Page 5 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area& Phone: 508-771-4138 Storeroom Owner: Sally Beauty Supply LLC l SALLY BEAUTY SUPPLY Retail soles of professional beauty supplies and products OSALLY BEAUTY SUPPLY' HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION; MERCANTILE(RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only Hazard Class: Corrosive COR Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Hair Relaxers—Liquids 40.4 gal. N/A N/A Retail store space N/A Hair Relaxers—Solids 170lb. N/A N/A Retail store space N/A Interior Storage: 170 lb Exterior Storage: 0 lb Open System Use: 0 lb Closed System Use: 0 lb Interior Storage: 40.4 gal Exterior Storage: 0 gal Open System Use:_gal Closed System Use: 0 gal Hazard Class: Irritant IRR Chemical Name Amount Stored O.S.Use C.S.Use Location of Storage Location of Use Nail Glues&Glue 1.0 gal.* N/A N/A Retail store space N/A Primers Hair Color Developer 168.8 gal. * N/A N/A Retail store space N/A Hair Color 64.3 gal. Solvents(removers for nail polish,cuticles 32.6 gal. N/A N/A Retail store space N/A and glues)& Disinfectants Acrylic&Gel Nail 6.0 lb. N/A N/A Retail store space N/A Polish Hair Removers 0.4 gal. N/A N/A Retail store space N/A HairlRelaxers—Liquids 40.4 gal.* N/A N/A Retail store space N/A Hair Relaxers—Solids 170lb.* N/A N/A Retail store space N/A * =Already classified/counted sunder other hazard classes. Interior Storage: 6.0 lb Exterior Storage: 0 lb Open System Use: 0 lb Closed System Use: 0 lb Interior Storage: 64.7 gal Exterior Storage: 0 gal Open System Use: 0 gal Closed System Use: 0 gal Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store Manager) Page 6 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area& Phone: 508-771-4138 Storeroom Owner: Sally Beauty Supply LLC SALLY BEAUTY.SUPPLY ��� Retail sales of professional beauty supplies and products � BEAUTY A suav►w• HAZARDOUS MATERIALS INVENTORY& REGISTRATION CHEMICAL CLASSIFICATION;MERCANTILE(RETAIL SALES)OCCUPANCY 1,500 SQUARE FT./SPRINKLERED HYANNIS, BARNSTABLE COUNTY, MA All products are retail sales—closed use only CHEMICAL CLASSIFICATION SUMMARY TOTALS Flammable and Combustible Liquids FL-IB: CL-III: Interior Storage: 44.2 gal. Interior Storage: 2.1 gal. Exterior Storage: 0 Exterior Storage: 0 Open System Use: 0 Open System Use: 0 Closed System Use: 0 Closed System Use: 1 0 AERO Level 1&2: Interior Storage: 76 gal. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 Total Hazardous Materials: Oxidizers OxY-1: 409.2 gallons (liquids) Interior Storage: 181.8 gal. 176 lbs. (solids or cremes) Exterior Storage: 0 Open System Use: o NO Acutely Hazardous Materials Closed System Use: 0 Corrosives I Liquids Interior Storage: 40.4 gal. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 COR: Solids Interior Storage: 170 lb. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 Irritants IRR Interior Storage: 64.7 gal. +6.0 lb. Exterior Storage: 0 Open System Use: 0 Closed System Use: 0 Company Name/Operator:Sally Beauty(Store#10185);Catherine Milholo(Store Manager) Page 7 of 7 Company Address: 1710 lyannough Road#K10,Hyannis,MA 02601 Area:General Retail Store Area& Phone: 508-771-4138 Storeroom Owner: Sally Beauty Supply LLC TOWN OF BARNSTABLE BAR-w 4802 Ordinance or Regulation WARNING- NOTICE � t+ � c��v Address of Offender MV/MB Reg.# Village/State/Zip Business Name 6r( ���� ��Jf+v�y -j�'>(�G �. nt� �/pm, on 20 /7 Business Address 1DT7r ,L jAvt,kuyW L r f Signature .of/Enforcing Officer Village/State/Zip 143 V%%Aj > , MA -� 44 Location of Offense r ��� y &4'i> �/ S� ��,� / � " Y J Enforcing Dept/Division Offense f{�/t,(,. Oy.J m44� ,tkL I� Ccrt� 4V � f1� �°1���. Al"s� �tT! iFacts (� t•) T� � :c V � �� '' �I rat., I , ce-14 0 41K- I' �U 04- r5 ";,-V6 , This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OFf BARNSTABLE B _We ' � f Ordinance o,r 'Regulation :, 'e "o 14,. a WARRNIN' '.NOTICE Name of Offender/Manager :� " rµ,y �'- f , Address of Offender MV/MB Reg.# Village/State/Zip . Business Name �` } `� '' 'V I'/ t � `/ ' 'am/pm,, on , � 20 / 7 Business Address -7, Signature _of'Enforcing Officer t ♦ +.^+ {® Village/State/Zip Location of Offense Enforcing Dept/Division Offense ! 4 4• '"i� S ft tti t t� r�. � d, %* �«fi ( .:fit ' t �I 4! f^ } r tt Facts— This ' ^ �' "f 4 r �• j . (', f >° < 411 L 4 l,f j� y s s; • ', 3 " f .i t t't will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in P g ry P q appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT, . • Page 1 of 1 Lavelle, Timothy From: *Teri Wells [TWells@ratnerco.com] Sent: Friday, December 23, 2016 10:47 AM To: Lavelle, Timothy Subject: Hair Cuttery @ 1070 lyannough Road Good morning Mr. Lavelle, just left you a voicemail and noted I would email you as well. I am in receipt of a notice from your office to all business operators with hazardous materials in the Town of Barnstable. This is for the Hair Cuttery located at 1070 lyannough Road, I am reaching out to find out more information regarding the notice. I am not sure if this notice was sent to all businesses and might be something we can disregard or if we were targeted as a hair salon because of the hair chemicals, etc. that we would have on site to be able to perform various hair services. Please let me know if I can disregard this notice or if further follow-up is required. If we do require the inspection by your office, please advise as to what paperwork or information you need from me to move forward with this. Thank you for your help and have a wonderful holiday! �,I� vnanv�o�v�ce� -Teri Wells License Administrator Ratner Companies f' (703) 269-5285 (703) 269-5418 (fax) [1 1ti k �Lvv1��f s o4 i6wwt, v y 11 �1a-- oY C-6�',� e� ti ? r,,u 12/28/2016 Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that SHAWS#1598 ................................................................................................................................. 1070 IYANNO UGH ROAD, HYANNIS,AZ .----------------------------------------------------------------------------------------------------------------------------------------------------------------------- Is Hereby Granted a License For: Storing or Handling 500 gallons or more of Hazardous Materials. Restrictions: .------------------------------------------------------------------------------------------------------------------------------------------------------------------. This license is granted in conformity with the Statutes and ordinances relating there to, and expires 06/30/2021 unless sooner suspended or revoked. ---------------------------------------- JOHN NORMAN DONALD A.GUADAGNOLI,M.D. 07/01/2020 PAUL J.CANNIFF,D.M.D. THOMAS A.MCKEAN,R.S.,CHO Director of Public Health �h Town of Barnstable ®R&E , ,Inspectional Services B�Public Health Division „ x4:,lttw'.15�`lli!.e:F. Thomas McKean,Directortia L 200 Main Street,Hyannis,,NL� 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE f'' 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 l st—JUNE 3Qth). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT . _11.1 —499 Gallons,— ._ $12.5.00 ❑� CATEGORY 3 PERMIT 500 or more Gallons: $150.00 *A late charge of$10.00 will be assessed if payment,is not received by Jull lst. 1. ASSESSOR'S MAP AND PARCEL NO. 295-019-X01 to 295-019-X02 2. IS THIS A PERMIT RENEWAL? X YES_NO. IF YES,SKIP QUESTION 3. • 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONINGIBUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES(25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: Star Markets Company, INC. 5. NAME OF ESTABLISHMENT: SHAW'S#1598 6. ADDRESS OF ESTABLISHMENT: 1070 lyannough Rd 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: PO Box 29096, MS-6531 oenix, AZ 85038-9096 S. TELEPHONE NUMBER OF ESTABLISHMENT: 508-775-7611 NASC.Tax@safeway.com 9. EMAII,ADDRESS: 10. SOLEOWNER: YES X NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME Star Markets Company, Inc. PRESIDENT See attached TREASURER CLERK • 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT DATE Uis`=' , Q\Application FormsViaz Mat Appli Draft Jan2019.docx Officer Listing Shaw's Supermarkets, Inc. F E I N: 04-1123420 Star Markets Company, Inc. FE I N: 04-3243710 Name Title Address Phone Ownership Robert Backus President 750 W Center St, West Bridgewater, MA 02379 907-903-2834 0% Laura A. Donald Group Vice President, Corporate Law&Assistant Secretary 1015 EI Curtola Blvd, Walnut Creek, CA 94595 208-395-4511 0% Robert A. Gordon Executive Vice President, General Counsel & Secretary 24 Robert Rd, Orinda, CA 94563 208-395-3856 0% Gary Morton Vice President, Treasurer&Assistant Secretary 12000 Canal St, Boise, ID 83705 208-395-5394 1 0% Number Fee 1316 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Sally Beauty Supply#10185 .-------------------------------------------------------------------------------------------------------------------------------- 1070Iyannough Road, Hyannis, MA .----------------------------------------------------------------------------------------------------------------------------------------------------------------------- Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons of Hazardous Materials. ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------ Restrictions: -------------------------------------------------------------------------------------------------------------------------------------------------------------------. This license is granted in conformity with the Statutes and ordinances relating there to, and expires 06/30/2021 unless sooner suspended or revoked. ---------------------------------------- JOHN NORMAN DONALD A.GUADAGNOLI,M.D. 07/01/2020 PAUL J.CANNIFF,D.M.D. THOMAS A.MCKEAN,R.S.,CHO Director of Public Health m Town of Barnstable Inspectional Services BARN{-STABLE Public Health Division RwSiKE£1'6'39}Ol 'r'"rJ t1 • Wi3'CV P:1.•JSR'r:: .S:bfKM..r Thomas McKean,Director PAAW 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 lst—JUKE 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 ® 14 `V *A late charge of$10.00 will be assessed if payment is not received by July 1st. (-�4(62la'A 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? X 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: Crystalyn Dogui-is,Agent for Sally Holdings, LLC 5. NAME OF ESTABLISHMENT: Sally Beauty Supply#10185 6. ADDRESS OF ESTABLISHMENT: 1070 lyannough Road#K10, Hyannis, MA 02601 Verisk 3E, Regulatory Dept/CosmoProf 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: 3207 Grey Hawk Ct, Ste 200,Carlsbad,CA 92010 8. TELEPHONE NUMBER OF ESTABLISHMENT: (508) 771-41381 Verisk 3E: (760)602-8700 9. EMAIL ADDRESS: regulatory@Verisk3E.com 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME_Sally Holding LLC, 3001 Colorado Blvd, Denton, TX 76210- (940) 898-7500 PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: Crystalyn Dogui-is,Agent for Sally Holdings, LLC TELEPHONE#: (760)602-8700 COMPANY ADDRESS 3207 Grey Hawk Ct. Suite 200 EMAIL: regulatory@Verisk3E.com • Carlsbad. CA 92010 SIGNATURE OF APPLICANT D DATE 09/24/2020 Q:1Applicadon Forms\Haz Mat App Revised 09-10-18.docx Number Fee 1165 THE COMMONWEALTH OF MASSACHUSETTS $5o.00 Town of Barnstable Board of Health This is to Certify that Hobby Lobby .-------------------------------------------------------------------------------------------------------------------------------- 1070 Iyannough Road/Rte 132, Hyannis, MA ..---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Is Hereby Granted a License For: Storing or Handling 26 - 110 gallons of Hazardous Materials. ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------ Restrictions: -------------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and expires 06/30/2021 unless sooner suspended or revoked. ---------------------------------------- JOHN NORMAN DONALD A.GUADAGNOLI,M.D. 07i01/2020 PAUL J.CANNIFF, D.M.D. THOMAS A.MCKEAN, R.S.,CHO Director of Public Health ee f Town of Barnstable Inspecti6ii I Services BARNSTABLE OF E.tQ4 Public Z3e41th D1.v Kon ... K.tlW7 Mly.y Ill M.IIU fillttl tWz�0=701A i) Wn,MARS. E ,, Thomas McKean,Director i°jen Mo•�� 200 Main Street;Iyannis,MA 02601 Office: 508-862-4644 Iix: :508 790- 304 APPLICATION FOR PERMIT TO-STORENANWOR UTILIZE ;E HAZARDOUS.MATERIALS IN ACCORDANCE WITH THE TOWN OFBARNSTA.BLE G,E.IVERAL ORDINANCE,,CHAPTER 1,08;, HAZARDOUS MATERIALS,ALL'BUSINESSES THAT HANDLE,OR S:TQU1tIAZA1WOUS MATERIALS GREATER THAN HOUSEHOLD:QVANTITIES:;ARE REQUIRED TQ 013TAIN AN ANNUAL PERMIT(RUNS J.U-LY 1st—JUNt 30th), APPLICATION FEES CATEGORY PERMIT 26 11�G allons: �$ 0=00 CATEGORY 2�PEI2N[I I' it 1 —499 Gallons: $125,Q � CATEGORY 3 PERMIT 5:00 or mot a Ga11onS $150:00 �I '- J *A tate tharse of$10.00�wi.11'bewsessed it nayment is not received by Jul 1sf L ASSESSOR'S MAP AND;PARCEL NO I IS'THIS A PERMIT RE,NEWAL? YES NO. :1F YES,SY-QUESTION 3; 3, FOR ALL NEW PERMIT;AVPLjCATIONS7jN0I6ATE w'-sc,k BUSINESS HAS` ZONING/BIJILDING.APPROVAE FOR'HAZARDOUS MATERIALS STORAGEJUSE Or' EATER.THAN HOUSEHOLD.QUANTYT S. GALLQNS)? YES. GR N{). 4. F:ULL NAME OF APPLICANT. 61 e_.rti CMA . 5. NAME OF ESTABLISHMENTS N.fib y L obby,_ 6; ADDRESS OF ESTABLISHMENT O?b M a- 13 Z ,may ,:5 1 t h O Z 601 t+,. 7: MAILING ADDRESS(IF DTCFERI;N'T FROM ABOVE: 7707 SV' t SC DY,lar 045 1317q 8: Tl!;LEP .ONK NUMBER OF ESTABLISHMENT• 50 8' -. 171 Ll 63_o 9: ;EMAI1t,"ADDR8S: Sint°Ccta�nhabby�a�4y. C00N 10. SOU,OWNER:. `YES::NO,9 NO,.NAME OF PARTNERS _. 11,FULL.NAME,.HOME ADDRESS,AND TELEPHONE#OF CORP,ORA.TIONNAME .Siio(xs . PRESIDENT TREA$Y7RER CLERK .12. :JF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#�c COMPANY ADDRESS EIVIAXL; *SIGNATURE.OF APPLICANT DATE D • `C'kWcrsltrippv\U6k1ooNRI mvilApplicalions.for 2020$a VC for V .Qiiick LookuplHoz M, -Apo Rc"viscd 09-10-1$;docx Number Fee 1317 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Cosmo Prof#6684 .-------------------------------------------------------------------------------------------------------------------------------- 10701yannough Road, Hyannis, MA .----------------------------------------------------------------------------------------------------------------------------------------------------------------------- Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons of Hazardous Materials. ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------ Restrictions: ..-----------------------------------------------------------------------------------------------------------------------------------------------------------------. This license is granted in conformity with the Statutes and ordinances relating there to, and expires 06/30/2021 unless sooner suspended or revoked. ---------------------------------------- JOHN NORMAN DONALD A.GUADAGNOLI,M.D. 07/01/2020 PAUL J.CANNIFF,D.M.D. THOMAS A.MCKEAN,R.S.,CHO Director of Public Health G' Town of Barnstable Inspectional Services BARNSTABLE Public Health Divisions,K ��. 0� 3R]9-M3� �� Thomas McKean,Director Arfo_s 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 Ist—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 x Qa ls(ud *A late charge of$10.00 will be assessed if payment is not received by July 1st. C ft eo 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? X YES_NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONINGBUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES(25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT• Crystalyn Dogui-is,Agent for Sally Holdings, LLC 5. NAME OF ESTABLISHMENT: CosmoProf#6684 6. ADDRESS OF ESTABLISHMENT• 1070 lyannough Road#G10, Hyannis, MA 02601 Verisk 3E, Regulatory Dept/CosmoProf 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: 3207 Grey Hawk Ct. Ste 200. Carlsbad. CA 92010 8. TELEPHONE NUMBER OF ESTABLISHMENT: (508) 775-0930/Verisk 3E: (760)602-8700 9. EMAIL ADDRESS: regulatory@Verisk3E.com 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME Sally Holding LLC 3001 Colorado Blvd, Denton, TX 76210-(940) 898-7500 PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: Crystalyn Dogui-is,Agent for Sally Holdings, LLC TELEPHONE#: (760)602-8700 COMPANY ADDRESS 3207 Grey Hawk Ct. Suite 200 EMAIL: regulatory@Verisk3E.com • Carlsbad. CA 92010 SIGNATURE OF APPLICANT DATE 09/24/2020 Q:Wpplication Forms\Haz Mat App Revised 09-10-18.docx Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that SHAWS#1598 I070 IYANNO UGH ROAD, HYANNIS, ID 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 06/30/2020 unless sooner suspended or revoked. ------------------------------- -- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A. MCKEAN, R.S.,CHO Director of Public Health ,.e Town of Barnstable r Inspectional Services BARNSTABLE ppTNE h�,./I-� avwttr_•ce: ru:•mnu•m+u«i= aM3TG.5 VIJ3.0�'ALL?•vt!ST Public Health Division =:il9_2014 BARNSTABLE, ' Thomas McKean, Director MAIM iOrFu39. e`0 200 Main Street, Hyannis,MA 02601 9 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 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 x1 � *A late charize of$10.00 will be assessed if payment is not received by July 1st. �'�` 1. ASSESSOR'S MAP AND PARCEL NO. 295-019-XF1 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: Star Markets Company, Inc. 5. NAME OF ESTABLISHMENT: Shaws#1598 6. ADDRESS OF ESTABLISHMENT• 1070 lyannough Road, Hyannis, MA 02601 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: PO Box 20, Dept. 9938819, Boise, ID 83726 8. TELEPHONE NUMBER OF ESTABLISHMENT: 508-775-7611 9. EMAIL ADDRESS: s1598c90@shaws.com 10. SOLEOWNER: V YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: 208-395-6200 CORPORATION NAME Albertsons Companies, 250 E. Parkcenter Blvd., Boise, ID 83706 PRESIDENT &CEO Vivek Sankaran VP TREASURER Gary Morton C-EERX Sr. Environmental Compliance Manager, Erica Fransen 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT DATE Y Ma 29, 2019 Q:1Application Forms\Haz Mat App Revised 09-10-18.doex Erica Fransen I . I Town of Barnstable Inspectional Services s^R''AM Public Health Division '°1i21ior a Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Off ice: 508-862-46 44 Fax: 508-790-6304 May 10, 2019 a NOTICE HAZARDOUS MATERIALS RENEWALS i All businesses that handle and/or store hazardous materials greater than household quantities are required to obtain an annual permit with the Public Health Division. Your current permit to store and/or utilize hazardous materials will expire on June 30, 2019. The fees are outlined below based on Category. A $10 late fee will be assessed if payment is received after July ls` 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 V Shaws#1598 i If you have any questions or concerns, please contact Public Health Division at 508-862-4644. Thank you. I Sincerely, as cKean, R.S., CHO Agent of the Board of Health QAHazmatWotice Letter for Renewals 2019-2020.docx Number Fee 1316 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Sally Beauty Supply #10185 1070Iyannough Road, Hyannis, ALL Is Hereby Granted a License For: Storing or Handling 111 -499 gallons of Hazardous Materials. -- ------------------------------------------------------------------- ------ ---- ------------------------------------------------------------ This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2020 unless sooner suspended or revoked. -------------- ---------------------- PAUL J.CANNIFF, D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A. MCKEAN, R.S.,CHO Director of Public Health TRC� �,of Bin able cy�u atory ervlces Richard V. Scala,Director Public Health Division BAKNSTABL ' . g Thomas McKean, Director 200 Main Street, 1-1 4rin.is, I IA 02601 Office: 508-86 2-46q.:.1. F ax: 508 ;9t;-6 304 APPLICATION FOR PERMIT TO STORE A.ND/OR UTILIZE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS, ALL BUSINESSES THAT HANDI..:E.OR STOR.I HAZARDOUS MATERIAI-S GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS 1ULY Ist-JUNE 30fh). APPLICATION FEES CATEGORY 1 PERMIT 26-- 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 1 1 1 -499 (:gallons: $125.00 ❑ CATEGORY 3 PERMIT 500 or rnore Gallons: $150.00 *A late charge:of510.00 will be assessed if payment is not rece've i 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: Ta ` ITCJL 5. NAME OF ESTABIASHMENT: mD F>t-4�`" 6. ADDRESS OF ESTABLISHMENT: t, ( k -1.. 0 021v�1 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 8. TELEPHONE NUMBER OF ESTABLISHMENT: ��a (�`m - 60 �00 9. EMAIL. ADDRESS: e►1, C� 10. SOI..EOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME, HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME; LL PRESIDENT Et/ttark- .. -- ._ TREASURE c� (7s ._� CLERK ..._,.._. ..... 12. IF PREPARED BY OUTSIDE PARTY: fir, NAME: Ws Co y� {tYr�,-" � e�wy� TELEPHONE#:� to -&o o 4 it) COMPANY ADDRESS tj6ItEMAIL: ,,� ,� SIGNATURE OF APPLICAN `''" DATE 023 2a t.::',Users,r)ecoilik`1pn{7ata':L.acallMu:rOtii�il+:14'in uw' '•. troc :.;,t'c5m�ttt.(;)txi`It+t '•thf)i=I li?'.Fir iR'r.gPP2Di7R!=`✓iSED,docs • Town of Barnstable Office:508-862-4644 • y Fax: �.� Regulatory Services Department Fax:508-790-6304 Bn ��ta Public Health Division MASS. Thomas A.McKean,CHO a ., 200 Main Street, Hyannis, MA 02601 Payment Receipt Hazardous Materials Payment received; $125.00 (Check) on 6/25/2019 P ermit number: 2019-2020 Check number: 27125 Check amount: $125.00 Name on check: US Consulting Group Business: Sally Beauty Supply #10185 Owner: FESTIVAL OF HYANNIS LLC Address: 1070 IYANNOUGH ROAD/RTE132, Hyannis Note: Category II Permit ... .. / Vv P ,DQ - DPP F • a te►o Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 BARMASS . . 200 Main Street• Hyannis, MA 02601 �p t639• �0 rEs639. TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: -Wee Sire Date: Location/Mailing Address: (010 MnM Contact Name/Phone: Nevin E0.&,nLQwDU� 1717 L H+5 Prog �� Cat?nR Inventory Total Amou t: 7 �� SDS: 3t CEI i� License#: I [Z7 Tier II : ' Labeling: r �) Spill Plan: M'(V= " Oil/Water Separator: Floor Dr ins: N U' Emergency Numbers: �e Storage Areas/Tanks: W �,, I`S Emer enc (Containment E i ment: (W S?01,51 rCdJ In 36 I Waste Generator ID: Waste Product: Date&Amount of Last Shipment/Frequency: x y 4 r Licensed Waste Hauler&Destination: 0 r Ck O P.aC r i Other Waste Disposal Methods: UPf In Sfo a - LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid _�� Other cleaning solvents&spot removers3d Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) ........ZWindshield wash a0 Motor oils ✓Miscellaneous Corrosives Zp Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants 10 4 �<)-f-Ko of I C) Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners �G Miscellaneous Combustible ) Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Z Laundry soil &stain removers 41) (including carbon tetrachloride) (including bleach) y O Any other products with "poison labels" +,D)C;C %Lfnll oq,,CL (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: Ck1 l MQn i'6k OA 5aW- Shed-f g.5 (�)a/'i n e bl iccLch ORDERS: M()v2 CAM MOA1(A AwCg -VM r, drin`, 1. INFORMATION/RECOMMENDATIONS: Inspector: Facility Representative• wr!!��-� WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Number - Fee 1317 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Cosmo Prof#6684 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 111 -499 gallons of Hazardous Materials. ------------------------------------------------------ ------------------------------------------------------------------ -------------------------------------. This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2020 unless sooner suspended or revoked. ----------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN D_ONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health r Richard V. Scali, Director ( wit, ; Public Health Division BARNSTABLE l�B R�TAEILL)'/'1 Thorn.as McKean,Director � AW -00 Main SCreet, Hyannis, 'CIA 02601 �?;l!;.;:. 3t'�-b:'-'-MG•s r fir.,,.. ...,,. .,: APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS iMATERIALS IN ACCORDANCE WITH'THE'TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 103, HAZARDOUS MATERIALS, ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS JULY Ist--JUNE 30th). APPLICATION FEES CATEGORY I PERMIT 26 - 1 10 Callous: $ 50.00 CATEGORY 2 PERMIT 1 1 1 -499 Galloris: $125.00 ❑ CATEGORY 3 PERMIT 500 or rnore Gallons: $150.00 D A late charges 01"$10.00 ,all be assessed if pay mGrIt I n—re", b�1111Ir` test, 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? /1--E-S ,N--0. IF YES,SKIP QLJ.ES'I'TO'V 3. 3. FOR ALL NEW PERMIT APPLICATIONS, INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE Ol, • GREATER TITAN HOUSEHOLD QUANTITIES (25 GALLONS)? �YES NO. `-� 4. FULL.NAME OF APPLICANT: ��S'a-1<-^�5 Gyr,t.,tiy, L,L c-, , � ....._ Cebmt,P - S. NAME OF ESTABLISHMENT': . 6. ADDRESS OF ESTABLISHMENT.. 1_09-o n9 �_ C1 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: .L,C-G 1po ?39 6,J , N3 0535p 8. TELEPHONE NUMBER OF ESTABLISHMENT: r"'51p- (g�2 as ) U. EMAIL ADDRESS: •., - Cetnn 10. SOLEOW`NER: /YES NO IF NO, NAME OF PARTNER: 11. FULL NAME, HOME; ADDRESS,AND TELEPHONE 9 OF: CORPORATION NAME._ ..L_ .._......_._ `?�'^ ..._ T+� ��y` � a....��.. ................_._........._.._..._ _ ... _._. PRESIDENT Mo4tc - ' 17 anlG TREASUREI �^ _ CLERIC 12. IF PREPARED BY OUTSIDE PARTY: NAMME:USL-6 - _ TELEPHONE:M:t(O - t09)-6(60 I o{ COMPANY ADDRE.SS���c l EMAIL:_ �,.I mY"' ,G� an � 16A SIGNATURE OF APPL.ICAN'. DATE t h i<x,ult V°iftr,.ltt '"� tc is sFl S 7dS::a n,at9.r.�t3 a„i 4h1�4;k�'I!?hr,�z,aj.Yr-1PA zr?l7 I2EV1tiEL)docx c Town of Barnstable Office:508-862-4644 y Regulatory Services Department Fax: 508-790-6304 Public Health Division KOS; Thomas A.McKean,CHO 1.59,t. 200 Main Street, Hyannis, MA 02601 Payment Receipt ;Hazardous Materials Payment received: $125.00 (Check) on 6/25/2019 Permit number: 2019-2020 'Check number: 27126 Check amount: $125.00 Name on check: US Consulting Group Business: Cosmo Prof #6684 Owner: FESTIVAL OF HYANNIS LLC Address: 1070 IYANNOUGH ROAD/RTE132, Hyannis Note: Category II Permit _.. ................. _ ..__......... ._- 3 ' o�� Number Fee 1317 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Cosmo Prof#6684 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons 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 ' owA of Btnstable Regulatory ervices Richard V. Scati,Director Public Health Division • BARNSTABLE u:see�•axice,n;,i-eurun.muanis t EL4LRN Thomas McKean, Director i6"' a`� 200 Main Street� Hyannis,MA 02601 Fp MA't 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 1 st-JUNE 30th). APPLICATION FEES CATEGORY I PERMIT 26— 110 Gallons: $ 50.00 644(44:�- CATEGORY 2 PERMIT 11.1 —499 Gallons: $125.00 CATEGORY 3 PERMIT 500 or more Gallons: $150.00 v! *A late charge of$10.00 will be assessed if payment is not received by July Ist. 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`tis6A,-S G roriie L)-C k - & rmm o R / k 5. NAME OF ESTABLISHMENT: Co-smc. Fta�- 6. ADDRESS OF ESTABLISHMENT: /040 IrZc' G-10 -fI 1gnnfc , 02,U01- 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: E6,6 c73�I �Z��G r�c� �g35a 8. TELEPHONE NUMBER OF ESTABLISHMENT: Un 6o X 1-00 9. EMAIL ADDRESS: D., --e_t'h avA 10. SOLEOWNER: YES=NO IF NO,NAME OF PARTNER: 11. FULL NAME, HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME < <y %��� &LL.S t LLC. PRESIDENT I►/t"V- �y�v►�LST— V— TREASURE cF-a CLERK �Ri �rtv� S6 , s,a,,,-41;0►,� 1.2. IF PREPARED BY OUTSIDE PARTY: NAME: QS C-KCIn•I:b1 Cj, tr.» TELEPHONE#: Spa— UR2 &e o COMPANY ADDRESS 13 5 EMAIL: he-as-kin 6-300 1 • • SIGNATURE OF APPLICAN `- DATE I( Zo Y� C:\Users\Decollik\AppData\Local\Microsoft\Win ow n .; ile\Content.0utlook\Bb1 D4 i2\HAZMAT APP 2017 RGVISED.docx i • • Number Fee 1316 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Sally Beauty Supply #10185 10701yannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons 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 v- 'Rowel of Bl rvIces e egu atory ervices O Richard V. Scati,Director of Public Health Division BARNSTABLE . BARNSTABILZ MRKTMIE•QNiE.'.ltL•CQR •n..a1!5 MAS3. Thomas McKean, Director 16392014 Oj163� 200 Main Street, Hyannis,MA 02601 575 61 to µa Office: 508-862-4644 Fax: 508-i 90-6304 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 I PERMIT 26— l 10 Gallons: $ 50.00 ❑ 1=- CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ a o3 � *A late charge of$10.00 will be assessed if payment is not received by July 1st. L 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: tn4 Gva�w LL Ci , As Caulti a Ipw- 5. NAME OF ESTABLISHMENT: �esntio�iro� 6. ADDRESS OF ESTABLISHMENT: jp=0 Tarnwoujl% 1(7 -Huann 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: USCG �t 339 ��?.41(G►tcQ ; 14,3 OF3s0 8. TELEPHONE NUMBER OF ESTABLISHMENT: &S o- (41z _ $Hop d a 9. EMAIL ADDRESS: bk-e-jefi �n vx Lj CaW� 10. SOLEOWNER: XES NO IF NO,NAME OF PARTNER: 11. FULL NAME, HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME Scuky LI.C. PRESIDENT Kp4VG IQ; KG TREASURE o,r CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME:UC. TELEPHONE#: tVa - (017-600 COMPANY ADDRESS MNS EMAIL: 2�L� In ���SCq � c .0 • rp — O SIGNATURE OF APPLICANDATE � tl C:\Users\Decollik\AppData\Local\Microsoft\Windo s\T a tern t FllesTontent.Outlook\BM•D4 H2\HAZMAT APP 2017 REVISED.docx Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that SHAWS SUPERMARKETS, INC. 1070 IYANNO UGH ROAD, HYANNIS, ID 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 �1 �SoC-,G,K�w TR owr of Brnstable • eg atory Services Richard V. Scali,Director Public Health Division BA�NSTABLE , . �"�',.� � t Thomas McKean,Director ^^ w^°3� .,6;;m; 200 Main Street,Hyannis,MA 02601 -r r� NO 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 1 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 % *A late charge of$10.00 will be assessed if payment is not received by July 1st 1. ASSESSOR'S MAP AND PARCEL NO. 295-019-XF1 2. IS THIS A PERMIT RENEWAL? W1 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: Star Markets Company, Inc. 5. NAME OF ESTABLISHMENT: Shaws#1598 6. ADDRESS OF ESTABLISHMENT: 1070 lyannough Road, Hyannis, MA 02601 7. MAILING ADDRESS(1F DIFFERENT FROM ABOVE: PO Box 20, Dept. 81014, Boise, ID 83726 8. TELEPHONE NUMBER OF ESTABLISHMENT: 508-775-7611 9. EMAIL ADDRESS: sl598c90@shaws.com 10. SOLEOWNER: WIYES NO IF NO,NAME OF PARTNER: 11. FULL NAM E,=H6ME ADDRESS,AND TELEPHONE#OF: 208-395-6200 CORPORATION NAME New Albertsons, Inc., 250 E. Parkcenter Blvd., Boise ID 83706 Shaws PRESIDENT Paul Gossett VP TREASURER Gary Morton zC-bERK Environmental Compliance Manager, Erica Fransen 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: • SIGNATURE OF APPLICANT DATE_ May 21,2018 Q:1P.pplication FormsVHAZMAT APP 2017 REVLSED.docx Erica Fransen °FIKE►° Town of Barnstable Office:508-862-4644 Public Health Division Fax:508a90-6304 BARNSTA LE. • 200 Main Street• Hyannis, MA 02601 1639. TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: A Date: zy 7 Location/Mailing Address: 117Z0 2� 4,v�^*%J 91 anAr Contact Name/Phone: l Invento Total Amount: �1 �SDS: ��5 'I `� ���� �O J License#: Tier II : o Labeling: Cerra 1 �vrlLy�a •-Dl`5�ill Plan:_1 Oil/WaterSeparator: PJ Floor Drains: 1� o - Scv-y / Emergency Numbers: l Storage Areas/Tanks: 0 o tt-r 1 y,:Ve Neu-,r5 Emergency/Containment E ui me t: A aweS .�.-ex S k° Waste Generator ID: Waste Pr uct: i Date&Amount of Last Ship,ment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash AV;Sop��S u��s Motor oils Miscellaneous Corrosives oX `al Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil ?i Disinfectants 1 b � 1aep�c.. - 4 0,4 4 � Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners t Miscellaneous Combustible 1 Paint&varnish removers, d �eglossers Leather dyes a- 50�5 Miscellaneous Flammables L 4A�*%kXJ' Fertilizers Floor&furniture strippers �11°� PCB's Metal polishes '�'d` ' Other chlorinated hydrocarbons T— Laundry soil &stain removers 1,• (including carbon tetrachloride) (including bleach)IL Any other products with "poison labels" I YNA0 �Vko - 1 (including chloroform, formaldehyde, 3 Co1y,<1 - 2-3 hydrochloric acid, other acids) I VIOLATIONS: JAMSL. Lo1VV-4A\c-S (a,/e/1i44V ORDERS: INFORMATION/RECOMMEN ATIONS: o 0 Z 0 4 o V i VIA Inspector. Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS -4V Number Fee 1316 THE COMMONWEALTH OF MASSACHUSETTS $1F25.00 ee Town of Barnstable Board of Health This is to Certify that Sally Beauty Supply #10185 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons 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 ow of B nstable � - f o 16iy4 � ~ egu5atory Services Richard V. Scali, Director A ft A ` "o Public Health Division BARNSTABLE wxsm454ILL5.OSrFAYWE•WK1941WsrA&E BARNSTA MASS. r Thomas McKean, Director iG39-2014 1639. �� 200 Main Street Hyannis,MA 02601 �Dg �67-7a 09 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MX I.-0 HAZARDOUS MATERIALS tt IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, 1ja 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 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 15 CATEG ERMIT 500 or more Gallons: $150.00 *A late charge o $•10.00 ill be assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? N/ 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: PaAA�� a4 eM--s C-T .�1.1.c 5. NAME OF ESTABLISHMENT: s��(A�)PnJA, A a A POW 6. ADDRESS OF ESTABLISHMENT: al, a, "QdT- �L- n . r � IAA CAW OT 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: t' F7 I J cilo-an 8. TELEPHONE NUMBER OF ESTABLISHMENT: I& (pI L D 00 -W-. 00, 9. EMAIL ADDRESS: C Uk 10. SOLEOWNER:\ YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPH NE#OF: CORPORATION NAME SO,VUA LU� PRESIDENT ANC,S k, TREASURER CFO Oaf CLERK Op2m-11av►S QAC\MGG(rr00lo ''bF,-)01 CZjC)VA 0, )NVCJ ., DFIA 1M.Ty, _1(PIL10 _� e quai`1-b--75UO 12. IF PREPARED BY OUTSIDE PARTY: NAME: !�) TELEPHONE#: /�,qZ `Dix 1(v COMPANY ADDRESS (,w i 1) EMAIL:N I,cyyy� SIGNATURE OF APPLICANT DATE TN.Z0 11 C:\UsersUrosa\AppData\Local\Microsoft\Window tC ent.Oudook\ GAOECE\HAZMAT APP 2017 REVISE .docx Number Fee 1317 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Cosmo Prof#6684 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons of Hazardous Materials. ----------------------------------------- ------------------ --------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2018 unless sooner suspended or revoked. ---------------------------------------- C5 PAUL J.CANNIFF, D.M.D,CHAIRMAN FE DONALD A.GUADAGNOLI,M.D. 07/01/2017 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health ' owr of ftnstable eg atoervlces �z r Richard V. Scah,Director Public Health Division BARNSTABLE M i B4RNSfA6LE• NLFAVItI.t•CO'NR•HTai:N.15 hys Z BARNSrlBLr NFRS:tY2 N,LLLS•OSiE•41:Sf B4ary5TiifLE MASS. Thomas McKean,Director l639-ZO-2014 p1.549- a � 200 Main Street, Hyannis,MA 02601 � 0 �y 'r-A Office: 508-862-4644 4D/�_ a©!3 Fax: 508-790-6304 X 0 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE is ILA ARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE, CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOU MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED T ANNUAL PERMIT(RUNS JULY 1 st-JUNE 30th). �.$?. '�vcbQ �1APPLICATION FEES(j •( . 1 CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 S CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ *A late charge of$10.00 will be assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? V/ 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.��pp (` 4. FULL NAME OF APPLICANT: v�1- ,�� a ra c� Q-4- 60,CO&P,a 5. NAME OF ESTABLISHMENT: Cis CVVo 1 6. ADDRESS OF ESTABLISHMENT:fib?° ��!�t�►�i a ta-�In. Imo, Cam=�b ��uQ,n h tS 'A Qu"a 1 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: USC4 Po'Y 39g �-�� ��-� 3d 8. TELEPHONE NUMBER OF ESTABLISHMENT: SrG - G 5 Z- $ 6 b (=�c r 06 9. EMAIL ADDRESS: 'e�s-`'e c/��`CV��°-USGri �'►� 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS, TELEP�QNF#OF: CORPORATION NAME cLj 6� l'� �'� �-C PRESIDENT MfrrK TREASURER '-" CLERK e. O r-a4-c oN P�dQ t'q5 End I���-: 3vot j ,n 12. IF PREPARED BY OUTSIDE PARTY: � NAME: USQ C;rpVT TELEPHONE#: COMPANY ADDRESS 131 rdkolq +v EMAIL )44-+e;tx 0 US d-Q s, ( ao vN ° ���� ,J�- eg3 S o SIGNATURE OF APPLIANT DATE �e t Q:\Application FormsUIAZMAT APP 2017 REVIS „ Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE#04528 .------••------------•------------•----------------------•------------•----------------------------------•--•-----------------... 1070 Iyannough Road, Hyannis, VA .--•--------------•------------------------------------•----------•------------•-----------------------•---------...---------•-----------------------------•------------ Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons of Hazardous Materials. -------- ----•--------------•--------------------------------•--------------•--------•---------•----------...-•------------------------------------------------ Restrictions: ----------------•-•-------.....----------------------•------------•------......------------•------••---------------------...-----------------------•---------------. This license is granted in conformity with the Statutes and ordinances relating there to, and expires 06/30/2021 unless sooner suspended or revoked. --------------------------------------- JOHN NORMAN DONALD A.GUADAGNOLI,M.D. 07/01/2020 PAUL J.CANNIFF, D.M.D. THOMAS A.MCKEAN, R.S.,CHO Director of Public Health TOVM. Of Barnstable i Inspectional Services BARNSTBL I �. m�xics•su-e ' Public Health Division . i ► Thomas McKean,Director ' 16ogg. .` 200 Main Street,Hyannis,Mtn 02601 t I Office: 508-862-4644 Fax: 509-790-6304 r do APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS IN'-ACCORDANCE WITH THE, TOWN OF BARN,STABLE GENERAL ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THA°THANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN,HOUSEHOLD QUANTITIES 4:RE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS DULY 1st_JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: S 50.00 Cj' CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 vat ch V, CATEGORY 3 PERMIT 500 or more Gallons: $150.00 A date charge of S10.00 will be assessed of payment is not received by July lst, 1. ASSESSOR'S MAP AND PARCEL NO. 295019X01 2. IS THIS A PERMIT RENEWAL? V :YES NO. IF YES,SKIP QUESTION 3 , 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS ZONING/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES(25 GALLONS)? YES NO. 4. FULL NAMME OF APPLICANT:'_ Y Dollar Tree Stores, Inc. 5. NAME OF ESTABLISHMENT: Dollar Tree#04528 6. ADDRESS OF ESTABLISHMENT: 1070 Lyannough RT132 Rd. Hyannis MA 02601 ' ?. MAILING ADDRESS"(IF DIFFERENT.FROM ABOVE: 500 Volvo Parkway Y Chesapeake VA 23320 8. TELEPHONE NUMBER OF ESTABLISHMENT: 508-827-3156 __. . EMAIL ADDRESS rbanks@dollartree.com 10. SOLEOWNER: YES__\/NO IF NO,NAME OF PARTNER: Dollar Tree Stores, Inc. 11. FULL NAME,HOME ADDRESS,AND TELEPHONE,#OF: CORPORATION NAME See Enclosed List PRESIDENT TREASURER CLERK _ 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE# COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT ,� ?mil U DATE 7/7/2020 Rosa Banks License Coordinator Q iApplicatipn Formslflaz Mat Appli Dry J$n2419.docx d 6 S2 r - i DGUARTREE STORES, INC.,, Dollar Tree Stores, Inc. Corporate Officers Mike A.Witynski William A. Old,Jr. President and Chief Legal Officer, General Counsel Chief Operating Officer and Corporate Secretary 500 Volvo Parkway 500 Volvo Parkway Chesapeake, VA 23320 Chesapeake, VA 23320 Bruce A.Walters Deborah E. Miller Chief Development Officer- Enterprise Vice President 500 Volvo Parkway 500 Volvo Parkway Chesapeake, VA 23320 Chesapeake, VA 23320 Clinton J.York(CJ) Jon Elder Assistant Secretary Vice President, Tax and Assistant Secretary 500 Volvo Parkway 500 Volvo Parkway Chesapeake, VA 23320 Chesapeake, VA 23320 Roger W. Dean Shawnta Totten-Medley Vice President, Treasurer and Assistant Secretary Secretary 500 Volvo Parkway 500 Volvo Parkway Chesapeake,VA 23320 Chesapeake,VA 23320 April 9,2020 Street Address: 500 Volvo Parkway, Chesapeake, Virginia 23320 Phone: (757)321-5000 Fax: (757)321-5839 Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE#04528 10 70 Iyannough Road, Hyannis, VA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons of Hazardous Materials. This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2020 unless sooner suspended or revoked. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI, M.D. 07/01/2019 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health r s 'f r Town of Barnstable a Inspectional Services BARNSTABLE : OF SHE Tn..�• ws"e"s"Tc u.3wu= '.D,� o Public Health Division =9-=0=4 r j 9ns •� Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 C> X1 Office: 508-862-4644 Fax: 508-790-6304 ?:yI 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 1 st-JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —419'Mallons: $125.00 -XVST� 4. ,hv!1 CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ d001--Rp ask-I lZ) *A late charge of$10.00 will be assessed if payment is not received by July 1st. �1. ASSESSOR'S MAP AND PARCEL NO. 1 V I L R 0 2. IS THIS A PERMIT RENEWAL? M 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. Dollar Tree Stores,Inc. 4. FULL NAME OF APPLICANT: nn ^ n p 5. NAME OF ESTABLISHMENT: I I0,r Tree rNA✓ O 4"A is 6. ADDRESS OF ESTABLISHMENT: b� R+ I VIA Z�� 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: 500 olvo ParkWayo Chesapeake,VA 23320 8. TELEPHONE NUMBER OF ESTABLISHMENT: b ) U-1- 3 J Q7 9. EMAIL ADDRESS: Ilomele@dollartree.com 10. SOLEOWNER: YES NO IF NO,NAME OF PARTNER: Dollar Tree Stores,Inc. 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME PRESIDENT TREASURER CLERK Npool 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICAN DATE 5A Q:\Application Forms\Haz Mat App Revised 09-10-18.docx Undsay LoMele swreuc.Geord ar � yy DottARTRIEE STORESO IN C*a • Dollar Tree Stores, Inc. Corporate Officers Mike A.Witynski William A. Old,Jr. President and Chief Legal Officer, General Counsel Chief Operating Officer and Corporate Secretary 500 Volvo Parkway 500 Volvo Parkway Chesapeake, VA 233?() Chesapeake, VA 23320 Bruce A. Walters Deborah E. Miller Chief Development Officer- Enterprise Vice President 500 Volvo_Parkway 500 Volvo Parkway Chesapeake, VA 23320 Chesapeake,VA 23320 ___..._ • Clinton J. York (CJ) Jon Elder Assistant Secretary Vice President, Tax and Assistant Secretary 500 Volvo Parkway 500 Volvo Parkway Chesapeake, VA 23320 Chesapeake, VA 23320 Roger W. Dean Shawnta Totten-Medley Vice President, Treasurer and Assistant Secretary Secretary 500 Volvo Parkway 500 Volvo Parkway Chesapeake, VA 23320 Chesapeake, VA 23320 May 14,2019 Street Address: 500 Volvo Parkway, Chesapeake, Virginia 23320 Phone: (757) 321-5000 Fax: (757)321-5839 Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE#04528 1070Iyannough Road, Hyannis, VA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons 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 Vwofor Unstable �1Lz eg atory ervicesIKE Richard V. Scah, Director IIII A I ( • �, Public Health Division BABSTABLE _ BARNSfABLE Thomas McKean Director MMTMMIL3'OSIU'l -WbT 9AFNSMfE 1639-2014 — .200 Main Street,Hpannis�1VIA 02601- Office: 508-862-4644 Fax: 508-790-6304 :T". APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE j.a I 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 o V'S CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ *A late charge of$10.00 will be assessed if payment is not received by July 1st.� 1. ASSESSOR'S MAP AND PARCEL NO. �" 6014 x® 1 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: Dollar Tree Stores, Inc. 5. NAME OF ESTABLISHMENT: A i lod IT&fAdg 6. ADDRESS OF ESTABLISHMENT: I0-70 LA Ak Wki flva n I I c o N o I 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: 5oo Volvo Parkway,Chesapeake,VA 23320 8. TELEPHONE NUMBER OF ESTABLISHMENT: JQ 9. EMAIL ADDRESS: ckelch@dollartree.com 10. SOLEOWNER: YES_ O IF NO,NAME OF PARTNER: Dollar Tree Stores, Inc. 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAME Al 9 PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT2[1�WDATE </V Q:\Application Forms\HAZMAT APP 2017 REVISED.docx J • « 'C^ J) - Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that SHAWS SUPERMARKETS, INC. 1070 IYANNO UGH ROAD, HYANNIS, ID 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 �+! CA 0-olusVOL �Qll I-ti Town, of nstable s,G Regulatory ervices oF,►+�r Richard V. Scah,Director Public Health Division BARNSTABLE o� HAMEMABLE, Thomas McKean,Director �NWSltYS RILLS ttSif�LLC Y1511mM5lipE 1639-2034 200 Main Street,Hyannis,N A 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 DULY 1 st—JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 El CATEGORY 3 PERMIT 500 or more Gallons: $150.00 � (�:; *A late charge of$10.00 will be assessed if payment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 295-019-XF1 2. IS THIS A PERMIT RENEWAL?Z YES_NO. IF YES,SKIP QUESTION 3. 3. FOR ALL NEW PERMIT APPLICATIONS,INDICATE WHETHER BUSINESS HAS • ZONNG/BUILDING APPROVAL FOR HAZARDOUS MATERIALS STORAGE/USE OF GREATER THAN HOUSEHOLD QUANTITIES (25 GALLONS)? YES NO. 4. FULL NAME OF APPLICANT: _ 5. NAME OF ESTABLISHME Shaw's SupermarketNT: _ 1070 Iyannough Rd 6. ADDRESS OF ESTABLISHMENT: � Hyannis, MA 2601 7. MAILING ADDRESS(IF DIFFERENT FROM ABOVE: PO Box 20, Dept. 81014, Boise, ID 83726 8. TELEPHONE NUMBER OF ESTABLISHMENT: 508-775-7611 9. EMAIL ADDRESS: s07598.dir@shaws.com 10. SOLEOWNER: ✓DYES NO IF NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: 208-395-6200 CORPORATION NAME New Albertsons, Inc., 250 E. Parkcenter Blvd., Boise, ID 83706 PRESIDENT EVP Operations, Jim Perkins TREASURER Gary Morton,VP CLERK Sr. Environmental Compliance Manager, Erica Fransen erica.fransen@albertsons.com 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT DATE June 6, 2017 Q\Application FormsWAZMAT APP 2017 REVISED.docx Dean Fredrickson, Dir. Environmental Affairs • MAIL-IN REQUESTS QUES S Please mail the completed application form to the address below. In addition, please include the required fee. Make check payable to: Town of Barnstable. Allow five to seven (7) working days for in-house processing. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. In addition, please • mail the required fee amount. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow up to four days for in-house processing. For further assistance on any item above, call(508) 862-4644 • QAApplia.tion Forms\HAZMAT APP 2017 REVISED.docx I J' P. 1 Communication Result Report ( Jun, 7. 2017 9. 22AM ) 2) •to/Time ; Jun, 7, 2017 9: 21AM File Page No. Made Destination Pg (s) Result Nat Sent ---------------------------------------------------------------------------------------------------- 0221 Memory TX 95087906304 P. 4 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) 'Hang uP or line fail E. 2) Busy E. 3) No answer E. 4) No facs imi 1 e connect ion E. 5) Exceeded max. E—mail size Albertson,LLC Boise,ID Sloe Support Center • Dale: June 7,2017 Number of pages inrdudYip aaveraheet q TO:Town of Barnstable From: Sher=Van Hire Ernal:sheree.yar"seaalbertsons.wrn Phone: Phom (208)3954413 Far 508-790-6304 Fax phone: (205)395-4500 nrmrearra ❑ Xhg- ❑ Foryoarnrview ❑ R.*AW ❑ P4aucoo—o RE: Sheds 7598 Application for Permit to Store and/or Vtilize HazMat The original application/fee will be mailed today. Respectfully, Vt ' Enwronm tal Affairs Department 5pedolist • un 7 2( 17 9:22AM No. 0221 P. 2 eg�of B stable u atoryrvices Richatd V. ScaU,Dieectot Public Health Division BAMSTABLE r BANk4C�Bf.$. vue-Dare Wane -A,A� Thomas McKean,Director IL 'a`� 200 Main Sueet,Hyannis,MA 02601 Office: 508-8624644 P2x: 508-79M304 APPLICATION FOR PERAGT TO STORE AND/OR UT=E HAZARDOUS MATERIALS IN ACCORDANCE WITH THE TOWN OF 13ARNSTABLE GENERAL.ORDINANCE,CHAPTER 108, HAZARDOUS MATERIALS,ALL BUSINESSES THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THATT HOUSEHOLD QUANnMS ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS MY Ist—XNE 30th). APPLICATION FEES CATEGORY 1 PERM T 26— 110 Gallons: $50.00 0 - CATEGORY 2)PERK T 111—499 Gallons: $125.00 Cl, CATEGORY 3 PER1Y T 500 or more Gallons: $150.00 *A.late darge of$10.00 will be assessed if pUment is not received by duly 1st, 1. ASSESSOR'S MAP AND PARCEL NO, 295-019-XF1 2, IS TWS A]Ptlt1vntT RENEWAL?JL YES_NO. IF YES,SKIP QUESTION 3. 3, FOR ALL NEW P19RMIT APPLICATIONS,INDICATE WHETHER BUSS +I;SS HAS ZONING/BUILDING APPROYAL FOR HAZARDOUS MATERIALS STORAGWUSE OF • GRATER TRW HOUSEHOLD QUANTITIES(25 GALLONS)? YES NO. 4, FULL NAME OR APPLICANT; _ ShaVs Supermarket S. NAM OF 1�STAI3LISHNIENT: _ 1070 Iyannough Rd 6. ADDRESS OF EST',ARLISI NT: Hyannis,MA 2601 J 7, iING ADDRESS(IF DIFFERENT FROM ABOV)g: PO Box 20, Dept,81014,Boise,ID 83726 8, TYLFPROM N'CrMM)gR OF I SSTABLI&ROM-NT; 508-775-7611 9, )ZMA ,AD-DRESS; s07598.d)r@shaws.com 10. SOLEOWNER: [OYES—NOW NO,NAME OF PARTNER: 11. FULL NAME,HOME ADDMSS,AND TELEPHONE 0 OF: 208-395-6200 CORpORA.T'IONNAW NewAlbertsons,Inc.,260 E. Parkcenter Blvd.,Boise, ID 83706 p IDENT PVP Operations, Jim Perkins TREASUIZER Gary Morton,VP CLERIC Sr.Environmental Compliance Manager, Erica Pransen eflea.fransen@albertsons.com 12. IF.PREPARED BY OUTSIDE PARTY: NAME: TM,PHONE#- CONT'ANY ADDRESS EMAIL: SIGNATURE OF APPLICANT �&kLDATE June 6, 2017 • Q:1Applioation PormsEAZMAT APP 2017 REVISED,doox Dean Fredrickson, Dir, Environmental Affairs gun. 7. 2017 9:2'LAM k 0221 P. 1 Albertsons, LLC Boise, ID Store Support Center i . Date. June 7,2017 Number of pages including cover sheet 4 TO: Town of Barnstable From: 5heree Van Hise Email: sheree.yanhise@albertsons.com Phone: Phone: (208) 395-4413 Fax: 508-790-6304 Fax phone: (208) 395-4508 REMARKS: ❑ urgent ❑ For your review ❑ Reply ASAP ❑ please comment RE: Show's 7598 Application for Permit to Store and/or Utilize HazMat The original application/fee will be mailed today. Respectfully, Environmental Affairs Deparrttnent Specialist A� Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE#04528 10701yannough Road, Hyannis, VA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons 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 pj CAP own, of Bqrpstable �CJ� Regulatory Services ��►�I 7 l a.S,� Richard V. Scali,Director Cam' "o Public Health Division BARNSTABLE e Na 11­�1­­'Mff.wn4 as • BARNSTABLE, • !WISIW.S F�L'!5-M19-201•Yl:Sf N4NitW1 r MASS $ Thomas McKean, Director 6,9_Zo„ `SArfo39 �0 200 Main Street,Hyannis,MA 02601 575 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 1 st—JUNE 30th). -" "APPLICATION FEES CATEGORY 1 PERMIT 26— 110 Gallons: $ 50-.00 ❑, - CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 VIS CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ *A late charge of$10.00 will be assessed if p ayment is not received by July 1st. 1. ASSESSOR'S MAP AND PARCEL NO. 2. IS THIS A PERMIT RENEWAL? VYES 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: DoilarTree Stores,Inc. ; 5. NAME OF ESTABLISHMENT: fb I I arTre� 6. ADDRESS OF ESTABLISHMENT: 0 o n 0 �an n Ts I 7. MAILING ADDRESS (IF DIFFERENT FROM ABOVE: t�7 q� r f S00 Volvo Parkway,(ham peaks,VA 23320 -TELEPHONE NUMBER OF ESTABLISHME NT: JO�•" l I 9. EMAIL ADDRESS: \4 room idol�rk+rce/- ciom 10. SOLEOWNER: YES V NO IF NO,NAME OF PARTNER: DollarTree Stores,Inc. 11. FULL NAME,HOME ADDRESS,AND TELEPHONE it OF: CORPORATION NAME DollarTree Stores,Inc. PRESIDENT TREASURER CLERK 12. IF PREPARED BY OUTSIDE PARTY: NAME: TELEPHONE#: . COMPANY ADDRESS EMAIL: SIGNATURE OF APPLICANT DATE V I Q:\Ap tion Forms AZMAT P 2017 VISE x Store LIC. UOOr I r IFFRIDOLLAR. TREE.. FAMILYM 0 LLAR"D '.::.. Gary Philbin Chief Operating Officer 10301 Monroe Road Matthews,NC 28105 William A. Old,Jr. Senior Vice President General Counsel & Secretary 500 Volvo Parkway Chesapeake, VA 23320 • Deborah Miller Vice President 500 Volvo Parkway Chesapeake,VA 23320 Roger Dean Vice President-Treasurer 500 Volvo Parkway Chesapeake, VA 23320 Bruce A. Walters Vice President 500 Volvo Parkway Chesapeake, VA 23320 CORPORATE HEADQUARTERS 500 Volvo Parkway Chesapeake, Virginia 23320 Tel 757-321-5000 Fax 757321-5292 www.dollartree.com Number Fee 1316 THE COMMONWEALTH OF MASSACHUSETTS $125.00 j Town of Barnstable Board of Health This is to Certify that Sally Beauty #10185 1070 Iyannough Road, Hyannis, MA Is Hereby Granted a License For: Storing or Handling 111 - 499 gallons 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. ---------------------------------------- PAUL J.CANNIFF,D.M.D,CHAIRMAN DONALD A.GUADAGNOLI,M.D. 07/01/2016 JUNICHI SAWAYANAGI THOMAS A. MCKEAN,R.S.,CHO Director of Public Health �C . � T Town of Barnstable • a� � Regulatory Services f Richard V. Scali,Director 9 � Public Health Division1659. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 5090-6304 M1 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 1 st-JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26-110 Gallons: $ 50.00 El CATEGORY 2 PERMIT 111 -499 Gallons: $125.00 LrJ CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ A late charge of$10.00 will be assessed if payment is not received by July 1st • ASSESSORS MAP AND PARCEL NO. DATE 4 , 1" �'o 11 FULL NAME OF APPLICANT: V S CO in s�I+L n,5 `v r-a v Q Zb.-Cr t NAME OF ESTABLISHMENT: 1 0 11 i a y t l$ S ADDRESS OF ESTABLISHMENT: 10-10 t -1-Y c-n n o 4 v n„L s1 mu eus 1 MAILING ADDRESS(IF DIFFERENT):USCG Z.5 col$y' - Pfl t3.nK--s'3q C-leL(andF��o���o TELEPHONE NUMBER OF ESTABE SIffvlJ`ENT: 5_0 o- T )i "ch% EMAIL ADDRESS: ee 54e-t n C Ae. OS C-q . SOLE OWNER:✓ YES NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: CORPORATION NAMESG_(jj (_au4-c., 14bl enc rsval4 CL PRESIDENT Sh Aron Le �- TREASURER C F 0 Q rt ci.✓A Q er CLERK _.�oi„r% CSs Vf .S�®ce_ p�EFa?isnr AA�tes5 l Soak catw-ado *v7(vv• 'Ucvr+or,; 7� -z lw.,o IF PREPARED BY OUTSIDE PARTY: SIGNATAW OF APPLICANT Name: - t✓ 1A 4 Ot Company Address : o 33q kie.Oqno( N bP_U6 • M TelephoZe#: P6(. (,q L R too Cx4-• rb 6 Email: D e� -�-e� e� e>s ta �or►� CAymp\HAZZAPP Revl6.docx Page 1 of !/lQ f�xaiL Nb Ow" Town of Barnstable • c>Fz"E G , . Regulatory Services Richard V. Scah,Director MUMPublic health Division BAMSTABLE i639 ♦� � t� '"`T fD Thomas McKean,Director 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 1st—JUNE 30th). APPLICATION FEES CATEGORY 1 PERMIT 26- 110 Gallons: $ 50.00 ❑ CATEGORY 2 PERMIT 111 -499 Gallons: $125.00 LI CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ A late charge of.$1.0.00 will be assessed if.payrient,is not received.b,July l.st. ASSESSORS MAP AND PARCEL NO. DATE 44 t i FULL NAME OF APPLICANT: U NAME OF ESTABLISHMENT:_ic�a " t I$ ADDRESS OF ESTABLISHMENT: 1 0"T 4 I jJ 4 c n n o t t:q� F-c-.-0 K-10 4y, nts�0140 LGe 1 MAILING ADDRESS(IF DIFFERENT):US f s's tot cr Pa 3DK 339 +eL�andj yob �D TELEPHONE NUMBER OF ESTABLISHMENT: EMAIL ADDRESS: e(?5Ae , t t1S;c , SOLE OWNER:✓/YES -NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHO E#OF: CORPORATIONNAMEScd(rr PRESIDENT .Sh Aron �/— TREASURER. C—Ft, Q;r�ri✓1 1 �r CLERK 3 Alta t co1 Ora coa -7 -W IF PREPARED BY OUTSIDE PARTY: SIGNAT RE OF APPLICANT Name: Company Address : ov 3 c / P 5 6 Qi 1 M Emaihone e �6� Ga 2. -Rycso • �£-.gin. mac, s c..w C CG mp\Nr122�\PP Revl6,docx Page I of�— i s Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 BARNSTABLE• * 200 Main Street• Hyannis, MA 02601 �ArFO fArt�10� TOXIC--AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: Date: Location/Mailing Address: A Contact Name/Phone: ENfg, dy1 fro-W. 75-7-37-1-3-bg Inventory Total mount: MSDS: 3 li5 c.,;L k� v�- License#: 11?1 Tier II : o Labeling:04M"- aft4 A<%,v,5-OK Spill Plan: mom' Oil/Water Separator: Floor Drains: t� o Emergency Numbers: ' e s Storage Areas/Tanks: o 5,0 dv<lrw s ©K I t-kox Emergency/Containment Equipment: 5 $or ,mod a IX call tw a 315 qo< 5 Waste Generator ID: MIA Waste Product: �.n�Sc. u�ct��ox.crl a Date&Amount of Last Ship ent/Frequency: &Z. eJ O�A\oy\. Coe CQC, e-N i,-g 3-`I x 1 v Licensed Waste Hauler&Destination: 5 - U - Other Waste Disposal Methods: V& Slog a5 LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid �— Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil V Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers ✓ (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: Inspector: Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE 1070Iyannough Road, Hyannis, VA Is Hereby Granted a License For: Storing or Handling 111 -499 gallons 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 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health ,1 ��� Town of Barnstable t �� Regulatory Services ti °� �► Richard V. Scali,Director Public Health Division B STABLE Aj aaAOE '9 uO14s"en"xnsos '. CEO MP't a Thomas McKean,Director r � 6575 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 O��� Fax: 508-790-6304 CIS. 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 1st-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 ❑ A late charge of$10.00 will be assessed if payment is not received by July 1st. ASSESSORS MAP AND PARCEL NO. N60A XO I DATE 1141 Al b FULL NAME OF APPLICANT: Dollar Tree Stores, Inc. NAME OF ESTABLISHMENT: U.i (a Iree #4629 ADDRESS OF ESTABLISHMENT: i of o LyannOUAh 9ou4e 132 NanniS 02WI MAILING ADDRESS (IF DIFFERENT): 500 Volvo Parkway,Chesapeake,VA 2332u TELEPHONE NUMBER OF ESTABLISHMENT: EMAIL ADDRESS: tm eh SOLE OWNER: YES VNO IF NO,NAME OF PARTNER: ©oiler Tree Stores, Inc. FULL NAME,HOME ADDRF�SOlIar l r@® t Iffe or® OF: n " CORPORATION NAME yy (�(� PRESIDENT TREASURER' CLERK • IF.PREPARED BY OUTSIDE PARTY: IGNATUWOPPLICANT Name: 1AAA M 1 0Company Address Store Uc. Coordinator Telephone#: Email: Q:\Application Forms\HAZZAPP ReY16.docx Page 1 of 2 1. 0011AR FREE CORPORATE OFFICERS Clary Philbin President 400 Volvo Parkway Chesapeake, VA 23320 William A. Old, Jr. Chief Legal Counsel and Corporate Secretary 500 Volvo Parkway Chesapeake, VA 23320 Deborah E. Miller VP/Assistant General Counsel/Real Estate 00 Volvo Parkway Chesapeake, VA 23320 II CORPORATE HEADQUARTERS 500 Volvo Parkway Chesapeake, Virginia 23320 Tel 757-321-5000 Fax 757-321-5292 www.dollartree.com Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS . 1oo.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ---------------------------------------- --------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2016 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF, D.M.D. 07/01/2015 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health Y T I : Z' r- Town of Barnstable Regulatory Services • °� Richard V. Scali,Director ' MASL Public Health Division Thomas McKean,Director D 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.0.0 ASSES MAP AP AND PARCEL NO. o?p(`j�01 of X 0 DATE T AND/OR UTILIZE MORE THAN APPLICATION FOR PERMIT TO STORE O 111 GALLONS OF HAZARDOUS MATERIALS Dollar Tr®e Stores, Inc. FULL NAME OF APPLICANT NAME OF ESTABLISHMENT • ADDRESS OF ESTABLISHMENT D 7D L Q./J1Ji9 y_91 TELEPHONE NUMBER L � J -7-7s—171 1 SOLE OWNER: YES ✓NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO'" 54-1387365 STATE OF INCORPORATION y FULL NAME AND HOME ADDRESS OF: 5 fITTA Ll`57 PRESIDENT TREASURER CLERK Store Lic. Coordinator • SIGNA OF APPLICANT -W Vole®Per RESTRICTIONS: H ADDRESS � �� ,11� 0 .HBME TELEPHONE# 75 Z-3 R 1,,S"0o r> C:\cache\Temporary Intemet Files\OLKWEAZAPP Rev2015.DOC Number Fee 1177 THE COMMONWEALTH OF MASSACHUSETTS 100.00 Town of Barnstable Board of Health This is to Certify that DOLLAR TREE 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ---------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to,and and expires 6/30/2015 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF, D.M.D. 6/30/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health Town of Barnstable Barnstable Regulatory Services Department AIMMIM anaxsrau�, Public Health Division I l 200 Main Street, Hyannis MA 02601 634• A~ 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE �3- APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT"'60A X_ 7 'ff_ Inc. NAME OF ESTABLISHMENT "'1)OA 0_r l ('Qf Lt 5 a)3 ADDRESS OF ESTABLISHMENT Z�C_ wkfo\ TELEPHONE NUMBER �- SOLE OWNER: YES-,,/ NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS-OF ALL PARTNERS: ;- vs3 IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. p c� it STATE OF INCORPORATION 14 A FULL NAME AND HOME ADDRESS OF: PRESIDENT TREASURER CLERK SIGNATIUCeAPPLaIg CS RESTRICTIONS: HOME ADDRESSSenior Vice President of HOME TELEPM#g#tate and Construction Dollar Tree Stores, Inc. \\chesva07\home\users\amys\My Documents\Hazmat\Massachusettes\Bamstable Haz Mat Application 2008.doc MAIL-IN REQUESTS Please mail the completed application form to the address below. Also include a copy,of your contingency plan(to handle hazardous waste spills, etc.) In addition, please include the required fee of$100. Make check payable to: Town of Barnstable. Allow time for in-house processing. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, please fax us a copy of your contingency plan(to handle hazardous waste spills, etc.) In addition, please mail the required fee of$100. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow time for in- house processing. For further assistance on any item above, call (508) 862-4644 3 r Back to Main Public Health Division Page \\chesva07\home\users\amys\My Documents\Hazmat\Massachusettes\Barnstable Haz Mat Application 2008.doc j , l \ Cleaning Spill Procedures Procedure Owner: Store Operations Services Updated On: 6.27.14 Contact: Heidi Heinhorst—Manager, Store OPS Special Projects Effective Date: 6.27.14 Purpose The purpose of this document is to provide guidelines and procedures for cleaning up a spill. It is the Store Manager's responsibility to plan, delegate and follow up on all activities within the store. If the Store Manager is not on duty, he/she may delegate appropriate tasks to a fully trained Assistant Store Manager. Procedures for Cleaning Up a Spill on HardSurfaces When a hazardous material spill occurs on a hard surface the steps listed below must be followed: 1. Ensure the spill is cleaned up as soon as possible. • For spills greater than 1 gallon or believed to pose significant present or potential hazards to human health and safety, property or the environment contact 3E at 1-800-451-8346 and follow their instructions. 2. Retrieve contents of the spill kit; rubber gloves, goggles, absorbent, aprons, broom, dust pan and self sealing hazardous waste bag. 3. Cover the spill area with sufficient absorbent. Allow the absorbent to soak up as much liquid as possible. 4. Sweep up the absorbed material with a broom and dustpan and place the materials in a self sealing bag. 5. If needed, use paper towels to blot the spill area and absorb as much of any remaining spill as possible. • Add the paper towels and any additional cleanup materials to the self sealing bag(s). 6. Use a mop to further clean up any trace amounts of liquid. The mop water may be disposed of down the sink. 7. _Using a permanent black marker, label the outside of the bag(s) with the name of the spilled product and the contents (example, Laundry Detergent Cleanup Materials). 8. Ensure the bag(s) are sealed and place the bag(s) in the plastic storage tote. Hold for pickup. 1 ➢ "First p► � Sort" - Any product that lists —Procedures for Clean Upill on Carpet When a hazardous material spill occurs on carpet, follow the steps listed below: 1. Ensure the spill is cleaned up as soon as possible. o For spills greater than 1 gallon or believed to pose significant present or potential hazards to human health and safety, property or the environment contact 3E at 1-800-451-8346 and follow their instructions. 2. Retrieve contents of the spill kit; rubber gloves, goggles, absorbent, aprons, broom, dust pan and self sealing hazardous waste bag. 3. Cover the spill area with sufficient absorbent. Allow the absorbent to soak up as much liquid as possible. 4. Sweep up the absorbed material with a broom and dustpan, and place the materials into the self-sealing bag. 5. If needed, use paper towels to blot the spill area and absorb as much of the remaining spill as possible. • Wipe the broom and dustpan with paper towels. 6. Add the used paper towels and any other cleanup materials to the self-sealing bag. 7. Peel the affected carpet square(s) from the floor. • Wipe and dry the open surface with paper towels. 8. Using a box cutter, cut the carpet square(s) into pieces and place in a self sealing hazardous waste bag. 9. Using a permanent back marker, label the outside of each bag with the name of the spilled product and the,contents (example, Laundry Detergent Cleanup Materials). 10. Ensure each bag is sealed and place all bags in the plastic storage tote. Hold for pickup. 11. Replace the carpet square. If carpet square(s) are needed, contact your District Manager for assistance. 2 t DollAR 1 REE STORES, INC.,, Corporate Officers Gary Phil'bin President 500 Volvo Parkway Chesapeake,VA 23320 William A. Old,Jr. Chief Legal Counsel and Corporate Secretary 500 Volvo Parkway Chesapeake, VA 23320 Deborah E. Miller Vice President and Assistant General Counsel/Real Estate 500 Volvo Parkway Chesapeake, VA 23320 Bruce A. Walters Senior Vice President Real Estate 500 Volvo Parkway Chesapeake, VA 23320 Street Address: 500 Volvo Parkway, Chesapeake, Virginia 23320 Phone: (757) 321-5000 Fax: (757)321-5839 i DOLLAR TREE# INC. Reference Sheet Bill To: Executive Officers Dollar Tree, Inc. Macon Brock,Chairman Dun&Bradstreet 500 Volvo Parkway Bob Sasser,CEO #188-955553 Chesapeake, VA 23320 Kevin Wampler,CFO Tel: (757)321-5000 Gary Philbin, President&COO Federal ID Number Fax: (757)321-5248 Bob Rudman, CMO 54-1387365 Trade References Hershey Chocolate USA Proctor&Gamble Co. Sun Products Corp. 19 E. Chocolate Avenue 630 Main Street 15 West South Temple, Suite 1400 Hershey,PA 17003 Cincinnati, OH 45202 Salt Lake City, UT 84101-1535 Tel: (717) 534-7205 Tel: (513)983-1100 Tel: (801)975 -3100 Fax: (717) 534-7210 Fax: (513)983-4381 Fax: (817) 516-0978 Wm. Wrigley Jr. Co. Panasonic Industrial Co. Unilever Home&Personal Care 410 N. Michigan Ave. Two Panasonic Way 33 Benedict Place Chicago, IL, 60611 Secaucus,NJ 07094 Greenwich, CT 06830 Tel: (312) 644-2121 ext. 3989 Tel: (201)392-4292 Tel: (203)381-3722 Fax: (312)644-2135 Fax: (201)392-4782 Fax: (203 381-3250 Dun&Bradstreet The Dial Corporation P.O. Box D&B 15501 N.Dial Blvd. Allentown,PA 18105 Scottsdale,AZ 85260 Tel: (480) 754-3425 Fax: (480)754-1098 Bank/Credit References Bank Reference: Bank Reference: Mr. Fareed Ajani Wells Fargo Bank Managing Director Balance Confirmation Services Wells Fargo Corp. Banking PO Box 40028 7000 Central Parkway Roanoke, VA 24022 Fax: (704)427-1729 Atlanta, GA 30328 Verificationofdeposit@welisfargo.com Tel: (770)551-4642 (Authorization letter required- Provided upon request) Updated 8/19/2013 CORPORATE HEADQUARTERS 500 Volvo Parkway Chesapeake,Virginia 23320 Tel (757) 321-5000 Fax(757) 321-5111 www.dollartree.com ' Ire CE TI F'ICATE OT GOOD AAMIxG I Certify the Eoffowing from the Records of the Commission: That DOLLAR TREE STORES, INC. is duly incorporated under the law of the Commonwealth of Virginia; That the date of its incorporation is October 15, 1986; That the period of its duration is perpetual; and That the corporation is in existence and in good standing in the Commonwealth of Virginia as of the date set forth below. Nothing more is hereby certified. u 0 N Signed andSeafed at Richmond on this Date: 4oQ��4GI/V/ °�,� ; August 26, 2013 w tit o scsFMpen T�a'�rg Joe[Y[ Peck Cerkof the Commission f fso3 CISECOM Document Control Number: 1308265574 Number Fee 1317 THE COMMONWEALTH OF MASSACHUSETTS $125.00 Town of Barnstable Board of Health This is to Certify that Cosmo Prof#6684 1070Iyannough Road, Hyannis, MA Is Hereby Granted a License } For: Storing or Handling 111 - 499 gallons of Hazardous Materials. !y ----------------------------------------------------------------------------------------------------------------------------------------------------------------- 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. ---------------------------------------- PAUL J.CANNIFF, D.M.D,CHAIRMAN (� DONALD A.GUADAGNOLI,M.D. 07/01/2016 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health �, Town Of Barnstable • dpTME T �. Regulatory Services - n9: a Richard V. Scali,DirectorNAM , 16396 Public Health Division ALE Thomas McKean,Director F ' 200 Main Street,Hyannis,MA 02601 Office: 508-862 4644 ��� �� Fax 568790-6304 j 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 1 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 ❑ A late charge of$10.00 will be assessed if payment is not received by July 1st • ASSESSORS MAP AND PARCEL NO. DATE FULL NAME OF APPLICANT:U-S Co n s u I-tnc, NAME OF ESTABLISHMENT: (!o i t+M o Pf *-e.&g 4 ADDRESS OF ESTABLISHMENT:1107 o; cj tt ga g l-a (� �d Cz-1 o 9A4 iLs 19A a Z6& l MAILING ADDRESS(IF DIFFERENT): US C.C-4�6 448 7 e 331 1x-A 4&d Kll&Wo TELEPHONE NUMBER OF ESTABLISH/IENT:,S&S--77.S'O C' EMAIL ADDRESS:� 4-e-t r 4v- Twe- uS 5:,�i • Cd n SOLE OWNER: ,/ YES_NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHONE.#OF: p CORPORATION NAME -P-)Va v-{-y , (4 5 it r 6 ro crP c)I a, CosA PRESIDENT irY�A(tK S P.x�KS TREASURER CPO A CLERK l a-kO e-n VP S"kq_r vper 0n lk4e ! `jcn( Colo'rad o `dlvo)', IF PREPARED BY QUTSIDE PARTY: SIGN APPLICANT Name:�d ;'Sz a use-(% q1 Company Address : f'z>ZW 339 gieA/4 083T6 Telephone#: 9S6- GqL--Rj60 Email: o�`F n 'f�P U Law► /:\Te.p\HAZZAPP Revl6.docx Page 1 of 60A • Town of Barnstable Regulatory Services f Richard V. Sca1i,Director 'A,'`MAW WA13,APublic Health Division B�,TABLE p i � Thomas McKean,Director y 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERIALS i 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 30th). 4 APPLICATION FEES CATEGORY 1 PERMIT 26- 110 Gallons: $ 50.00 F1 CATEGORY 2 PERMIT 111 -499 Gallons: $125.00 Ef, CATEGORY 3 PERMIT 500 or more Gallons: $150.00 ❑ A late charge ofS10.00zwill be assessed if2aayrt brit is nct received by,July ist.. • ASSESSORS MAP AND PARCEL NO. DATE, (� FULL NAME OF APPLICANT:V-S Co n s v 14-tnQ NAME OF ESTABLISHMENT: Co�1 r^.9 PreT ADDRESS OF ESTABLISHMENT:107 0 4.nM 0- --1 o -+ s Z4,o- t MAILING ADDRESS(IF DIFFERENT):US GGj 1T 43 4(s$q, T a Foe rni 4CA 44, X3 +',�S-11 TELEPHONE NUMBER OF ESTABLISHMENT: -77S"03 c EMAIL ADDRESS;bou S t-r r% .4p— Tree- IIS G Cam SOLE OWNER: ✓ YES NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHONE#.OF: v CORPORATION NAME "M-0, :v-�--y ,S74 5-�en�,f G ro c,f L G (�b 4. C,esh,, Pry ` PRESIDENT_VYV A RK. TREASURER C F o r " t CLERK VP AFaD `j00 IF P PAREE!BY UTSIDE PARTY: SIGN. .T APPLICANT Name: fo� d �. US Ca /Yl Company Address: F&Dw 51K Ac1144 A 0835"4 Telephone#: S3Zr-81 Go , :NT. /.moo Email: 2fs= Ctsrvl £� ;1'Pe�np\HtILZAPP Revl6,doex Page I oft _s IKE roil Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMASSBLE. ! 200 Main Street• Hyannis, MA 026011639. 6// �5-(�/�,0 �p'EDMa+"�0 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: o 114r 1 S- o,T-e- Date: Q S� Location/Mailing Address: 107o 1S Contact Name/Phone: tVly. 6L5, ,A.>oa o - ?"7 'i1-7 ,14-, r-a , W Q,5f. rK?l.Se*-2U7--73 1;�L 7S'7-32!-SSo 8 Inventory Total Amount: 5eP, \vW4-40c- Zo'J MSDS: 36 \Ao-w. Iw License#: 0-7-7 Tier II : v L a b e I i n q:c3LAYe Ac.O-A- Spill Plan: 36- _ Oil/WaterSeparator: Floor Drains: Emergency Numbers: IWt3E7 Storage Areas/Tanks: Sf d�� cZa W-A,CO a1K�/1ZV, -0kS 1,k, <c+.0� 4� Emergency/Containment Equipment: wbS 05 or M1KP< ;5 /is , ,1 1 Waste Generator ID: Was-tR Pro-duct: Date&Amount of Last Shipment/Frequency: Ke--&p Licensed Waste Hauler&Destination: & ge,-Vd, -<L 1 o mavk, Other Waste Disposal Methods: i 5 e r6C e-1, � _ s as G►a��' s sty• LIST OF TOXIC AND HAZARDO S9 SpATEos►RI NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: Mx J%7 K, ©! 5Q -0- oCa X - Inspector: Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS I e: �l t TOWN OF BARNSTABLE --,—,�g Dat.e: TOXIC AND HAZARDOUS MATERIALS ON-SITE IISVE GNTORY NAME OF BUSINESS: BUSINESS LOCATION: 0 v.cv 'R14 V,1 vi vi INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: Sc�gj-1�� -�'1 11 CONTACT PERSON: 2\/\y\, E e%S\V j 00DJ ►a �e�'(.tnti�". ,�2�yk.,�c,r MIlA P<o EN g �� -75T-3;L I-Ss o$ EMERGENCY CONTACT TELEPHONE NUMBER: 5D8 -;Zo7- 735,6 MSDS ON SITE? TYPE OF BUSINESS: erg--�a.1 y.r. P—}y INFORMATION/RECOMMENDATIONS: Fire District: .2r Is 1 K\4Q s% or4 15 tic v,.r 2> t!twaa � . kvL Ae6 hod N'yayWlrS G CB t YtGt q! ti5 �aS E S o1 0�/4 Sac, Vol zcr � t1< �n/1.� I {� v�{ 4r c5 or 7110 a )ovt-s Waste Transportation: Last shipment of hazardous waste: Name of Hauler: -follow WAs+-c As)e9,J Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. )LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers W T (including bleach) 4 NV)a Spot removers&cleaning fluids (dry cleaners) 0(-&A0,AC4 I g q\j t)IOL)O IL Ovl. ` 01,3 K� Other cleaning solvents 11 Bug and tar removers Windshield wash D,, WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials f Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS 1oo.00 Town of Barnstable Board of Health This is to Certify that SHAW'S SUPERMARKETS, INC. 10 70 IYANNO UGH ROAD, HYANNIS, MA Is Hereby Granted a License. FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------- ---------------------------------------------------------------- --------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2016 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/2015 JUNICHI SAWAYANAGI THOMAS A.MCKEAN,R.S.,CHO Director of Public Health t , �I e Town of Barnstable Regulatory Services. ILI• Thomas F. Geiler,Director a MASM& Public Health Division Fn►�°i Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. 295-019-XF1 DATE June 11, 2015 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Shaw's Supermarkets, Inc. NAME OF ESTABLISHMENT Shaw's #7598 ADDRESS OF ESTABLISHMENT 1070 lyannough Road,'Hyannis, MA 02601 TELEPHONE NUMBER 508-775-7611 SOLE OWNER:n✓ YES NO IF APPLICANT IS A PARTNERSHIP, FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 043243710 STATE OF INCORPORATION Massachusetts Mailing FULL NAME AND 1E ADDRESS OF: PO Box 20, Dept. 81014, Boise, ID 83726 PRESIDENT Justin Dye, COO TREASURER Mike Bessent e-BERKENVIRONMENTAL COMPLIANCE MA GER I E66 Fransen • Doug Kasefang, Dir. Environmental Affairs S NATURE OF APPLICANT RESTRICTIONS: Mailing MIME ADDRESS Sam - above Office *10ME TELEPHONE # 208-395-4793 erica.fransen@albertsons.com t. Haz.doc'wp/q MAIL-IN REQUESTS Please mail the completed application form to the address below. Also include a copy of your contingency plan (to handle hazardous waste spills, etc). In addition, please include the required fee of $100.. Make check payable to: Town of Barnstable. Allow five to seven (7) working days for in-house processing. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 -FOR FAXED REQUESTS Our fax number is (508) 790-6304: Please fax a completed application form. Also,please fax us a copy of your contingency plan(to handle hazardous waste spills, etc). In addition, please mail the required fee . amount of$100.00. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. Allow up to four days for in-house processing. For further assistance on any item above,call(508) 862-4644 Back to Main Public Health.Division Page t l i. r Office: 508-862-4644 rc Town of Barnstable Fax: 508-790-6304 o� Regulatory Services Department nAnNirrAeup, Public Health Division q MASS- Thomas A. McKean,CHO 200 Main Street, Hyannis, MA 02601 Payment Receipt 'Hazardous Materials Payment received: $100.00 (Check) on 6/17/2015 Permit number: 1149 I Check number: 01153080 Check amount: $200.00 Name on check: Albertsons Business: SHAW'S SUPERMARKETS, INC. ,Address: 1070 IYANNOUGH ROAD/RTE132, Hyannis Note: Shaw's #7598 � I I • Town of Barnstable Regulatory Services • �' Richard V. Scali, Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office_ 508-8624644 Wayne Miller,M.D. Fax: 508-790-6104 Paul J.Canniff,D.M.D. Jtmichi Sawayanagi NOTICE TO ALL BUSINESS OPERATORS JUN 112515 WITH HAZARDOUS MATERIALS J $ IN BARNSTABLE The Town of Barnstable Town Council adopted, Chapter 108: Hazardous Materials, a requirement for each business operator to obtain an annual permit and . to remit a fee of$100.00 if one-hundred and eleven (111) gallons or more of hazardous materials are stored, transported, utilized, and/or disposed of at a particular site. STEPS 1 — 2: 1. Please complete the attached application form 2. Submit the fee of$100.00 payable to the: Town of Barnstable. MAIL, all of the above to this office on or before June 30, 2015.. A late charge of$10.00 will be assessed if payment is not received by July 10, 2015. Please feel free to view the above Code, Chapter 109: Hazardous Materials on the Town Website, www,town.barn.stable.ma.us , which.is located under the E-Code section if you should have any questions or concerns. 1 y¢ • r QAHa=at\Haz Mat Pcrmit Letter.DOC E0 719dd E3ANVWNVIS TE0b899809T 0Z:00 510Z/60/90 Albertsons, LLC Boise, ID Store Support Center Date: June 11, 2015 Number of pages including cover sheet: TO: Town of Barnstable From: Sheree Van Hise Email: sheree.vanhise@albertsons.com Phone: Phone: (208) 395-4413 Fax: Fax phone: (208) 395-4508 REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment RE: Star 7595 & Shaw's 7598 Hyannis, MA Annual HazMat Application Hello Public Health Division, Future annual applications/fees please mail to our department for handling/processing: Star 7595 & Shaw's 7598 PO Box 20, Dept. 81014 t Boise, ID 83726 Thank-you. Respectfully, Environmental Affairs Department Specialist Number Fee '1149 THE COMMONWEALTH OF MASSACHUSETTS $1oo.00 Town of Barnstable Board of Health This is to Certify that SHAW'S SUPERMARKETS, INC. 1070 IYANNOUGH ROAD, HYANNIS,MA 02601 Is Hereby Granted a License z FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ---------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 6/30/2014 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF, D.M.D. 4/22/2014 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health 04/41/2014 21;46 5087901696 OSCO PHARMACY PAGE 02/03 Town of J3arnstable mow ►, , Regulatory Services �T 0 Richard V, Sca1a1 nxr6d0r � �����, • ?ublie. Health ]DiVISion MAS& 'I'homms McKean,Director 200 Main Stroet, Hyannis, MA 02601 Office: 508-862.4644 Fax: 508-790-ti304 Application Fee; $1K00 ASSESSORS m[AP A.NJ PA.RCE No. 295-019-X01 D,ATT April 17, 2014 295-019-X02 'k'LICA 'SON FOR PERMgjO ST(}RE ANAIOR UTILIZ i TBA.IN', W GALLON CI A.TERXALS :R'ULL NAME OFAPPLICANT Shaw's Supermarkets, Inc. Shaw's 7598 NAM.H, O.T.+ RSTA.BLTSjjMTNT _ 1070 lyannough Road, Hyannis, MA. 02641 ZIE - ADDRPSS OF ESTABLISHMENT 508-775-7611 ( " TEi LEI NUMBER SOLB OWNER.- 'YrS NO 7-1 IF APPLICANT IS A. PARTNERSUR,VULL NAIVE AND JjonM ADDRESS OF AL PARTN1CRS; 7P Al?P.LIC.ANT IS A.CORPORATION, FEDERAT,,M�rITIFICATION NO, 043243710 STATE o INCORPORATION Massachusetts Work PULL NAME Arm X6=AADRESS OF., PO Box 20, Dept. 72405, Boise, ID 83726 PRESIDENT James Ric TREASURER CLLt RK _.._. SZGNAT U:Rn OF APPLICANT RESTRICTIONS: Work JQOM ADIDRESS .same as above Work 5 TFLIPIIOAJI # 208-395= 793 ® .04-11/2014 21:46 508790169E OSCO PHARMACY PAGE 0]/e3 1 ' Town.of Barnstable �p1W Regulatory Services ltiehard V.ScAli,Director Public Realth Division t gattrtsrA�, t Thomas McKean,Director MAC' 200 Main Street, Hyannis,MA 02601 f►6SS►• ., Phone; 5Q8-9624644 Email:health tow .barnstable.rna.us Office Hours: M-F 8:04—4:30 Fax: 508-790-6304 April.7,:2014 RT; Hazardons Materials Registrations &Licenses Dear Business Owner/Manager; In accordance with the Town of Barnstable General Ordlaaneo,Artiole,XXIX,Chapter 108, Hazardous Materials,all businesses that handle pr store hazardous materials in the Town of Barnstable are required to register the types and quantities of those hazardous materials with the Public Noalth Division. There are no winimum quantity exemptions. Jzt addition,the Town of Barnstable)3oard of Health has determined that using,storing,generating and/or disposi»g of 111 gallons ore more of hazardous materials requires businesses in the Town of Barnstable to obtain an annual Hazardous Materials License. The Pablicklealth Division is currently updating its database of hazardous materials inventories attd license regisl rations, Please fill out the onoloscd Hazardous Materials Registration Force and be prepared for an upcoming hazardous materials compliance inspection by an inspector from the Public Health Division. Prior notice of the inspection may or may not be amouneed. Passing the inspection and obtaining your license will keep your business compliant with tbo Hazardous Materials ordinance. Utowing the recommendations given a@er your annual inspection can prevent contamination.of Darnstable's existing and;future drinking water supply, prevent environmental contamination which can bankrupt site owners, lead to future regulatory, and possibly, legal problems, lower or destroy land values, drive out residents and industry; depress local economies,and endanger public health. If applioablo,you will receive your Hazardous Materials L ieenso certificate after you have passed your inspection and paid the license fee. Your continued cooperation is greatly appreciated. if you have any questions or need Further information,please do not hesitate to contact Timothy Lavelle of the Public Health Division at 508-862.4645. You may also visit the Town of Darnsrable.websitc to view the Hazardous on ordinance at..,' l.�n://�y♦vw.townoi`banl,ta le,us/TownClerk/TownC�de,�pdf Thank you, Tlnom.a4 A.MoRcan,RS, CkJO' Director of Public Health 04/11/2014 21:46 5087901696 OSCO PHARMACY PAGE e3/e3 li MAIL-IN REQUEST$ Please email the completed application form to the address below. In addition, please include the required fee amount. Make cljecl payable to: Town of Barnstable. Our mailixxg address is:, Town of Barnstable Public XealtS Division 200 Main Street Hyannis,li!IA 02601 FOR FA1YED UESTS Our fax number is (508) 790-6304. Please fax a completed application form. In addition, you must she required fee amount see fees at bottom. of this ago). Please make the chock payable to: mad.t r q f { p Town of Bamstable. The check must be mailed to the address listed above, For further assistance on any item.above,call (508) 862-4644 i i i i � 3 Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS 100.00 Town of Barnstable Board of Health This is to Certify that SHAW'S SUPERMARKETS, INC. 1070IYANNOUGHROAD, HYANNIS,MA Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------ ------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires 06/30/2015 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 03/31/2015 JUNICHI SAWAYANAGI THOMAS A. MCKEAN, R.S.,CHO Director of Public Health Town of Barnstable 90 Regulatory Services Thomas F.Geiler,Director 1 WLAS&"B` Public Health Division + Thomas McKean,Director h� 200 Main Street, Hyannis,MA 02601 ji Office: 508-8624644 Fax: 508-790-6304 Application Fee: $100.00 Xj ASSESSORS MAP AND PARCEL NO. 248-076-OOB DATE March 24, 2015 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Shaw's Supermarkets, Inc. NAME OF ESTABLISHMENT Star#7595 ADDRESS OF ESTABLISHMENT 625 W Main Street, Hyannis, MA 02601 TELEPHONE NUMBER 508-775-3421 SOLE OWNER:W1YES NO IF APPLICANT IS A PARTNERSHIP, FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 043243710 STATE OF INCORPORATION Massachusetts Mailing � �{�p / '�S'� F LL NAME AND ICE ADDRESS OF: PO Box 20, Dept. 81014, Boise, ID 83726 PRESIDENT Justin Dye, COO TREASURER Mike Bessent CLERK Erica Fransen, Environmental Compliance Mgr. erica.fransen@albertsons.com SIGNATURE OF APPLICANT RESTRICTIONS: Mailing *OME ADDRESS Same as above Office #OME TELEPHONE # 208-395-4793 _ of'"E w1 Town of Barnstable Public Health Division 1 BABNBABLC, ' 7F{ •y .J6 U.S.POSTAGE>?PITNEYBOWES MARS. p 200 Main Street I' 'RT: Hyannis,MA 02601 � ZIP 02601 $ 000.480 NE 0001383424 MAR. 30. 2015 UP Albertons's - Shaws/Star Environmental Compliance Mgr-Erica Fransen PO Box 20, Dept. 81014 R.n -': Boise, ID 83726 Isz. - �"N TKE r Town of Barnstable Office: 508-862-4644 lel \�� Fax: 508-790-6304 Regulatory Services Department ��, unxsrnuLs Public Health Division v MASS. � Thomas A.McKean,CHO i639.�6�0 200 Main Street,Hyannis,MA 02601 Fp µ, , Payment Receipt Hazardous Materials Payment received: $100.00 (Check) on 3/30/2015 Permit number: 1149 Check number: 01135447 Check amount: 2$ 00.00 Name on check: Albertsons' Business: SHAW'S SUPERMARKETS, INC. Owner: ALBERTSONS' SUPEMARKETS Address: 1070 IYANNOUGH ROAD/RTE132, Hyannis Note: HazMat for Shaw's Supermarkets, 1070, Hyannis -I °FIB r°y� Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 BA MASS.LE.g' 200 Main Street• Hyannis, MA 02601 16 39 M TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT QED AC Business Name: S S - Date: 7 I 0 Location/Mailing Address: 0 W Contact Name/Phone: 9 —77 ' 76 11 Inventory Total Amount: <'Scn SDS: cs License#: 11 qq Tier II : N Labelino: Spill Plan: ? Oil/Water Separator: Floor Drains: No EmergencyNumbers: Storacie AreaslTanks: mat S `0 6 6 Emergency/Containment E ui ment: GL 6T I 'ller."CA t Waste Generator ID: lono7 Waste Product• 01S V ' ,a2 Date&Amount of Last Shipment/Frequency: hi ment/Fre uenc : nee SAe&le2 Licensed Waste Hauler&Destination: ►� i o��' A; 62 Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage anti disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes ug and tar removers Hydraulic fluid (including brake fluid) V Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticid s, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinnersMiscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons d Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: recur M `OILS Cad- `rnc Inspector:, Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS 1HE�O Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 Y BARM.,N E 200 Main Street• Hyannis, MA 02601 EOMP+" TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: sLas Sum w �lsqt Date: r' Location/Mailing Address: 1070 J OO PO (30 I M,. DEA 550 1-4 Contact Name/Phone: S Ss(Zo 775- 2611 Inventory Total Amount: SDS: 5 License#: (M Tier II : Labeling: Spill Plan: IAr 5 Oil/WaterSeparator: FI ocor Drains: Emer enc Numbers: \1 I Storage Areas/Tanks: '-jr kie b T1S l� o/ S S ,r'h� Emergency/Containment Equipment: ofS� ��� �4^�i SP�rj �S`t dP eI1 Waste Generator ID: _ \,,AA 0 ob 1; Waste Product: Date&Amount of Last Shipment/Frequency: ZnJ 1c, ck 9 ^lam( r0a0dS Licensed Waste Hauler&Destination: Eo ` r 2d Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze _D' ry cleaning fluids Automatic transmission fluid ✓ Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) ' Windshield wash Motor oils V Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners /Diesel fuel, kerosene, #2 heating oil Disinfectants 9-6 Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners �G Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers 0 s.tpp (including carbon tetrachloride) (including bleach) }I06� )DO Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: sollif 14 A Gtr'm >� Inspector. Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY- BUSINESS `pfIKE Town of Barnstable Office:508_862_4644 Public Health Division Fax:508 790 6304 BARN STABLE.`E' ' 200 Main Street• Hyannis, MA 02601 1639. � TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: Date: 8 /� Location/Mailing Address: to o --r oLKv%o f4yavii, s Contact Name/Phone: Qv` Leov.' o 5'68- -7'1.5 -1(,I ( Aas+v ,v, -T+� �N•• Re-e.e v k�- K,V-1<- Inventory TotalAmount: ��� ��at7 MSDS: $15 e6,11- "'k- License#: I y ' Cad'✓ Tier II : NV Labeling: 6&-t A- W k5k�e- Spill Plan: -e 5 Oil/WaterSeparator: Floor Drains: o Emergency Numbers: `(e- 5 Storage Areas/7anks: \V-, \ak*,1-0,eA b\1 PAAfZ CP.. gay Emergency/Containment Equipment: X\ ' w 50.00t^k A-Q 6 61 k e, Waste Generator ID: AV 0'7T5 70I Waste Product: ism Date&Amount of Last Shipment/Frequency: 2S' / Z b 'r Licensed Waste Hauler&Destination: Ike. u Ile- Env 5 G 7/Va 1, K V- Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) ✓ Windshield wash vl Motor oils ✓ Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) J Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners V Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes 7— Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons — Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDATIONS: NoInspector. L�`�`�k �- Facility Representative: r0-1 WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS Number Fee 1149 THE COMMONWEALTH OF MASSACHUSETTS $150.00 Town of Barnstable Board of Health This is to Certify that SHAWS SUPERMARKETS, INC. 1070 IYANNOUGH ROAD, HYANNIS, ID 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. 9 -------------------------- "---------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF,D.M.D. 07/01/2016 JUNICHI SAWAYANAGI THOMAS A.MCKEAN, R.S.,CHO Director of Public Health. i Town of Barnstable 'THE Regulatory Services Richard V. Scah,Director �BAR1 $ Public Health Division0349. BARNSTALE Thomas McKean, Director :5 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-7*04 Cif 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 1 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 ❑ • A late charge of$10.00 will be assessed if payment is not received by July 1st. ASSESSORS MAP AND PARCEL NO.295-019-XF1 DATE July 27,2016 FULL NAME OF APPLICANT•Shaves Supermarkets,Inc. NAME OF ESTABLISHMENT: Shames#7598 ADDRESS OF ESTABLISHMENT: 1070 lyannough Road Hyannis,MA 02601 MAILING ADDRESS(IF DIFFERENT): PO Box 20,Dept.81014,Boise, ID 83726 TELEPHONE NUMBER OF ESTABLISHMENT: 508-775-7611 EMAIL ADDRESS: s07598.dir@shaws.com SOLE OWNER: W1 YES NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: 208-395-6200 CORPORATION NAME New Albertsons,Inc.,250 E.Parkcenter Blvd.,Boise,ID 83706 PRESIDENT Principal Officer Jim Perkins,COO TREASURER Gary Morton,VP CLERK Sr.Environmental Compliance Manager Erica Fransen erica.fransen@albertsons.com IF PREPARED BY OUTSIDE PARTY: SIGNATUR + OF APPLICANT Name: • Company Address : Dean Fredrickson,Dir.Environmental Affairs Telephone#: Email: C:\Temp\HAZZAPP Rev16.doex Page 1 of �u . 27. 2016 4: 13PM b. 98 2 P. 3 4 • Town Of Barnstable � Regulatory Services sib s. Richard V.5ca1i Director t a . RA �' Public Health Division �� BARNSTABLE 163¢ cDr"k`� Thomas McKean,Director 200 Main Street,Hyannis,NIA 02601 Icy— Office- 508-8624644 Q Fax: 508-790-6304 APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE HAZARDOUS MATERYALS IN ACCORDANCE WITH THE TOWN OF BARNSTABLE GENERAL ORDINANCE,CHAPTER 108, HAZAkDOUS MATERIALS,ALL BUSMSSI;S THAT HANDLE OR STORE HAZARDOUS MATERIALS GREATER THAN HOUSEHOLD QUANTITIES ARE REQUIRED TO OBTAIN AN ANNUAL PERMIT(RUNS MY 1st—,TUNE 30th). APPLICATION FEES CATEGORY I)PERAW 26—110 Gallons: $50.00 ❑ CATEGORY 2 PERMIT 111 —499 Gallons: $125.00 ❑ + $10104e* CATEGORY 3 PERMIT. 500 or more Gallons:$150.00 Q A late char a of$10.00 will be assessed if myment is not received V July 1st, • ASSESSORS MAP AND PARCEL No.205-019AF1 DATIE July 27,2016 kee IGd ap FULL NAME OF APPLICANT:5h8vls 5uperm0rke1s,Inc, NAME OF ESTABLISHMENT:Shaves#7598 ADDRESS OF ESTABLISHMENT: 1070 lyanncugh Road Hyannis,MA 02601 MAILING ADDRESS(IF DIFFERENT): PO Box 20,Depl.91014,Boise,10 83726 TELEPRONE NUMBER OF ESTABLISHMENT: 608-775-7611 EMAIL ADDRESS: 507598.&Osham.com SOLE OWNER:DYES NO IF NO,NAME OF PARTNER: FULL NAME,HOME ADDRESS,AND TELEPHONE#OF: 208.395-6200 CORPORATION NAME New Aiberlsons,Inc..260 E.Parkeenter Blvd„Dols%10 63700 PRESWEN'I Prindpal Officer Jhn Porkies,C00 — TREASORER Gary Morton,VP CLERK Sr.EAVIronmenral Compliance Manager Erica Fransen erica.franserQ01benaom.00m IF PREPARED BY OUTSIDE PARTY: SIGNATUIq OF APPLICANT Name: !') Company Address; • dean Fredrlc*son,Mr.Envlronmenl3l Aftah Telephone#: Email: CATcmp%L422APP Bevl6.d9cx Page i of2 1 °F INEA Y Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMS�LE. 200 Main Street• Hyannis, MA 02601 Fo�'A'o+'�0� TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: a vJ�S Date: 2 P,0 t,5- Location/Mailing Address: 10 a oug, a V1 A 1 5 _ Contact Name/Phone: o - _ A►1 o Q y J S t _ Sk o�� 7� Inventory Total Amount: i MSDS: License#: (41 —; I Tier II : Labeling: Spill Plan: GS Oil/WaterSeparator: o Floor Drains: Emergency Numbers: �S Storage Areas/Tanks: '-A � 0� oA � &II <t k 111 Emergency/Containment Equipment: ,k\ k\k o,tf,- So 5 E ov-5 ' R, Waste Generator ID: MVSan-1"157lb I 1 Waste Product: Mix4 rL-�a%t 4a-? s4e - Igrk76x�cocc, Date&Amount of Last Shipment/Frequency: 11D 23/, 2x r " Licensed Waste Hauler&Destination: 5 ec, RIC- Other Waste Disposal Methods: RR LIST OF TOXIC AND HAZARDOUS MATERIALS — \0,k1 eL"JC PA4—Cot 0(,. , Cot cuoty1r,\v-, NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA,hazardous material use, <- t 5��d��rs✓t� storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, p n hydrochloric acid, other acids) VIOLATIONS: vL Droete n� �Q iJ�►��i ORDERS: INFORMATION/RECOMMENDATIONS: 04 A ,re a w f Qa. tNpld4rt.$ QK& o 0ov;-] Flo . s ve6 _ I I Inspector: L- Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY-BUSINESS Si .S Date: `1 lzy l TOWN OF BARN STAB LE,51:�-A5 TOXIC AND HAZARDOUS MATERIALS FORM NAME OF BUSINESS: �J�asS�S �yDc1r^acc`Ge.-�' BUSINESS LOCATION: 1 v\� ,n• INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: ,�o8'77S--7bII — 1D CONTACT PERSON: r'Qo►14rA EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION 1 RECOMMENDATIONS: ` rsfra��fn-�ow -for �e �t Fire District: n 2) [ �av[.,�ro.( �'� �, �c f;e,G�e�N•c�/X� �� � �l 4 [as oS I�yav[r�s �i Qv[.rK !10�I I�C�/� ['S u.���1uaol�� ����i..l�o('42y[t�t� C�Q?: c,,e►«.,(Jso4r4rw '1/y D �CCb�VNdM./X�t.���KS G.T�K14l�1VK.�/ Waste Transportation: /AVS 7-7s7b I Last shipment of hazardous waste: Alov 9113 Name of Hauler: 5�6<,&y c.l e, Destination: Waste Product: L-�'�c�bs,�Ctw�,c�«os� Licensed es No. �I�RfXX»10 t°I'j NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts(Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials SPILL RESPONSE TOTE Contents: Spill Magic, Goggles, Gloves,Apron, Sharpie, &Binder CHEM ILL RESPONSE ORES REMEMBER: DO FIRST AID FIRST,THEM ASSESS THE SPILL—Is the Spill Mnior or Minor? '- Minor Spill-Definition Major Spill-Definition This type of spill presents a manageable hazard to Any spill situation that presents fire,explosion,or associates who,when wearing Personal Protective health hazard risks;particularly if an associate may Equipment(PPE),shouldn't be exposed to any dangerous be or has been significantly exposed,contaminated chemical at a level that exceeds a safe exposure. or injured to such an extent that medical assistance is required. Minor Spill Response Major Spill Response 1. Secure area,restrict access&post signs. 1. Notify&evacuate fellow associates to a safe 2. Remove any potential ignition sources& area.Post signs.DO NOT ATTEMPT TO unplug nearby electrical equipment. CLEANUP A MAJOR SPILLI 3. Gather&review safety information on 2. If spill poses a fire hazard,activate the spilled chemical.If necessary,review nearest fire alarm.Call 911 and give details chemical's MSDS information. of spill,including specific location,chemical, 4. Use Spill Response Kit to cleanup minor quantity and if anyone is injured. spills. 3. In case of an Injury or chemical 5. Wear appropriate personal protective contamination: equipment(PPE),which usually includes a. Wear PPE&move victim from spill goggles,gloves,and apron. area. 6. Confine&contain spill.Cover spill with b. If trained,administer First Aid as Spill Magic absorbent material. appropriate. 7. Clean up spill using a broom&dust pan. c. Locate nearest emergency eyewash Place product&absorbent material in re- station.Remove contaminated sealable bag. clothing&flush with copious 8. Decontaminate spill surface with mild amounts of water for 15 minutes. detergent&water,as appropriate. 4. Notify MOD/PIC Carefully remove PPE&thoroughly wash 5. Contact 3E at 1-800-451-8346 to coordinate hands. spill response. 9. Write product name and date on waste 6. .Provide responders with all pertinent label&place bagged product in information about the spill&MSDS. appropriate waste tote. 7. Responders will inform associates when it's 10. Investigate cause of spill&report findings safe to re-enter spill area. to store Safety&Health Team. 8. Investigate cause of spill&report findings 11. Replenish spill ldt to store Safety&Health Team. -07- r .< ©2012 StrongPak,a Stericycle co. SV 2012 -e lo (SIP AqJX '),loop 00 Alz law ;p m ,w OS -IR'16�, .4 0 a -WIP 4o, TOWN OF BARNSTABLE Date: TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: NaL 8&r- BUSINESS LOCATION: U -fO /t p [2� - � INVENTORY MAILING ADDRESS: p O 9D Pik 1.14 TOTAL AMOUNT: TELEPHONE NUMBER: (;tld IC — .�2 CONTACT PERSON: AAJOCI #0 EMERGENCY CONTACT T EPHON NUMBER: —1748 MSDS ON SITE? TYPE OF BUSINESS: I�GLL SC -rt INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month re uires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes !„ g. Coo Laundry soil &stain removers �Iv (including bleach) aucAi��S Lehi_ "� C���—�� 0Z Spot removers&cleaning fluids � (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant,06ignature Staffs Initials YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. -it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st Fl., 367 Main St., Hyannis, NIA 0260-1 (Town Hall) and get the Business Certificate that is required by law. DATE: 0 a/A-t} Fill in please: r .t ik jifl _ APPLICANT'S YOUR NAME/S: ANDyi (` 4, �,�, ; Y[I`' BUSINESS YOUR HOME ADDRESS: e t TELEPHONE # Home Telephone Number . NAME OF CORPORATION: t NAME OF NEW BUSINESS. V CL N) - x— TYPE OF BUSINESS u:\ IS THIS A.HOME OCCUPATION? . V—YES NO ADDRESS OF BUSINESS SCE U MAP/PARCEL NUMBER D (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO.200 Main St. - [corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1 '; BUILDING COMM D R'S OFFICES "' This individual ha bi n infra an pe mit requi6me is that pertain to this type of business. Auth rized Signatt 1 * ; COMMENTS: 2. BOARD OF HEALTH This individual has b en informed of he per ' requirements that pertain to this type of business. MU.S"rt: CfMPLYWUJ:�H AL - HAZARDOUS MATERIALS REGQLATIgW Aut orized Signature** COMMENTS: ` '3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: l i a Town of Barnstable "s 1 Regulatory Services BARNSTABLE, f g 9 MASS. g ' i63q. �0 Richard V. Scali, Director BARNSTABLE �Ftiµa�p Public Health Division SAMSTAIII,-a NTERNUU-QUIT.HYMNIS A451CFI5 4iLL5�USi I'£4'.i1P•15Lvf d.P,PSTApIE 1639-2014 Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 December 5, 2016 NOTICE TO ALL BUSINESS OPERATORS -. WITH HAZARDOUS ivIATERIALS IN THE TOWN OF-BAR STAA BL . — In accordance with Town Code, Chapter 108, all businesses that handle or store Hazardous Materials greater than household quantities are required to obtain an annual license with the Public Health Division. Effective January 1, 2016, the Barnstable Board of Health enacted a new fee schedule for hazardous materials stored on site. The fees are codified in Chapter 318 of the Town Code and are outlined below based on storage category: Category 1 License 26— 110 Gallons: $ 50.00 Category 2 License 111 —499 Gallons: $125.00 Category 3 License 500 or more Gallons: $150.00 If you should have any questions or concerns, please feel free to view the Town Code which is located under the E-Code section on the Town Website, www.town.barnstable.ma.us. Based on Public Health Division records, your business is not currently licensed to store/use hazardous materials. Please consider this letter an order notice to schedule an appointment for a hazardous materials inspection with the Health Division. Please contact Timothy Lavelle, Hazardous Materials Specialist, at 508-862-4645 or tim.lavellenae,town.bamstable.ma.us to schedule this inspection within the next 14 days. Your continued cooperation is greatly appreciated. If you have any questions or'need further information, please call the Public Health Division at 508-862-4644. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S. Director of Public Health Town of Barnstable Q:\Hazmat\Hazmat new inspection order 2016.doc oF�"E rowh Town of Barnstable " UIS '�hi PITts . Public Health Division W ' — ' ,., BARN STARI.E. ` 4 MASS. g 200 Main Street y3 pfFD MP'��0 Hyannis,MA 02601 A O(7t333�4'�vS D`EC 16 2d 16. / 1 Sally Beauty Supply Hyannis, MI-n r n 1 � � 1 NOT DELIVERABLE ADDRESSED. i u;s"i;in: c i*a ate:a.'AR`- I 2�p` 8.g t22 }12:7ZS - 17-.03 i ,;,�-tom:` �;,.,,".. �, "�M� :. ^- (((/ .'.� _... .. .. Y�r�;'�" r sue., ��- is 4 r. t �.�� .. > � .ate i , 6,� �.. ,.� - .. p�Y. y. `� w �{�J - -..�...__.�- r �. `�~ �� /. h�__ `�- � .,ram. ,r., ;t .e '� � "C" ' � .r tit LeiVW". 9 .a-xW An.. Mtc Zz 0. ju 5 } F 1 1 t ! -r ♦x � r � CONSTRUCTION r � SPECIFICATIONS le DIVISION II FESTIVAL AT HYANNIS .s ROUTE 132 { HYANNIS,MASSACHUSETTS Prepared for: Trammell Crow Company One Main Street; Suite 700 Cambridge, MA 02142 Prepared by: Daylor Consulting Group Suite 216 World Trade Center Boston, MA 02210 Project # 1.0398.0 June 23, 1989 I �� ' FESTIVAL AT HYANNIS HYANNIS, MASSACHUSETTS ' DIVISION 2 - SITE WORK ' JUNE, 1989 ' 02010 Subsurface Investigation 02100 Site Preparation- Clearing & Grubbing - Erosion& Control 02200 Earthwork 02210 Site Grading ' 02500 Bituminous Concrete Paving 02513 Portland Cement Concrete Paving ' 02525 Curb and Edging g g ' 02580 Pavement Markings 02600 Site Utilities ' 02601 Precast Concrete Manhole and Concrete Structures 02612 Reinforced Concrete Pipe ' 02616 Ductile Iron s Pipe and Fittings g ' 02622 Polyvinyl Chloride (PVC) Pipe 02640 Valves and Appurtenances ' 02645 Water Service Connections 02920 Loaming, Hydroseeding and Erosion Control ' 02990 Miscellaneous Work and Cleanup 1 i ' SECTION 02010 SUBSURFACE INVESTIGATION Part 1 GENERAL ' 1.01 SCOPE OF WORK A. This section describes soils investigation at the site, and use of data resulting from that investigation ' 1.02 SOILS INVESTIGATION REPORT ' A. General: 1. A geotechnical report entitled 'Proposed Festival at Hyannis Mall Project, Route 132, Hyannis, Massachusetts" dated March 29, 1989 ' has been prepared by Briggs Associates,Inc.for use by the Architect in the design of this project. 2. Data on indicated subsurface conditions contained in the geotech- ' nical report are not intended as representations or warrants of continuity of such conditions between explorations. It is expressly understood that the Owner will not be responsible for interpretations ' or conclusions drawn therefrom by the Contractor. Data are made available for the convenience of the Contractor. Neither the Owner nor the Geotechnical Consultant assumes responsibility for accuracy of the data other than at the particular locations and at the time the ' explorations were made. 3. By submitting a bid, the Contractor affirms that he has carefully examined the site and all conditions affectingwork under this section. ' No claim for additional costs will be allowed because of lack of full knowledge of existing conditions. 4. Additional test borings and other exploratory operations may be ' made by the Contractor at no cost to the Owner. B. Use of Data: ' 1. This report was obtained only for the Architect's use in design and is not a part of the Contract Documents. ' 2. The report is available for bidders'information,but is not a warranty of subsurface conditions. 3. Bidders should visit the site and acquaint themselves with existing ' conditions. ' Subsurface Investigation 02010-1 f ' 4. Prior to bidding, bidders may make their own subsurface investiga- tions to satisfy themselves as to site and subsurface conditions, but ' such investigations may be performed only under time schedules and arrangements approved in advance by the Architect. ' 1.03 QUALITY ASSURANCE A. A construction soil engineer will be retained by the Owner to observe performance of work in connection with excavating, trenching, filling, backfilling, and grading, and to perform compaction tests. B. Readjust work performed that does not meet technical or design requirements, but make no deviation from the Contract Documents ' without specific and written approval from the Architects. ' END OF SECTION 1 ' Subsurface Investigation 02010-2 1 1 ' SUPPLEMENTAL GROUNDWATER OBSERVATION DATA Location Surface Depth Observed Number Elevation (Feet) Groundwater ' (Feet) Elevation (Ft) B-1 * 65.45 10.5 None ' B-2 * .66.99 21.0 None B-3 * 65.88 21.0 None B-4 * 65.11 21.0 None B-5 * 65.08 21.0 None ' B-6 * 65.30 21.0 None ' B-7 ' 67.50 21.5 None B-8 ' 65.92 21.5 None ' HB-1 * 66.58 16.5 None HB-2 * 64.59 16.5 None ' TP-1 " 66.1 13.0 None 'IT-4 *' 67.6 12.0 None ' TT-16 ** 67.0 13.0 None TP-17 ** 68.3 12.0 None ' B101-OW *" 65.5E 37.0 33.5-t- ' B102-OW "' 66.5.± 40.0 35.0±- B103-OW *" 65.0.:L 40.0 34.0E ' B104-OW "' 67.0E 40.0 35.5-+- B105-OW *** 68A±- 40.0 35.0-±� ' * Data taken from borings performed on March 15, 1989 by Briggs Associates,Inc., inspected by V. Stangenberg. ** Data taken from test pits on September 29, 1988 (TP-1 and TP-4) and February 17, 1989 (TP-16 and TP-17) by A.M. Wilson Associates, Inc., inspected by G. ' Dunning. *** Data taken from observation wells installed on July 7 and 8,1988 by Guild Drilling Company, Inc. and analyzed by Haley and Aldrich, Inc. (See Sheet 3 of 5 for location) I r:ksw,res>s: ss >ti PROJECT NAME Trammell Crow SHEET 1 OF 1 PROJECT LOCATION Hyannis BORING NO. B-1 ' BRIGGSt`,vww, ,..,,.� LOCATION See Plan ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 65.45 ' GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/15/89 DATE TIME DEPTH TYPE Auaer SS ' DATE FINISH 3/15/89 3/15 11am none SIZE I.D. 3 1/4" 1-3/8" HAMMER WT. - 140# BIT DRILLER W. Souza 1 HAMMER FALL - INSPECTORJ.Stangenberg D SAMPLE P PEN. SAMPLE DEPT SPT ' Sample N value SAMPLE DESCRIPTION H type No. REC. (FROM-TO) BLOWS!6.. or inches (feet) ROD 2" Asphalt Pavement SS1 18/18 0.15-1.65 9-21-30 51 Gravellv Sand- brown, coarse to fine, 2-4% nonplastic fines, 20-30% medium to fine round gravel, moist. [SWSP] t 5 SS2 18/18 4.5-6.0 18-37-45 82 Gravelly Sand-Brown, coarse to fine, 2-3%nonplastic fines, 10-20%fine to medium round gravel. [SW-SP] a ) ' 10 SS3 12/12 9.5-10.5 98-75 100+ Gravell Sand-same as above. ' Auger refusal @10.5ft. 15 20 25 ' 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: N-value Density N-value Density1. Auger returned 20-30%coarse to fine ravel. ' <4 very loose <2 very soft SS - split spoon g g 5- 10 loose 2-4 soft ST-shelby tube 2. Auger refusal @ 10.5'. 11 -110 medium 4-8 medium stiff AF flight 31 -50 dense 8- 15 stiff auger g >50 very dense 1 15-30 very stiff I RC- rock core PROJECT NAME Trammell Crow SHEET 1 OF A—�� PROJECT LOCATION Hyannis BORING NO. B-2 B R I G G LOCATION See Plan ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 66.99 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/15/89 DATE' TIME DEPTH TYPE Auaer SS DATE FINISH 3J15/89 3/15 gam none SIZE I.D. 3 1/4" 1-3/8" HAMMER WT. — 140# DRILLER W. Souza BIT ' HAMMER FALL — 30" INSPECTOR J. Stangenberg D SAMPLE E PEN. SPT Sample SAMPLEDEPT' N Value SAMPLE DESCRIPTION H type No. (FROM-TO) BLOWS 6" or inches (feet) ROD 3"topsoil & leaf mulch - Black SS1 18/18 0.0-1.5 4-4-13 17 Sandy Silt- Brown, coarse to fine nonplastic, damp, 20-30%fine to coarse sand,5-10% medium to fine round gravel. [ML] 5 SS2 6/6 4.5-5.0 100/6 100+ Gravelly Sand - Brown, coarse to fine, 20-30%coarse ' to fine round gravel, 2-4% nonplastic fines. moist. [SW-SP] ' 10 SS3 18/18 -1 1. 57-56-48 104 Gravelly Sand - Brown, coarse to fines, 10-20%coarse to fine gravel, 2-4% nonplastic fines, moist. [SW-SP] 15 SS4 12/9 14.5-15.5 57-86 100+ Gravelly Sand-Same as above. 20 SS5 18/14 19.5-21.0 19-12-13 ' 25 193IId- Brown, coarse to fine, 2-4% nonplastic fine, ' 5-10% medium to fine , round gravel. [SW-SP] Bottom of boring @ 21ft. 25 ' 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: ' N-value Density N-value Density <4 very loose <2 very soft SS split spoon Refusal @ 5'first attempt moved 5'away. 5- 10 loose 2-4 soft ST-Shelby tube 11 -30 medium 4-8 medium stiff AF- au fli ht 31 -50 dense 8- 15 stiff 9er 9 >50 very dense 1 15-30 very stiff I RC- rock core ' PROJECT NAME Trammell Crow SHEET 1 OF 1 y.: ' PROJECT LOCATION Hyannis BORING NO. B-3 BRIG LOCATION See Plan ' ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 65.88 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/15/89 DATE TIME DEPTH TYPE Auaer SS ' SIZE I.D.D. 3-1/4" 1-3/8" DATE FINISH 3/15/89 31115 10am none HAMMERWT. - 140# DRILLER C. Reil BIT ' HAMMER FALL - 30" INSPECTOR J. Stangenberg D SAMPLE ' ESPT P Sample PEN. SAMPLEDEP NValue SAMPLE DESCRIPTION T REC. (FROM-TO) BLOWS/6" or H type No. inches (feet) ROD 3"topsoil - loam and dark grey. ' SS1 1 18/12 0.0-1.5 2-2-10 12 Silty Sand - Orange brown,fine to medium, 5-10% coarse to fine round gravel, 20-30% nonplastic fines, 'moist. [SM] 5 SS2 18/18 4.5-6.0 70-72-80 152 Gravelly Sand.- Brown,coarse to fine, 30-40%coarse to fine round gravel, 2-3% nonplastic fines, moist. [SW-SP] ]t 10 18/14 .5-11.0 72-41-54 Gravelly Sand-Same as above. Sa3 9 95 Y 3 ] ' 15 SS4 18/12 14.5-16.0 11-16-21 37, Sand - Brown coarse to fine, 2-3%nonplastic fines,57 10%fine to medium gravel, moist. [SW-SP] t 20 ' SS5 18/16 19.5-21.0 9-16-21 37 Sand-Same as above. Bottom of boring @ 21ft. 44.0 25 I ' 30 Granular Sails Cohesive Soils SAMPLE TYPES REMARKS: ' N-value Density N-value Density <4 very Loose <2 very soft SS - split spoon 5- 10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF fli ht 31 -50 dense 8- 15 stiff auger 9 ' >50 very dense 1 15-30 very stiff I RC- rock core PROJECTT NAME Trammell Crow SHEET 1 OF 1 PROJECT LOCATION Hyannis BORING NO. B 4 B R I G G S'>a LOCATION See Plan ' ASSOCIATES. INC. PROJECT NUMBER 90406MA SURFACE ELEV. 65.11 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/15/89 DATE TIME DEPTH TYPE Auger SS ' DATE FINISH 3/15/89 3/15 3 pm. none SIZE I.D. 3-1/2" 1-3/8" HAMMER WT. - 140# BIT DRILLER W. Souza HAMMER FALL - 39" INSPECTOR J. Stan enber D SAMPLE E F Sample PEN. SAMPLE DEPT SPT H type-No. REC' (FROM-TO) BLOWS/6" NoValue SAMPLE DESCRIPTION inches (feet) ROD 3"topsoil :sandy loam dark grey. ' SS 1 18/7 0.0-1 .5 3-7-17 24 Silty Sand - Orange brown fine to coarse, 20-30% non plastic fines, moist. [SM] 5 - SS2 12/12 4.5-5.5 41-75 100+ Gravelly Sand- Brown coarse to fines, 30-40% coarse ' to fine gravel, 2-3%nonplastic fines, moist. [SW-SP] 10 - - _SS3 1 2/12 9.5 10.5 76 97 100+ Gravelly Sand Same as above. 15 SS4 48/15 14.5-16.0 9-13-23 36 Sand - Brown, coarse to fine, 2-4% nonplastic fines, 5- 10%fine gravel, moist. [SW-SP] 20 ' SS5 18/18 19.5-21.0 16-25-30 55 Sand -Same as above. Bottom of boring @ 21.0ft t 25 1 30 Granular Soils Cohesive Soils SAMPLETYPES REMARKS: N-value Density N-value Density ' <4 very loose <2 very soft SS -split spoon 5- 10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF au flight 31 -50 dense 8- 1;5 stiff auger 9 ' >50 very dense 1 15-30 very stiff RC- rock core PROJECT NAME Trammell Crow 1 ' SHEET 1 OF [t PROJECT LOCATION Hyannis BORING NO. B-5 BRIGG!�:<rX�I.:�:>Me-.<,t ss�E.,-" LOCATION See Plan ' ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 65.08 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/15/89 ' DAit TIME DEPTH TYPE Auger SS 3/15 3 m. none SIZE I.D. 3-1/4" 1-3/8" DATE FINISH 3/15/89 HAMMER WT. - 140# BIT DRILLER C. Reil ' HAMMER FALL — 30" INSPECTOR J.Stancgenberg D SAMPLE ' ESPT P Sample PEN. SAMPLE N--Value SAMPLE DESCRIPTION H type-No. REC. (FROM-TO) BLOWS/6" or inches (feet) ROD SS 1 18/18 0.0-1.5 7-18-17 35 Gravelly Sand - Brown, coarse to fine, 2-3%nonplastic fines, 10-20%fine to medium round gravel. [SW-SP] 1 5 SS2 18/15 4.5-6.0 6-10-9 19 Sand - Brown, fine to medium, 5-10% nonplastic-fines. ' [SP-SM] ' 10 SS3 18/18 9.5-11.0 50-40-36 76 Gravelly Sand- Brown, coarse to fine, 30-40%coarse to fine round gravel, 2-3% nonplastic fines, moist. ' [SW-SP] ' 1 5 SS4 18/14 14.5-16.0 15-28-31 59 Gravelly Sand- Brown coarse to fine, 10-20%fine to mediu—m-r-o—una gravel, moist, 2-3% nonplastic fines. [SW-SP] 20 ' SS5 18/15 19.5-21.0 17-30-40 70 Sand - Brown, coarse to fine, 2-3% nonplastic. [SW] Bottom of boring @ 21:Oft. 25 ' 30 Granular Soils Cohesive Soils SAMPLETYPES REMARKS: ' N-value Density N-value Density <4 very loose <2 very soft SS -split spoon 5 - 10 loose 2-4 soft ST.-shelby tube 11 -30 medium 4-8 medium stiff AF auger flight 31 -50 dense 8- 15 stiff 9 g ' >50 very dense 1 15-30 very stiff I RC- rock core PROJECT NAME Trammell Crow SHEET 1 O F 1 PROJECT LOCATION Hyannis BORING NO. B-6 BRIGGS"<i , cx LOCATION See Plan ' ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 65.30 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/15/89 ' DATE TIME DEPTH TypE Auger SS DATE FINISH 3/15/89 3/15 3pm none SIZE I.D. 3-1/4" 1-3/8" HAMMER WT. - 140# BIT DRILLER W. Souza ' HAMMER FALL - 30" INSPECTORJ. Stangenberg D SAMPLE E SPT ' P Sample PEN' SAMPLE'DEPT N-Value SAMPLE DESCRIPTION H type-No. REC. (FROM-TO) BLOWS/6" or ruches (feet) ROD 1"Asphalt pavement - Gravelly ' SS1 18/8 0.0-1.5 8-10-4 14 Sand-Gray brown, coarse to fine, 5-10% nonplastic fine, 1 piece wood, 10-20%coarse to fine round gravel, moist. [SW] 5 Sand - Brown, coarse to fine 2-3% non SS2 /�� 4.5-6.0 6--7-8 15 lastic fines.P ISM '.. 10 SS3 18/12 9.5-11.0 5-12-16 28 Sand -Brown, coarse to fine 2-3% nonplastic fines, moist, 5-10% medium to fine round gravel. [SW-SP] ' 15 SS4 18/12 14.5-16.0 11-20-17 37 Same as above. 20 SS5 18/15 19.5-21.0 9-18-20 38 Sand -Tan, medium to fine, 5-10%nonplastic fines, Bottom of boring @ 21.Oft. 25 ' 30 Granular Soils i Cohesive Soils SAMPLETYPES REMARKS: ' N-value Density N-value Density <4 very loose <2 very soft SS-split spoon 5- 10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff auger AF- flight 31 -50 dense 8- 15 stiff 9 9 >50 very dense 1 15-30 very stiff I RC- rock core •M fi9:9/.d:ftin ifl.Uf66Jki�i� %f "I PROJECT NAME Trammell Crow SHEET 1 OF 1 i 3 PROJECT LOCATION Hyannis BORING NO. B-7 B R I G G S` . <::<: «:>:<::>,,; w LOCATION See Plan ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 67.05 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/16/89 DATE TIME DEPTH TYPE Auger SS i ' 3/16 gam none SIZE I.D. 3-1/4" 1-3/8" DATE FINISH 3/16/89 HAMMER WT. 140# DRILLER W. Souza BIT ' HAMMER FALL 30" INSPECTOR J. Stangenberg D SAMPLE ' SPT P Sample PEN' r SAMPLEDEPT N V lue SAMPLE DESCRIPTION T E� (FROM-TO) BLOWS/6 or H type-No. mcnes (feet) ROD SS 1 24/12 0-2 2-5-10-6 15 Sandy Silt- Dark brown, coarse, nonplastsic, 30-40% ' medium to fine sand, 2-4%organics, moist. t o SS2 18/14 5-6.5 32-44-42 86 Gravelly Sand -Brown, coarse to fine, 20-30%coarse ' to fine round gravel, 2-4%nonplastic fines, moist. [SW-SP] ' 10 SS3 18/1 10-11.5 32-42-75/2" 100+ Gravelly Sand-Same as above. ' 15 SS4 18/17 15-16.5 12-21-28 49 Sand-Tan, coarse to fine, 5-10%fine round gravel, 2-4% nonplastic fines, moist. [SW-SP] i 20 Sand-Tan, medium to fine,5-10%fine round gravel, SS5 18/16 20-21.5 22-36-34 70 2-4%nonplastic fines, moist. [SW-SP] Bottom of boring @ 21.5ft. 25 ' 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: N-value Density N-value Density ' <4 very loose <2 very soft SS - split spoon 5- 10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF flight 31 -50 dense 8- 15 stiff auger 9 >50 very dense 15-30 very stiff RC- rock core 1 PROJECT NAME Trammell Crow SHEET 1 O F 1 ' PROJECT LOCATION Hyannis BORING NO, B-8 B R I G G S LOCATION See Plan ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 65.92 ' GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/16/89 DATE TIME DEPTH TYPE Auger SS ' DATE FINISH 3/16/89 3116 11am none SIZE I.D. 3-1/4" 1-3/81, HAMMER WT. 1401 DRILLER W. Souza BIT ' HAMMER FALL - 30" INSPECTORJ. Stangenberg D SAMPLE E ' PENSPT P Sample . SAMPLEDEPT NValue SAMPLE DESCRIPTION T REC. (FROM-TO) BLOWS/6" or H type-No. inches (feet) ROD SS1 24/17 0-2 2-8-10-22 18 Sandy Silt - Brown coarse. non la is 20-30%fine ' sand. [ML] 5 SS2 18/12 5-6.5 22-20-30 50 Gravelly Sand.- Brown,coarse to fine, 10-20% medium ' to fine round gravel, 2-3%nonplastic fines, moist. [SW-SP] c 10 SS3 18/12 10.-11.5 15-25-25 50 Sand -Brown, coarse to fine, 2-4% nonplastic fines, d 5-10%fine round gravel, moist. [SW-SP] ' 15 SS4 18/12 15-16.5 13-61-42 103 Sand Orange, coarse to fine 10-20% medium to fine round gravel, moist. [SW-SP] 20 ' SS5 18/16 20-21.5 15-23-29 52 -11 Sand -Tan, medium to fine 5-10%nonplastic fines, moist. [SP] Bottom of boring @ 21.5ft. ' 25 ' 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: N-value Density N-value Density ' <4 very loose <2 very soft SS -split spoon 5- 10 loose 2-4 soft ST-Shelby tube 11 -30 medium 4-8 medium stiff AF flight 31 -50 dense 8- 15 stiff auger 9 >50 very dense 1 15-30 very stiff I RC- rock core 1 PROJECT NAME Trammell Crow SHEET 1 OF 1 PROJECT LOCATION Hyannis BORING NO. HB-1 v BRIGGS� LOCATION See Plan ASSOCIATES, INC. PROJECT NUMBER 90406MA SURFACE ELEV. 66.58 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/22/89 DATE TIME DEPTH TYPE Auger SS ' 3/22/89 9am none SIZE I.D. 3 1/4" 1-3/8" DATE FINISH 3/22/89 HAMMER WT. - 140# BIT DRILLER F. Sviokla ' HAMMER FALL - 30" INSPECTOR J. Stanaenbera D SAMPLE E t P Sample PEN. SAMPLE DEPT N-Value SAMPLE DESCRIPTION H type No. REC. (FROM-TO) BLOWS/6" or inches (feet) ROD 6"topsoil- loamy sand dark brown Aucler - 0-2 - - Silty Sand - Brown , fine to medium, 10-15% nonplastic ' ines, moist. [SM] 5 SS2 12/12 5-6 112-107 100+ Gravelly Sand - Brown, coarse to fine, 30-40 coarse to fine round gravel, 1-3% nonplastic fines, moist. ' [SW-SP] 1 1 SS3 18/16 10-11.5 12-24-43 67 Gravelly Sand- Brown, coarse to fine, 10-20%coarse to fine round gravel, 1-3%nonplastic fines. [SW-SP] ' 15 SS4 18/16 15-16.5 30-48-37 85 Gravelly Sand--Same as above. Bottom of boring Qa 16.5ft. 20 ' 25 t t 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: N-value Densit N-value Density ' <4 very loose <2 very soft SS - split spoon 5-10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF flight 31 -50 dense 8- 15 stiff auger 9 >50 very dense 15-30 very stiff RC- rock core s PROJECT NAME Trammell Crow SHEET 1 OF 1 PROJECT LOCATION Hyannis BORING NO. HB-2 BRIGGS <>.,N LOCATION See Plan ' ASSOCIATES, INC. PROJECT NUMBER 90406MA — SURFACE ELEV. 64.59 GROUNDWATER OBSERVATIONS CASING SAMPLER CORE DATE START 3/22/89 DATE TIME DEPTH TYPE Auoer SS 3/22/89 11am none SIZE I.D. 3 1/4" 1-3/8" DATE FINISH 3/22/89 HAMMER WT. - 140# BIT DRILLER F. Sviokla ' HAMMER FALL - 30" INSPECTORJ. Stangenberq D SAMPLE E ' P Sample PEN' SAMPLE DEPT� N Value SPT SAMPLE DESCRIPTION H type No. REC. (FROM-TO) BLOWS/6" or inches (feet) RQD ' SS4 18/14 - 3-7-4 11 Topsoil - Dark brown, coarse to fine sandy loam, 5-100% roots and organics, moist. [OS] 1 5 SS2 18/18 5-6.5 _ Gravelly Sand- Brown,coarse to fine, 30-40%coarse 101 y _ o ine roun gravel, 1-3% nonplastic fines, moist. ' [SW-SP] ' 10 SS3 18/16 10-11.5 14-28-52 8 0 Gravelly Sand- Light brown, medium to fine, 2-4% non- plastic fines, 5-10%fine round gravel, moist. [SP-SM] ' 15 SS4 18/16 - -2 94 Sand - Gray ,fine, 5-10%nonplastic fines, moist. \ [SP-SM] ' Bottom of boring @ 16.5ft. 20 ' 25 ' 30 Granular Soils Cohesive Soils SAMPLE TYPES REMARKS: N-value Density 9 N-value Density <4 very loose <2 very soft SS -split spoon 5- 10 loose 2-4 soft ST-shelby tube 11 -30 medium 4-8 medium stiff AF-au flight 31 -50 dense 8- 15 stiff auger 9 >50 very dense 15-30 very stiff RC- rock core F 89-02-13 10: 16 A M WILSON '' 90 NC 5084201856 P.22 TE LOG DATE 9 z� �J ,T LOGGED BY M.f .Tc JECT NO. 3 ON yYhAJU WSPECTOR ?P M 6'�_ WEATHER T.P.No. 2 T P.No.3 at.�Xs TP.No.r— GAD.EL. GRO.EL------ GRO.EL_ G.G.W.EL. .� G EL_ .�l/,�- G-W EL---� �—�- .W It s�s�.z ��'�5✓as.,� �rc.Y GQ�� Camve-L-Y 5 � ' Z �'/F�rr S��0 SivT ✓JT^ r.,r7-jAr e 0 3 8cAF5 3 jr S.�r• ' 4 . 5 6 :5,rr✓D . . 6 to kAc� $.4.✓A sA.)Z) g • d7T+►H Nv�d' (For Zbt Xcadom' see: I 1 51 �hadon TeM TIME TIME TIME .,Presoak Dts,v'r ii presoak �n ne at T or( } aft;or( } apsed Time 9'-5' �. H . } it'Win/inch Beds Percolation Envabon Effort of DOG Legend "rest E. � �s- P. No—Test Pit Nurr.ber L ocatbn M: Medlurn With: 25-35% GRO,EL—Ground 2evs6cn 7 Seasonal GA Max D: Difficult Sortie: 15-25% 77 Little: 5-tSq• .W. EL--•Groundwo2aer Elevation M Observed Oeabon Trace: 0-5X ............... . wr criv A . Syr AT b NC ' E9-02-13 10: 17 A f1 WIISON ASSOC INC 5084201856 P.24 TEST PIT • LOG ' PROJECT GATE ' ?o �S�• ,� LOGGED 8Y ,' � • .._ .i ;<r•�-i1 PROJECT N0.ON r-r.� INSPECTOR LOCATI , T��riV1 f r.4��•� WEATHER 4 CLIENT RE1A�S T.P.No.. 7 T.P.No._ �' TP.No. �- GRO.EL— GRO.EL�--�- GRO.EL_ G.W.EL—2-LA— • G.W.EL G.w EL 1 0 �a 7-0 `t' ' 2 3 G2rtcJ�w G P_.4✓�-�Y s.4,Uo 4inu: ' 4 t,,Tr�� si4y' 5 7 PM�nwr G^R��cr 9 e�M r•o�+ �/Tr+ G..�k�v� ' (For Teat b=t 0m see: t 1 �.�.•.�r d sA✓D So^"I coDtC+� 8e ^{ !fo 12 SGwF.ec oL`o•Z ' percolation Test TIME TIME TIME Start Presoak End Presoak Time at 12 or( ) Tune at Sr or( ) I Time at 6'or( ) Elapsed Tune 9--6" or( )-( ) Rate Min/kIch i g Percolation Excavation Effort Frercenta es ' Legend immamm Test E: Ems, And: 35-50% T.P. No.--Test Pit Number Location M: Medium with: — % GRO.EL—Ground Elevation Seasonal G.W Max. 0: Difficult de: '5—5% r G.W. EL.—Grounolwater Elation M Observed Smdon Trace: 0-5% ' -02-13 10: 18 A M WIl SON ASSOC INC 5084201856 P.25 ' 89 TEST PIT . LOG ROJECT DATE iv s a rROJECT NO. z o 25-o•o_ LOGGED BY M s0 J ' I OCATION �k�' '' M� INSPECTOR UTA ;UF-NT c'•AtA-)-t r 0 0 WEATHER ' No.i O T.P. REMARKST.P.No. T P.�• �� I GRO.EL GAD.EL GRO.EL. ' G.W.EL G.W[EL /!� G.W.EL kJ 14 0 ,-'/1-4— ' I 2 3 4 ' �/?1f cJGt c.'/ L�•rrl�•' 5 s-,cr ' 1 6 6A-)4.N'r-7.L 7 1.1TZW 8 5/4,- 6c�� g 5A•� SOME •�,e S�' 1 L6�E�10 � �YND j (For T"bcaboa$SOC 11 WM rd .4.4.jO ) �o s��.. �hX� as•,rrn.. .�o.d i3 0�r•� No.S 12 ' Petcotation Test TIME TIME TIME Start Presoak ' End Presoak Time at 12'or( j Timeat9"0r( ) ' Time at ti or( ) Elapsed Time 9"-6" ' or )—( ) Rate Mn/kxh Legend Ferco+atian Ex`mtion art Percentages ' I l'im II Test E: Easy And: 35-504/6 T.P. No.—Test Pit Number Location M: Medum Y1WAh: 25-35% GAO. EL—Ground Elevation Seasonal GA Max. 0: Ddcua Some: 15-25% ' I G.W EL—Groundwater E}evaton M Observed Elevation Lime: 5-15% Trace: 0-5% A . I . W I L v , ASSOC IATES . IN C . ' 89-e2-13 10: 1& A M WTI SON ASSOC INC 5084201856 P.26 TEST PIT , LOG ' DATEe b PROJECT ----�'' PROJECT NO• 2 .` a f6 LOGGED BY ���'�^� �'° E''� LOCATION ��''''�y�, = . •N A _ INSPECTOR CLIENT ! �P�`'"�E ��"`� WEATHER GDP Svc/. ' No. T.P.No. /?— AEMARKS T.P.No.� T.P. — GRD.EL GRID.Et-- GRD.EL G.W.EL '„4- G.W.EL. '� '4 G.W.EL �/ f4 0' Tb,- e G��e il�f 1 y�L L Sa..1) SdP�o�t. 3 ' 4 . 5 Gz j4u6L4-Y Co 4ItS6 1AA),,b ' 6 /}iJD LjI Gc3sc6 L 6Z11��yG 7 Gi rr�6= L.4YL�L 9 ' Co �R�E 10 Odln M MoLfir �4+f'Q S w ' -ri.H ./ucs• Sgtl�(For Tw tocati m see, 11 �q aloes 12 Percolation Test TIME TIME TIME Start Presoak 'y3 ' End Presoak /:Y 3 Tune at 1 Z'or Time ffi 9'or( ) Z. o ' Tune at 6'or( ) Elapsed Tune 9'-6" or( H ) Rate Mntlnch `/ intKoma � Legend Percolation E"`�i0n Ellon Percentages I�Dt�ttl, Test E: Easy And: 35-50°'0 T.P. No.—Test Pit Number Location M: Medium With: 25-35% GAD. EL.—Ground Elevation Seasonal G.W Max. D: Difficult Some: 15-25% ' r Uttle: 5-15% G.W. EL--Groundwater Elevation Observed Elevation Trace: 0-5`Yv A . M 0 N ASSOC A T F S . INC __ '89-0`-13 10:24 A M WII SON ASSOC II'(C 5©842b1tt�6 JA Haley 6 Aldtich, Inc, GROUNDWATER WELL NO. �'Iv1•-OW OBSERVATION WELL. REPORT FILE NO. 10060-40 —' PROJECT HYANNIS DRIVE IN BORING NO._R101 S LOCATION HYANN IS, MAS ACHUSETTS LOCATION SEE PLAN '.�� CLIENT A.H. WIMON ASSOCTAIMS CONTRACTOR GUILD DRILLINGCO. , INC. 7 CONTR CTO s INSTALLATION DATE 88 DRILLER PETER BROWN HSA REP JOHN BODE ,4.6Amc8kGC STICKUP ABOVE/ 0.0 in. SURVEY GROUND SURFACE OF C49k tS R DATUM ROADWAY BOX ELEVATION OR STICKUP ABOVEISELOW 0.0 ft. ' GROUND GROUND SURFACE OF RISER PIPE ELEVATION THICKNESS-OF SURFACE SEAL 1 .0 ft. Cement ' TYPE OF SURFACE SEAL Cement 1 .0 �iNOICATE ALL SEALS SHOWING DEPTH, THICKNESS AND TYPE ' J Borehole Cuttings La .4—TYPE OF CASING Roadway BOX S A N D j.0 INSIDE DIAMETER OF CASING 3.0 in. Bentonite L1 �_ Nft1DEPTH OF BOTTOM 1 .0 ft. 0 4.4 OF CASING C z z INSIDE DIAMETER OF RISER PIPE 2.0 in. 0 oreno e ' . ►= Fine SAND TYPE OF BACKFILL AROUND RISER 0 t.DIAMETER OF BOREHOLE 5.0 in. _J C N W ' N YY$YXRlPtl(IlOEPTH OF 80T70M OF RISER 25.0 ft. TYPE OF POINT OR MANUFACTURER PVC ° 0.010 in. 0,.LSCREEN GAUGE OR SIZE OF OPENINGS `ikkkjygLQyjcpEPTH DIAMETER OF WELLPOINT2'0 ' TYPE OF BACKFILL AROUND POINT Ftne Sand OF BOTTOM OF POINT 35.0 ft- m .0 37.0 1.,_Jy�Nk[)EPTH OF BOTTOM 37.0 ft. ' OF BOREHOLE [FIGURES REFER TO: EL. DEPTH X 1 .0 ft. 25.0 ft. 10.0 ft. _ 36.0 ft. E "� 8 LENGTH _ ASING (L3) LENGTH OF RISER PIPE (L,) LENGTH OF POINT (L, I PAY LENGTH ' - 25 A M WT' SON ASSOC INC 5084201856 _ P.37 89 02-13 10 .. .. . GROUNDWATER WE N BlOz-OW ,c�oA Haley d Aldrich, Inc. R 0 U N Q WAT ER WELL o. ' 1013SERVATION WELL REPORT FILE No. 10060-40 PROJECT HYANNIS DRIVE TN BORING No.�10z LOCATION HYANNIS, MASSACHUSETTS LOCATION SEE PLAN '• CLIENT A.M. WTT,5c1U ASSor.TIT S CONTRACTOR GUILD DRILLING CO. , INC. INSTALLATION DATE 7 MY 88 �. DRILLER ' PETER BROWN �- H&A REP JOHN BODE �..Q STICKUP ABOVEM== 1 .0 ft. SURVEY GROUND SURFACE OF Q $ $ DATUM ROADWAY BOX ELEVATION OR STICKUP ABOVE/BELOW 0.0 ft. GROUND GROUND SURFACE OF RISER PIPE ELEVATION ' Cement THICKNESS OF SURFACE SEAL 1.0 ft. TYPE OF SURFACE SEAL Cement 1 .0 I INDICATE ALL SEALS SHOWING DEPTH, THICKNESS AND TYPE Borehole Cuttings !s ` +TYPE OF CASING Roadway Box S A N D INSIDE DIAMETER OF CASING 3.0 in. y L, J-Q-jkU0jN/DEPTH OF BOTTOM 1 .0 ft. O 7.0 OF CASING to Bentonite z 8.0 a INSIDE DIAMETER OF RISER PIPE 2.0 in. ' borehole o TYPE OF BACKFILL AROUND RISER C u+ 1 nQ,a U Fine SAND .* DIAMETER OF BOREHOLE 5.0 in.-- J O to ' < j--21aM=10EPTH OF BOTTOM OF RISER 29•0 ft. LTYPE OF POINT OR MANUFACTURER PVC 00.us SCREEN GAUGE OR SIZE OF OPENINGS 0.0107. LZ o DIAMETER OF WELLPOINT 2.O in. _ TYPE OF BACKFILL AROUND POINT F1 ne Sand Eexy6ar "J DEPTH OF BOTTOM OF POINT 39.0 ft. ' •O 40.0 �OF80AEH 0EPTH OF BOTTOM 40.0 ft. a O LE 'o [FIGURES REFER TO: EL. DEPTH X ' m E 1 .0 29.0 ft. 10.0 ft. = 40.0 ft. '" o LENGTH OF IN .. � ' —.---- - •'89-02-13 10:25 A M WILSON ASSOC INC 5084201856 -_ P.37 Haley d Aldrich, Inc. GROUNDWATER WELL NO. 13102-aW 013SERVATION WELL REPORT FILE NO. 10060-4.0 PROJECT HYANNTS DRTVE_TN BORING NO. 10 LOCATION HYANNIS, MASSACHUSETTS �— LOCATION SE£ PLAN CLIENT A.H. WTT,soN e3!;nrTj= CONTRACTOR GUILD DRILLING CO. , INC _ ._ INSTALLATION DATE 7 JTJLY 88 ' DRILLER PETER BROWN TORN BODE H3A REP ' SURVEY -*-89X3=eX= STICKUP ABOVE 1 .0 ft. DATUM GROUND SURFACE OF QQxQg ROAOWAY BOX ' GROUND ELEVATION OR STICKUP ABOVFJSELOW 0.0 ft. ELEVATION GROUND SURFACE OF RISER PIPE ' Cement THICKNESS OF SURFACE SEAL 1.0 ft. TYPE OF SURFACE SEAL Cement 1 .0 CINOICATE ALL SEALS SHOWING ; DEPTH, THICKNESS AND TYPE Borehole Cuttings Ls ,1 w .*-TYPE OF CASING Roadway Box ' < SAND INSIDE DIAMETER OF CASING 3.0 in. y L' �•rf.if3tdCjRN/DEPTH OF BOTTOM •0 ft. 7.0 OF CASING �— ' Bentonite 0 8.0 ' y z INSIDE DIAMETER OF RISER PIPE 2.0 in. � oxe o e a TYPE OF 13ACXFILL AROUND RISER Cu+tt ngz_ v Fine SAND ...DIAMETER OF BOREHOLE 1.0` in__„� _J O ' N /DEPTH OF BOTTOM OF RISER 29.0 ft. -,.-LTYPE OF POINT OR MANUFACTURER PVC ' y SCREEN GAUGE OR SIZE OF OPENINGS 0.010 in. L 2 o DIAMETER OF WELLPOINT 2.0 in. 00 ' TYPE OF BACKFILL AROUND POINT Fine Sand �QWEPTH OF BOTTOM OF POINT 39.0 ft. •0 40.0 +$ictrJfd5MkQEPTH OF BOTTOM 40.0 ft. a OF BOREHOLE LL LL ' o FIGURES REFER TO: EL..DEPTH Z m N E - 1 .0 ft. n 29.o ft. * 10.0 ft. -.. __ t. ' 189-02-13 10:25 A M WI[ SON ASSOC INC 5084201856 P 30 GROUNDWATER WELL NO. B103-ON FTHaIA A AW(ICn, Inc. 10060--40 y OBSERVATION WELL. REPORT FILE NO. � PROJECT HYANNIS nRTVr TN BORING NO. R103• LOCATION HYANNIS, MASSACHUSMS LOCATON SEE PLAN CLIENT A.M. NTLSQu acc=ATrq CONTRACTOR _ GUII D DRILLING CO. , ING. INSTALLATION DATE 7 MY 88 PETER BROWN HBA REP i0m BODE 1 DRILLER �a Gxxac®ia r STICKUP ASOVEI 0.7 ft. SURVEY GROUND SURFACE OF Obadd)Oft DATUM ROADWAY SOX 0.0 ft. ELEVATION OR STICKUP ABOVE/BELOW ' GROUND GROUND SURFACE OF RISER PIPE ELEVATION THICKNESS OF SURFACE SEAL 1.0 ft. Cement TYPE OF SURFACE SEAL ��� 1 .0 1NOICATE ALL SEALS SHOWING [DEPTH, THICKNESS ANO TYPE Borehole L Cuttings a ,�TYPE OF CASING RoadNay Box S A N D ,iL?•p INSIDE DIAMETER OF CASING - 3.0 in. L� fftjy 0d1OEPTH OF BOTTOM 0.3 ft. _ o 8entanite OF CASING z INSIDE DIAMETER OF RISER PIPE 2.0 in. z Borehole ' TYPE OF BACKFILL AAOUNO RISER r 'ttl �m — a .4.01AMETER OF BOREHOLE 5.0 1n. •� v Fine SAND O N LIZZyntxIOEPTH OF BOTTOM OF RISER 29•0 ft. ' � TYPE OF POINT OR MANUFACTURER PVC ° • •+� LSCREEN.GAUGE OR SIZE OF OPENINGS 0.Q10 in 1 N0. t2 Z.0 in. ° ° TYPE OF BACKFiLL AROUND POINT Fine Ban ° DIAMETER OF wELLP0INT n ' jkjyA"0EPTH OF BOTTOM OF POINT 30.0 ft. 40.0 40.0 OF BOTTOM40.0 ft• L._ikRyAdMk0EPTH ' m OF BOREHOLE ,P X � FIGURES REFER TO: EL. DEPTH L o 1 r m 10.0 ft. 40.0 `t' E 1 .0 t. 20.0 ft ` LZ LEN TH ASING IL,1 LENGTH OF RISER PIPE (L, 1 LENGTH .OF POINT (L� I PAY LENGTH ' J7 — '189-0-2-13 10 c'6 A M WILSON ASSOC INC Sl+d4GbtoDb GROUNDWATER WELL NO. 0W Ai;OA Haley 6 Aldrich, Inc. OBSERVATION WELL REPORT FILE NO. 10060-40 ' PROJECT HYANNIS DRIVE IN __ BORIN(3 NO. A104' _ .� LOCATION HYANNIS, MASSACHUS=S LOCATION SEE PLAN ' CLIENT A.M. WT 9QH A""^^T a r+rc CONTRACTOR GUILD DRILLING CO. , INC. INSTALLATION OATE 8 JuI,Y 88 DETER BROWN H&A REP JOHN BODE DRILLER {,Et ®XX= STICKUP ABOVEI 0.7 ft. t SURVEY GROUND SURFACE OF (3m8MR)d3ft DATUM - ROAOWAY BOX 0.0 ft ELEVATION OR STICKUP ABOVEI BELOW GROUND GROUND SURFACE OF RISER PIPE ELEVATION THICKNESS OF SURFACE SEAL - ft. ' Cement Cement TYPE OF SURFACE SEAL • 1 INDICATE ALL SEALS SHOWN .0 G� [DEPTH, THICKNESS AND TYPE ' Borehole Cuttings t3 ' ,�TYPE OF CASING Road Box • W INSIDE DIAMETER OF CASING a SAND �•0 in. 7.0 c L, �ft MIDEPTH OF BOTTOM 2.3 ft. Bentonite OF CASING O 0 z z INSIDE DIAMETER OF RISER PIPE 2.0 in. oreno e ' . O TYPE OF BACKFILL AROUND RISER S.jit+jnjrs_ Fine SAND 0 zo tDIAME7ER OF BOREHOLE 1 � U J_ O N N LLtjyjMrxjDEPTH OF BOTTOM OF RISER 29•0 ft. ' PVC _,_tTYPE OF POINT OR MANUFACTURER 0 0.010 in. SCREEN GAUGE OR SIZE OF OPENINGS ' Leo 2.0in. ° DIAMETER OF WELLPOINT ° TYPE OF BACKFILL AROUND POINTS- — ' L40-O ��(Q�jf�OEPTH OF BOTTOM OF POINT Oft. ft 40.0 EPTH OF BOTTOM 40.0 • L' w OF BOREHOLE " [FIGURES REFER TO: EL.,:—DEPTH X s. o Q e, 42.3 ft. La 29.0 ft. ` 10.0 ft. E 2'3 ft PAY LENGTH I �� o LENGTH CASING ILA) LENGTH OF RISER PIPE (L , ) LENGTH OF POINT lL7) '69-02-13 10:26 A M WTISON ASSOC INC 5084201856 P.40 1 GROUNDWATER WELL No. B105-OW Hatay � Aidrlch, Inc. �3't OBSERVATION WELL REPORT FILE NO. 10060-4o "OJEGT. HYANNIS DUVE IN BORING NO. B105 LOCATION HYANNIS, MASSACHUSETTS LOCATION SEE PLAN CLIENT A.H. HIL.SON ASSOf'TATFS 1 CONTRACTOR GUILD DRILLING CO. ,C0 INC. _ INSTALLATION PATE Y 88 ` DRILLER PETER BROWN HSA REP _JOHN BODE 1 +a >Iax�c STICKUP ASOVElMCU= 0.7 ft. 1.� SURVEY GROUNO SURFACE OF Q®rX3ft DATUM ROADWAY BOX ELEVATION OR STICKUP ABOVE/BELOW 0.0 ft. GROUND GROUND SURFACE OF RISER PIPE 1 ELEVATION Cement THICKNESS OF SURFACE SEAL 1.0 ft. TYPE OF SURFACE SEAL Cement 1. INDICAT A A SHOWING . 1 .0 � E ALL SEALS DEPTH, THICKNESS AND TYPE Borehole 1 - Cuttings L a 1 '' TYPE OF CASING N Roadxa -Box -- < SAND INSIDE OIAMETER OF CASING 3.0 in. 1 y L, j..4—jkjk#Rft/0EPTH OF BOTTOM 1.3 f, „ O 8.0 OF CASING 0 Bentonite z 9.0 INSIDE DIAMETER OF RISER PIPE 2.0 in. o borehole ti � TYPE OF BACKFILL AROUND RISER ru - ^S.g c 01AMETER OF BOREHOLE 5.0 in. r0 Fine SAND N 30.0 ft. QYQYJM=IOEPTH OF BOTTOM OF RISER TYPE OF POINT OR MANUFACTURER PVC o 01L SCREEN GAUGE OR SIZE OF OPENINGS 0.010 in. �. L2 a DIAMETER OF WELLPOINT 2.0 in. TYPE OF,BACKFILL AROUND POINT Fine Sand _ fc ay_A jiQyk0EPTH OF BOTTOM OF POINT 40.0 ft- cc 40.0 40.0 ±Jjd- JIkOEPTH OF BOTTOM 40.0 ft. c OF BOREHOLE - o �FIGURE3 REFER M. EL.—DEPTH x F 1 � e E 2.0 ft. 30.0 ft. 10.0 ft. = 42.0 ft. ^� LL LENGTH O1= ING (L3) LENGTH OF RISER PIPE (L, ) LENGTH OF POINT (LZ ) PAY LENGTH _ 89-02-13 le: 19 A N WIISON ASSOC INC 5084201856 P.29 1 l GUILO ORILLING CO., INC. WET�Of` 100 WATER STREET EAST AROVIOENCE, R I. H a B•IC( Maley & Aldrich, Inc. Cambridge, Mersa. a'E N SS .. To '— Monitor wells @ lyanough +AOORE Hyannia , Mass. u QsTa'`T PROJECT NAME LOCATION ofRSLT / REPORT 3ENY TO aboue / Road pROJ.No. 54066 �� r SA�APLES SEhTTO Taken At Site. ICUR J013No. 89-72 SURF.i F. E 0_ art Time G 1'- * HATER oaSERVATICNS CASING SAMPUR CORE Sm. c _ , ahe Hours H/S/A S/S START Al a Type COMPLETE 7/ 11/8 Slzei 0. 1-3/S" TOTAL M". P' BrQG�— RING FCFW.M" 1 L rtl�At otter,—Hours i+Cr-,mer vVf �V SIT INSFf=OR Hammer FOIL SOU 04M. I t_OCATION OF BORING• Cos,nq Sompte T•,oe Stows per 5" MooSture Strata SOIL IpENT1FICATION SAMPLE ►_. + on Sompler Oensiry Remarks include colo►,aroddtidn,Type of a >91o•s cep ns of Change Soil etc. Roca-Wor,type,eondittonyhard- » W per from- To ampe P'on' T or Hess Drilling turn,searr+s and etc. Na Pen e I ° foot 0.6 6.12 t2•!e Consist E:lev g 01-2' D 3 18 6 Fine SAND, trace of coarse 1 G" lE Gravel •� 51- D 6 10 21 Fine to medium SAND 2 4"i t 1 ' 29 D 7 10 14 Fine SAND, little medium I=F;�_ 12 ' � I • Fine to medium SAND 1 � l . D 5 Fine SAND 5 9 i 25 -27 D 9 10 11 Fine SM 6 4" l IS 1 ' 301- ' Fine SAND I " ' Fine to medium SAND, little 8 4" 35 -37 D 7 13 4 37' Gravel '�.. I - Bottom of Boring 37' 101-Screen 3S' a Installed (2" Sch. 40 FVC) -R ad BoxMonitor We1I @ 35' 2-lbs. Bentonite Pe lets •. j°e G;;ouND SURFACE TO USED HSA "CASING: THEN S S to SUVMAII Somcie Type Pr000rnons Usea I401bwLt30'fa11on2' OO. Samoler, r- ; 0 Cry C-Eared ��r�ps^�u rroce 0to10% Cc^es'onress Oensov Cohesive Consmwcy Rock CEolot �'m UP .l,np,tiruroea F' , erne 10to20°/u 0 10 loose I 0-4 Soft 30 Hord Sam- es 9 p �Jor 10-30 Me0.0ense 4 H N/Sluff - - ' 10 0 A M WTI SON ASSOC INC 508420185E P.30 89-�12-13 c J � GUILD f OPILLiNG CO., INC. SWEET 1 0 _ too WATER STREET EAST PROVIDENCE. R I. OATS Haley & Aldrich. Inc. I AOORESS Cambridge, Mass. ti0t.t;No. B-102 TO — Monitor Wells @ Ivanough LOCATION Hyannis , Mass. UNf; b STA. PR0.IEGT NAME - apvta / Road 540 6 OFfSdT b T REPORT SENT TO PROJ.NO. .6 !,r SAMPLES SENY TO Taken -Ai* Site �OUR 468 NO. 89-72 SURF-ELEV. Dote Tirme ' + GRCUU0 WATER 08SERVATCNS CASING SAW'>tER CORE SAR. •j 88 • 31'6" K/S/A S/S START 7/8/88 Af 0(ter,,Hc,,,, TYOe COIi paTt �L �� 5-1ei 0. 1-3/$" TOTAL FRS.acwtWO y�}� P. BrOW7 At �cnmer Wt �� BIT {IWz;lXTOR Jon ofrer�_roun. i Homi—ef Fcll 301" EWA. ' LOCAT.CN OF BCRING \ _ Casing Sample r,,:e eto..s;er6 Noqfure Straw SOIL IDENTIFICATION SAMP_: >^ slows Oeoms of on Somoter. Oens+ty Remarks include caior,grodot�on,Type Of a. Ohonge t oil etc. Fvaek•Color,type,condihon,hard ' c per From- To a-+ae Fr m �I T22.•IB. Consist. E1 v ness.OiItinq time, seams an4 etc. Na Pen foot 0 r. 6I 2 0'-2' D 3 11 19 Fine SAND, trace of Gravel 1 24": 11 I 4'-4 10" D 44 L0014 Fine SAND, Cobbles -2- 91-111 470 Medium SAND 3 24" 35 I i 4 - 6 D 1 20 A 16 18 Medium SAND 23 it ,- D Fine SAND i I I Fine SAND 6 2E' 25 I i _ I Fine SAND 23 � I 1 341- ' Fine (loose) SAND 8 24'I 40' (Auger to 40') I 10 -Scree 30' &isar l-Road Bo /2- bs . Bent nite Bottom of Boring 40' I - e 11-e Es Installed (2" Sch. 40 PVC) 1-77 Monitor Well @ 38' ! GPOuhJ SURFACE TO USED HSA CASING; TNEN Installed Well Sorrcie Tyoe Pr000rt,ons Used 140I0Wt,%30"faltcn2 00. Somoler SUMM=a� O:;ry C-Coeds• +,�-d Croce 0+0+0% Coneswmess Oens+ty ` Cunevve Consistency q�''`�, C i,n1e 1010200/0 0-10 loose I 0 4 Soft JO+Nord e7 9 T �"� i0-10 Med.Cense �•A M/Stiff Sc ___ N WILSON ASSOC INC 5084201e!6 P.31 smE£T-1--4s �— GUILp 3PIL.LING CCJ., INC. 0ATE too WATER STREET EAST Pa0`/IDENCE. HOLE No. Cambridge Hasa• B-103 e, aooREsg ass• UNE S STA. h In an M dric H OFFSET A 1 Of SE Haley & Wa is � Z anou h ICOCATION 066 ' TO Monitor 1 l PROJECT NAME ab ad iPR0J.NO- 89-72 $�Afr.EL CV. R-PORT SENT TO S aVR JOEi N0. er* Time 1 a _ SWPLEs SENT TO R CORE BAR. STAAT7/7 88 ��a CJ��Np HATER OBSERVATIONS CASING COMPt.ETE jf 7/8� ,D Hours NISI �� TOTAL. SRS. AS 31_J- after - YYoe 1-3' /8" — goAtNG FOREMAN F- BraG'tf`_ . '. � L_ � s,�e, a — — gip# atT INSPECTOR carer,—noun �Ic.^mer �vt SOILS "A. At _--r- Harr.rner Fall '. LOCATION OF BCR!'�0 $Olt ►OEvTIFtCATION SAMPLE 'Moisture Remarks inCtude calar,grodation,Type of •- S mots TYoe Blows per 6" 5trota t e condihon'hard- Casi�9 ° of on Sampler Density Charge Sail etc. RocX-CW, yp ' Na Pen n r. ►�- Blows Oeprne T or onhinq hrtte sean+s and etc. ' From Hess r W per from- To Q-5 6-I2l L .Z-!B con rlt. 1ev 1 24' 18'' feat - 14 Fine SAND _ 01 -21 ,. D 5 9 2 Fine .SANDS trace of Gravel . 2 24r0 Q I 2 I Fine medium SAND, trace of 3 411 I IQ medi= Gravel I 1 1 D 14 28 0 Fine SAM 1 .1 36 i F ine SAND 2 -26 D 10 0 2 Fine medium SAND 28 I I i • I ' ^ 29 -31 D 5 12 22 Fine medium SAND 7 1 ' I t t 6, D 2 22 40' FineAND S Au eyed to 40' a 24'1' Bottom of Boring 40' ' Installed S20' Sch� 40 PVC) 1-Road Bo 2- a Monitor We1ll @ 38 A 10'-Screen/30'-Riser ' nets e e GFOu•�0 SURFACE TO USED CASIrvG: THEN SU'A`AA� I40io Wf.9 30 tau on 2. 00. Smoter Sorngle Tyoe �r000rrtons U sedCones,oniess Oens"y Cohesive Consrse,n•cy p;pryC-�ored rlace 0 fQ'O°/a O + HardERocrcrxn CBocfn�nQ 9a - 0•10 LaaSe 0.4 Soft _ P.32 _1E39-02-13 10:21 A M WT5oN ASSOC INC 5084201856 smEET., ' o DRILLING G .„ DATE G U 11- GO.„ INC-CEAST pROVIOENCE. R I. HOILE No. 100 WATER STREf1 ' ooREss Catnbrid a MDe• LII� a 57s. TO Kale & Aldrich Inc-Inc vI annis trlaaa Walls @ Z ano�s h LOCATION pfFStT �— . pAQJEGT MµE Monitor. PROD.N0. St11 ELEv. ti o e 8 -----�'" 89-72 SPORT SENT TO OUR,JM M0. p_i'- Time SAMPLES 3ENTT0 CORE SM. 7/8/88 _ c�0ufyp WATER OASERVAr�s CASING SAMti START ETIE7 8 88 H/S/A S/S COµpm- 3- 11611 Ho'r' Type #1 TOTAL HAS- p• $rd�� 1.-3/8 Size 10. 00oING FOaVAAN�q00 SIT INSPECTCA after_--Hours Hammer WI ------ - —3�„ Soo EKA ' At 1—r Maker Fan LOCATION OF BORING SOIL OSTIFICATIOtd s°""' Moister* f3*mar►s include color,4rodattan,TYP*at Sar»01* Typo Blows per 6" Strata t Cg,�ifian,hard- t _ Cas" of an Samplet Density ChonQC soil etc. Rock-��• yP No Pe Bta-s Oeott+s T or ness.Dort"tun*,sins and*1C. From Ieti Per From- To_ �r`P'e 0-6 6.12 ' 12•If3 Cons, foot Brown fine to medium SAND, 0'-2' D 7 11 ^8 little medium GrALV41 Rust fine SAND 31 9'_ 3 D 10 3 • '� Medium SAND, trace of 14 -16 D 13 2 5 � ' 44 � " 26 ' Fine to ated iuxa SAND in li4 15 1 3 28 Fine to medium SAND ' 56 40' Au eyed Co 40' Bottom of Boring 407 7— 30'-Riser 0'- cre z>aytalled (2" 3ch- 40 7.7 e ets Monitor We1I 38' a W ' In GROUND SUP ACE TO 4 USED n "CASING: THEN Pr000rnons U"d 1401p WI..30"fait on 2"0 0. Samoltr Eorm G; Gor+as,onless 0ens,ty Cohesive Conustsncy ; Mora Rock Cc! Sorrw�e T wed W-/+esn-a I- (race OtotO°lo (I-in Loese 1 0-4 Soft.. 30 c,,,,,.. —, _ M WII .-ON ASSOC INC 5084201856 P.33 89 0� 13 10�22 A , SHEET 1 — GUIL 0 OPIL.�. ING Co., INC. Of t00 WATER STREET EAST PROVIDENCE, it. I. HOLE NO B_105 Inc. Cambridge, Mass. TO Hale & Aldrich (ADDRESS LINE S STA. _ Monitor wells @ Z anou h f LOCATION K enni Mass• OF�r paojCCT NALME abo / Road PROD-NO. REPORT SENT To SAW US SENT TO a Site, OUIi,?OANO. ►e In►e �q0 y/ATER OBSERVATIONS CASING SAMPLE A START 7/8 88 1... 33' after ��Hours T A/S/A S�S COIAa ETA 7 8 88 At_ rrx TOTAL NRS. �-_ L_ �7ad'`C Sizes 0. SoRING FOREMAN P. Br6Cif-"- ,• �4 Hcmmer BIT wSpeCTOR At of1K_---Hours Wt _ _ 30" SOILS ENOR. Hammer Foil 1 LOCATION OF BORING Moisture SlratO SOIL IDENTIFICATION M Casing Samote Type Stows per r Remarks include cabr,gradation,Type of Blows the of on Sumpter Density candition hard From Depths y Chorroe sod etc. Rop+-tdor,tyoe, � or i ntss.Oriltinq time,Seems and Ott. No Pen f o foot From- ar ro_ ^a 0 6 6.12? t2-18 Consist. t_ t D 20 20 119 Fine to medium SANDS trace of Gravel I00 '► Medium fine SAND, (coarse 5111 Gravel, noted in tip of spoon) D 13 2 41 Fine to medium SAND 3 24 I i 59 i -t Fine SAND 4 24'+ D 18 2I 30 i 31 r 20'-22' D Fine _ Fine SAND 6 24 ' 3 32 22 32 Fine SAND 2 ' D 12 . — 0'- 1 0 30 Medium to coarse SAND 8 2 . ' 7' D 40'JLBottam" (Augered to 40') creep se f Boring 40' Ll 2-lba . en on a ets (2" 5 $�. 40 PVC) ' -Road $ox as GROVNO SURFACE TO USED n "CASING: Tr1EN SUM Ma: Sornote TYoc Pr000rhons Used 1401b Wt.1 30"fort on 2••0 0. Sampler Em►h 60rrq Cyrosbnla3s Oen'vty Cones1vt Conastency 0'Orr C=Carth_.W=No.^'o I trocc 0 t010% I ( Roci Conn _ ,,.v, 0-10 Loose 1 O a Soft 30 Hera _ 4 SECTION 02100 SITE PREPARATION Clearing and Grubbing Erosion Control Part 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials,equipment and incidentals required to perform the site preparation. B. The work shall include, but not be limited to, the following: clearing, grubbing,cutting and disposing of vegetation, trees and debris from within the project area (including the stripping of topsoil). C. Furnish and set all lines and grades required for construction operations and be solely responsible for the accuracy of lines and grades features of the work. D. Site clearing, grubbing and erosion control methods shall comply with the Town of Barnstable. E. No benchmarks or monuments shall be disturbed. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Earthwork is specified in Section 02200. B. Site Grading is specified in Section 02210. Part 2 PRODUCTS None this Section. Part 3 EXECUTION 3.01 GENERAL A. The Contractor shall be solely responsible for locating all underground utilities prior to the commencement of work. Locations of existing utilities on the site plan are not warranted to show all existing utilites under or above ground. Existing utilities indicated on the site plan are shown only for the convenience of the owner's representatives. It shall be expressly understood that the owner will not in any way be held responsible for conclusions or interpretations drawn therefrom by the Contractor. The Contractor shall therefore be held solely liable for any damage that occurs on or off site in this respect. Site Preparation Clearing and Grubbing Erosion Control 02100-1 i 3.02 PROTECTION OF EXISTING TREES AND VEGETATION A. Protect existing trees, groups of trees, and other vegetation designated by the Engineer or shown on the drawings to remain in place against unnec- essary cutting,breaking,or skinning of roots,skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. B. Repair or replace trees and vegetation damaged by construction opera- tions, in a manner acceptable to the Engineer. Repair tree damage by a qualified tree surgeon. Replace trees which cannot be repaired and restored to full-growth status as determined by the tree surgeon. 3.03 SITE CLEARING A. General: 1. Prior to starting site clearing operations,stake out all limits of all areas to be cleared and grubbed, and limits of cut and fill at edges of these areas, if limits do not coincide. 2. Promptly, upon completion of layout work and before any clearing is done, the Contractor shall arrange a conference on the site with the Owner's Representative to verify clearing limits. Do no clearing without a clear understanding of existing conditions to be preserved. Adjustments to clearing lines shall be made at this time to save trees or other items on the edges of clearing lines. If necessary,minor grading adjustments shall be made to save these trees. 3. Remove shrubs, grass, weeds and other vegetation, improvements or obstructions that interfere with the installation of new construction. Also remove such items elsewhere on the site or premises as specifically indicated by the Engineer. Removal includes new and old stumps and their roots and any existing above-ground improvements. 4. All tree stumps and roots within the limits of work shall be removed as directed by the Engineer. In areas where the finished grade will be six (6) feet or more above the original ground surface stumps may be left in place provided the stumps are cut off to within six (6) inches of the ground. 5. All tree stumps roots and other unsuitable material/soil shall be removed to at least 10' beyond of the proposed building foundation areas. 6. Conduct clearing operations to prevent falling trees from damaging standing trees or adjacent structures. 7. Topsoil is defined as friable clay loam surface soil reasonably free of subsoil, clay, lumps, stones, objectionable material, and other objects over two (2) inches in diameter. Site Preparation Clearing and Grubbing Erosion Control 02100-2 C 8. Normal depth of topsoil is defined as the depth at which clay, stones, sand,gravel objects over two (2) inches in diameter and objectionable material are encountered. B. Stripping: 1. Prior to beginning earthwork excavation within the project site, strip all topsoil to its normal depth. 2. Strip topsoil to whatever depths encountered, and in such manner so as to prevent intermingling with the underlaying subsoil or other objectionable materials. 3. Where trees are indicated to be left standing, stop topsoil stripping a sufficient distance from these trees to prevent damage to the main root system. 4. Stockpile topsoil as shown on the plans so it will not interfere with construction operations or where otherwise directed. Construct stor- age piles to freely drain surface water. Cover storage piles if required to prevent windblown dust. 5. Any stockpile soil shall be prevented from eroding into wetland resource area and/or buffer zones by the use of staked hay bales. Throughout construction the hay bales shall be maintained in a func- tioning condition and shall not be removed until all disturbed areas have been adequately vegetated. 6. If the stockpiled soil is to remain for a duration longer than 30 days, the stockpile shall be seeded. This may be accomplished by use of an approved spraying machine. 7. Dispose of excess topsoil and waste material as herein specified. 3.04 CLEARING AND GRUBBING A. Clear the project site (as directed by the Engineer) of shrubs and other vegetation except for those indicated to be left standing. B. Completely remove stumps, roots, organic materials and other debris in all excavation, embankment, and slope areas in which earthwork and grading operations will occur, except as presented in paragraph 3.03, Site Clearing. C. Fill depressions caused by clearing and grubbing operations with suitable backfill material unless further excavation or earthwork is indicated. Sitp Preparation Clearing and Grubbing Erosion Control 02100-3 3.01 DISPOSAL OF MATERIALS A. All roots, stumps, brush,foliage,vegetation, and other materials and work from clearing and grubbing operations shall become the property of the Contractor and shall be removed by him from the project site. All materials removed from the project site shall be legally disposed of by the Contractor. No on-site disposal will be permitted. B. Burning of combustible cleared and grubbed materials and debris will not be permitted on the Owner's property. 3.06 DUST AND EROSION CONTROL A. The Contractor shall take all necessary measures and provide equipment and/or materials to minimize dust from rising and blowing across the site and also to control surface water throughout the operation so that it does not run onto paved ways without being filtered. In addition,the Contractor shall control all dust created by construction operations and movement of construction vehicles, both on the site and on paved ways. Provide addi- tional crushed stone where necessary to provide traps or filters for runoff water carrying sediment. Provide temporary swales and interceptor ditches to control surface runoff water where necessary. B. For all work and dust control done within Town right-of-way, in addition to watering, sweeping and other methods, the Contractor shall apply cal- cium chloride in the required amounts to properly control dust. These amounts shall be approved by the Town Engineer prior to application. END OF SECTION Site Preparation Clearing and Grubbing Erosion Control 02100-4 SECTION 02200 EARTHWORK Part 1 GENERAL 1.01 SCOPE OF WORK A. Perform the following items required to complete the work of this SECTION 02200, as shown on the Drawings and specified herein: 1. Furnish all labor, materials, equipment and transportation required to complete Excavation and Backfill work indicated on the drawings and as specified under this Section. 2. Without limiting the generality thereof, excavation and backfill shall include excavating and backfilling for demolition, construction of roadways, walks, retaining walls, lawri and all other areas to receive proposed surface finishes, fencing, utilities and all foundation foot- ings. Excavation shall also include unclassified material, such as bituminous pavements, cobblestones, concrete, metal or wood posts, bollards, signs, footings and miscellaneous debris of every nature throughout the site. 3. Provide from off-site locations or from suitable on-site excavation all graded fill materials necessary to fulfull the requirements under this Section. 4. The excavation for test pits to locate existing utilities. 5. Furnish all labor,materials,equipment and transportation to remove and dispose of all unsuitable or surplus materials encountered in the construction. 6. Perform all compaction of fill materials as hereinafter specified. 7. Establish and properly prepare subgrades for all proposed work and surface finishes. 8. Furnish all labor, materials, equipment and transportation required to complete the loam borrow work as specified under that item. 9. Perform all operations and provide such equipment as necessary to maintain excavated areas free from water from any source. 10. Furnish,install,and maintain for duration of danger period,sheeting, shoring and bracing, if necessary, to protect excavations against cave-in and to protect existing adjacent structures against damage due to the earthwork performed under this Contract. 11. Obtain all required permits, licenses, and approvals of appropriate municipal and utility authorities, prior to commencing the work of this Section, and pay all costs incurred therefrom. Earthwork 02200-1 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Site Preparation is specified in Section 02100. B. Site Grading is specified in Section 02210. 1.03 REFERENCED STANDARDS A. American Society for Testing and Materials (ASTM): D1557 Moisture-Density Relations of Soil and Soil Aggregate Mixtures Using 10-1b. (4.54-kg) Rammer and 18-inch (457-mm) Drop. B. Commonwealth of Massachusetts Department of Public Works (MDPW): Specifications: Standard Specifications for Highways and Bridges 1.04 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and are completely familiar with the specified requirements and methods needed for proper performance of the work in this Section. B. Use equipment in size, capacity, and number to accomplish the work of this Section in a timely manner. C. In addition to complying with requirements of governmental agencies having jurisdiction, comply with the directions of the Engineer. D. The Contractor shall be responsible for notifying the Owner forty-eight (48) hours in advance of construction in order to have the Owner's inspector on-site. 1.05 QUALITY CONTROL A. The Owner will retain a Geotechnical Consultant to perform on-site observation and testing during the following phases of the construction operations. The services of the Geotechnical Consultant may include,but not be limited to the following: 1. Observation during excavation of building areas, parking areas, and controlled fill areas. 2. Observation during placement and compaction of fills within the building area, parking areas, and other controlled fill areas as appro- priate. 3. Laboratory testing and analysis of fill and bedding materials specified, as required. Earthwork 02200-2 ' 4. Observation of construction and performance of water content, gra- dation,and compaction tests at a frequency and at locations determined by the Geotechnical Consultant. The results of these tests will be ' submitted to the Engineer, copy to the Contractor, on a timely basis so that the Contractor can take such action as is required to remedy indicated deficiencies. During the course of construction, the Geo- technical Consultant will advise the Engineer in writing with copy to Contractor if, at any time, in his opinion,the work is not in substantial conformity with the Contract Documents. ' B. The Geotechnical Consultant's presence does not include supervision or direction of the actual work by the Contractor, his employees or agents. Neither the presence of the Geotechnical Consultant,nor any observations and testing performed by him,nor any notice of failure to give notice shall ' excuse the Contractor from defects discovered in his work. C. The Owner reserves the right to modify or waive Geotechnical Consultant services. 1.06 SAMPLES AND TESTING ' A. All fill materials and their placement shall be subject to quality control testing. A qualified laboratory will be selected and paid by the Owner to perform tests on materials. Test results and laboratory recommendations ' will be available to the Contractor. B. Provide samples of each fill material from the proposed source of supply. Allow sufficient time for testing and evaluation of results before material ' is needed. Submit samples from alternate sources if required. C. The Engineer will be the sole and final judge of the suitability of all materials. ' D. The laboratory will determine maximum dry density and optimum watercontent in accordance with ASTM D 1557, Method D, and the in- place density in accordance with ASTM D 1556. E. Tests of the material as delivered may be made from time to time. Materials in question may not be used, pending test results. Tests of compacted materials will be made regularly. Rejected materials shall be ' removed from the site. F. Cooperate with laboratory in obtaining field samples of in-place materials after compaction. Furnish incidental field labor in connection with these ' tests. G. When initial tests indicate non-compliance with the specification, subse- quent retesting occasioned by the non-compliance shall be performed by the same testing agency, and the costs thereof will be deducted by the Owner from the Contract Sum. Earthwork ' 02200-3 ' 1.07 DISTURBANCE OF EXCAVATED AND FILLED AREAS DURING CONSTRUCTION A. The Contractor shall take the necessary steps to avoid disturbance of ' subgrade and underlying natural soils/compacted fill during excavation and filling operations. Methods of excavation and filling operations shall be revised as necessary to avoid disturbance of subgrade and underlying ' soils/fill, including restricting the use of certain types of construction equipment and their movement over sensitive or unstable materials, dewatering, and other acceptable control measures. Disturbance shall be ' construced to include deteriorating of fill(after placement and satisfactory compaction)due to the Contractor's operations,such as moving equipment, hauling trucks, etc. The Contractor shall cooperate with the Engineer or Geotechnical Consultant to modify his operations as necessary to minimize ' disturbance and protest bearing soils, based on the Engineer's or Geo- technical Consultant's recommendations. B. All excavated or filled areas disturbed during construction, all loose or ' saturated soil,and other areas that will not meet compaction requirements as specified herein shall be removed and replaced with compacted Gravel Fill or Crushed Stone. Fill that cannot be compacted within 48 hours ' because of its saturated condition shall be removed and replaced with compacted Gravel Fill or Crushed Stone. Costs of removal of disturbed material and recompaction with Gravel Fill or Crushed Stone shall be borne ' by the Contractor. 1.08 COORDINATION ' A. Prior to start of earthwork the Contractor shall arrange an on-site meeting with the Engineer and Geotechnical Consultant for the purpose of esta- blishing the Contractor's schedule of operations and scheduling inspection procedures and requirements. B. As construction proceeds,the Contractor shall be responsible for notifying the Engineer prior to start of earthwork operations requiring inspection ' and/or testing. C. The Contractor shall be responsible for obtaining test samples of soil materials proposed to be used and transporting them to the site sufficiently ' in advance of time planned for use of these materials for testing of materials to be completed. Use of these proposed materials by the Contractor prior to testing and approval of rejection, shall be at the Contractor's risk. ' Part 2 PRODUCTS 2.01 COMMON FILL ' A. Unless further specified, common and embankment fill material used on the project shall meet the following general criteria: 1 ' Earthwork 02200-4 1 1 ' 1. Materials shall be free from organic matter, weak or compressible materials, frozen materials, deleterious substances, and rocks or lumps over eight(8)inches in greatest dimension,with not more than 15% of these rocks or lumps larger than one and one-half (1-1/2) inches in their greatest dimension. The fill material shall be well graded within the following limits. ' Sieve Size Percent Passing 8-inch 100 ' No. 4 30-90 No. 40 5-60 No. 200 0-20 ' B. Common fill shall be used, compacted as specified, for general radin as backfill in areas outside the building limts and where otherwise indi- cated on the drawings and specificaitons. C. Common fill may be used in lieu of structural fill or gravel base provided that the material conforms to the gradation requirements specified for ' each. D. Fill material is subject to the approval of the Engineer,and is that material removed from on-site excavations or imported from off-site borrow areas, predominantly granular, non-expansive soils free from roots and other deleterious matter. E. Fill material shall have no stones larger than six (6) inches maximum ' dimension when used in the upper two (2) feet of fill or embankment. F. Fill material shall be free of stones larger than two (2) inches maximum dimension when used in trenches or when backfilling within two (2) feet ' of a structure. G. Fill material shall be of such nature and character that it can be compacted to the specified densities in a reasonable length of time. 2.02 STRUCTURAL FILL ' A. Structural fill shall be free from ice and snow,roots,sod,rubbish and other deleterious or organic matter. Structural fill shall conform to the following gradation requirements: ' Earthwork 02200-5 t ' Percent Finer Sievez By Weight ' 6-inch 100 No. 4 30-95 No. 40 10-70 ' No. 200 0-15 B. Structural fill may be used under structural slabs, foundations, footings, ' walls and in other soil bearing situations, and where otherwise indicated on the Drawings and Specifications. As discussed previously, it may be possible to use the on-site materials as structural fill within the excavations if it conforms to the gradation requirement given above. Significant drying or mixing operations may be required if these soils are to be used. 2.03 GRAVEL ' A. Gravel for use as base material under pavement and as select backfill material in pipe trenches over pipe bedding material, shall consist of inert ' material that is hard, durable stone and coarse sand, free from loam and clay, surface coatings, and deleterious materials. B. Gradation requirements for gravel shall be determined by AASHO-T1I ' and T27 and shall conform to the following: Percent Passing ' Sieve SizeMaximum Minimum 4-inch -- 100 1-inch 100 60 ' No. 4 85 25 No. 20 60 10 No. 50 35 4 ' No. 200 5 -- 2.04 CRUSHED STONE ' A. Crushed stone shall consist of durable crushed rock or durable crushed gravel stone washed and screened as required,free from ice and snow,sand, clay, loam, or other deleterious or organic material. The crushed stone ' shall be uniformly blended and shall conform to the Standard Material Specification M2.01.1 to 2.01.6. ' Earthwork 02200-6 ' Percent Passing By Weight Sieve Size 3/4 inch Stone 1/2 inch Stone ' 1-inch 100 --- 3/4 inch 90-100 5/8 inch --- 100 1/2inch 10-50 85-100 ' 3/8inch 0-20 15-45 No. 4 0-5 0-15 No. 8 --- 0-5 ' Crushed stone may be used where specified as bedding under pipelines or as a working mat. 2.05 SAND BORROW A. Sand for use as backfill in water and drain pipe trenches as shown on the t Drawings shall consist of clean, inert, hard, durable grains of quartz or other hard durable rock, free from loam or clay, surface coatings and deleterious materials. The allowable amount of material passing a No. 200 sieve as determined by AASHTO T 11 shall not exceed ten percent ' (10%) by weight. The maximum particle size for Sand Borrow shall be 3/8 inch. B. Two weeks prior to ordering sand borrow, the Contractor shall submit to the Engineer a certified laboratory test result indicating that the sand borrow meets the requirements above. No sand shall be delivered to the site until the test results are approved by the Engineer. Field samples may ' be periodically tested for compliance with laboratory results. ' 2.06 LOAM BORROW A. The Contractor shall notify the Engineer in writing at least one week in advance of the time he intends furnishing Loam Borrow,stating the location ' and amount of such deposit, the name and address of the supplier and also shall be furnish such facilities,transportation and assistance as the Engineer may require for collecting and forwarding samples. ' B. Samples for testing will be taken in the field upon notification of source and no topsoil may be placed without proper authorization by the Engineer. C. Samples shall be tested by a qualified soils lab approved by the Engineer. ' D. Testing must confirm that the loam contains not less than 5% nor more than 20.%organic matter as determined by the loss on ignition of oven-dried I , ' Earthwork 02200-7 ' samples. Test samples shall be oven-dried to a constant weight at a tem- perature of 221 degrees F (± 5) and certified test results shall be sent to the Engineer by the laboratory for approval. Loam ph shall range from 5.5 ' to 7.0 and shall conform to the following sieve analysis: Sieve Analysis (By Wash Test ASTM Designation C-117) ' Passing 1 inch sieve 100 Passing No. 4 sieve 90-100 Passing No. 100 sieve 30-60 tPassing No. 200 sieve 10-30 E. If the topsoil does not conform to the above requirements, it shall be ' rejected and additional sources shall be found, and sampling and testing shall be accomplished as specified herein until an approved topsoil material is found, all at the Contractor's expense. ' Part 3 EXECUTION 3.01 EXISTING CONDITIONS A. Site Information: 1. Information on the Drawings, Reference Drawings, and in the Speci- fications relating to subsurface conditions, natural phenomena, and existing utilities and structures is from the best sources presently available. Such information is furnished only for the information and ' convenience of the Contractor, and the accuracy or completeness of this information is not guaranteed. 2. Plans, surveys, measurements, and dimensions under which the work ' is to be performed are believed to be correct,but the Contractor shall have personally examine them during the bidding period, as no addi- tional compensation will be made for errors and inaccuracies that may ' be found therein. 3. A geotechnical report entitled "Proposed Festival at Hyannis Mall Project,Route 132,Hyannis,Massachusetts"dated March 29, 1989 has ' been prepared by Briggs Associates,Inc.for use by the Architect in the design of this project. A copy of this report will be made available to each bidder. Where procedures in the report vary from procedures as specified herein, this specification shall govern. ' 4. Data on indicated subsurface conditions contained in the geotechnical report are not intended as representations or warrants of continuity of ' such conditions between explorations. It is expressly understood that the Owner will not be responsible for interpretations or conclusions drawn therefrom by the Contractor. Data are made available for the ' Earthwork 02200-8 ' convenience of the Contractor. Neither the Owner nor the Geotech- nical Consultant assumes responsibility for accuracy of the data other then at the particular locations and at the time the explorations were made. 5. By submitting a bid, the Contractor affirms that he has carefully examined the site and all conditions affecting work under this Section. ' No claim for additional costs will be allowed because of lack of full knowledge of existing conditions. 6. Additional test borings and other exploratory operations may be made ' by the Contractor at no cost to the Owner. B. Existing Utilities: 1. Rules and regulations governing respective utilities shall be observed ' in executing all work in this Section. Active utilities shall be adequately protected from damage and removed or relocated only as indicated or as specified. ' Inactive or abandoned utilities encountered in excavation and grading shall be removed, plugged or capped. Electrical and piping utilities shall be uncovered by hand tools until it is certain that they do not resent a safe hazard. A report in writing must be made to the Owner P safety P g ' as to the location of these utilities. All damage to utilities in the process of excavation shall be restored by the Contractor at no cost to the ' Owner. If any secondary damage to public or private property occurs as a result of damage, the Contractor must restore the damaged property to its undamaged condition at no cost to the Owner. ' 2. Locate existing underground utilities in the areas of work .before starting earthwork operations. If utilities are to remain in place, pro- vide adequate means of protection during earthwork operations. ' 3. Should uncharted or incorrectly charted piping or other utilities be encountered during excavation, consult the Engineer immediately for directions as to procedure. Cooperate with the Engineer and public ' and private utility companies in keeping their respective services and facilities in operation. Repair damaged utilities to the satisfaction of the utility owner. ' 4. See Section 02100, Part 3, Site Preparation. 3.02 DISPOSAL AND STOCKPILING ' A. Disposal: All excavated materials which in the opinion of the Engineer or as specified elsewhere herein are not suitable for fill or backfill and all surplus excavated materials shall be removed from the site and disposed ' of at no additional cost to the official. ' Earthwork 02200-9 ' B. Stockpiling: Store where convenient on site, and so as not to interfere with the general progress of the work, all excavated material suitable and required for re-use. Storage areas outside the limits of work will not be ' permitted unless so authorized by the Engineer. 3.03 SHEETING AND BRACING ' A. The Contractor shall furnish, place, remove or leave in place all sheeting and bracing required to support the sides of all trenches or other excavations for this project. ' B.. The Contractor shall be solely responsible for the safety of the workmen and the adjacent facilities from danger of caving and sliding and all work to be done shall be in strict accordance with the Department of Labor, t Occupational Safety and Health Administration regulations and suggested practices for construction excavations and/or other applicable codes and regulations. Special precautions shall be taken to ward against any damage ' to or settlement of pavements, building, walls, pipes, ducts or otherstruc- tures and facilities which are adjacent to the work. C. The cost of providing and removing, or leaving in place, sheeting, shoring ' and bracing shall be included in the cost of the various items of work under this contract and no additional compensation will be allowed therefore. Any sheeting which the Contractor chooses to leave in place shall be cut off at least two feet below the finish grade. D. Remove sheeting and shoring, etc., as backfilling operations progress, taking all necessary precautions to prevent collapse of excavation sides,all ' at no additional cost to the Owner. 3.04 EXCAVATION- GENERAL CRITERIA A. Excavated materials unsuitable for reuse and materials designated as excess and not required on the project shall be disposed of off the project site; shall be the sole responsibility of the Contractor; shall be in accordance ' with the regulations and requirements of all municipalities or agencies having jurisdiction over the disposal sites and the routes between the project and the disposal sites. ' B. If any part of the excavation is carried,through error,beyond the depth and dimensions indicated on the Drawings or specified herein, the Contractor shall,at his own expense,and at the direction of the Engineer,furnish,place ' and compact gravel borrow, all as specified herein. C. Unsuitable material below specified subgrades under the wetland crossing, trenches, etc. shall be removed until suitable soil material (as previously ' defined) as directed by the Engineer is encountered. Crushed stone shall be placed and compacted as specified to bring the excavation to specified subgrades. ' Earthwork 02200-10 ' D. Ledge shall be removed to six (6) inches below subgrade or to the depth indicated on the Drawings. ' 3.05 EXCAVATION CLASSIFICATIONS A. Unclassified Excavation: ' 1. Unclassified excavation shall include the removal of earth,bituminous pavements, concrete pavements (reinforced or not reinforced), cob- blestone pavement, bricks, muck, rock (except Ledge Excavation) ' sidewalks, excavation to roadway and sidewalk subgrade, railroad ties and ballast, if required, gate boxes to be abandoned; and, when no longer required and/or when condition of items to be removed are unsuitable for reuse or stacking as determined by the Engineer (and ' not paid for under other items of work), the work under this item shall also include,as incidental to the general work,the removal and disposal or stacking of traffic sign posts, concrete wheel stops, concret6 median ' barriers, granite curb, bollards and other appurtenances. 2. Edges of excavations made in existing pavements shall be squared by sawcutting with power driven tools to provide a neat clean edge for t joining new pavement as shown on the plans. Pavement areas which have been broken or underminded shall be neatly edged with minimum disturbance to remaining pavement. ' B. Rock,Ledge.and Boulder Excavation:Consists of the removal and disposal of materials encountered that cannot be excavated without continuous and systematic drilling and blasting, continuous use of a ripper or other special ' equipment, except such materials that areclassified as earth excavation. 1. Materials classified as rock, ledge and boulder are two (2) cubic yards or more in volume, solid rock, and rock-hard aggregate deposits that ' cannot be broken or moved with a two (2) cubic yard backhoe. 2. Old foundation walls, concrete slabs, equipment footings, and other manmade obstructions are not to be considered as ledge, rock or ' boulder. C. Excavation Below Grade: 1. If the Contractor does not dewater properly or otherwise neglects to ' conduct the excavation work properly so that the surface of the sub- grade is in proper condition when he is ready for construction, the Contractor shall remove the unsuitable material and replace it with ' crushed stone at his own expense so that the condition of the subgrade meets with the specified requirements before any work is placed thereon. f ' ' Earthwork 02200-11 ' 2. In areas where, in the opinion of the Engineer, the material in its undisturbed natural condition at the grade of the excavation as indi- cated on the Drawings for Trench Bottom is unsuitable for structure ' and pavement subgrade, or embankment construction, it shall be removed to such depth and width as he may direct and be replaced with crushed stone or other material as directed by the Engineer. Compensation for excavation below the grade of the excavation as ordered by the Engineer shall be based on the Contractor's Bid Price and the Contract Documents. ' D. Unauthorized excavation: Consists of removal of materials beyond indi- cated depth or elevations without the specific direction of the Engineer. Replace unauthorized excavation by backfilling and compacting as ' specified for authorized excavations of the same classification, unless otherwise directed by the Engineer. No additional compensation will be made to the Contractor for backfill material used to replace the material ' removed by the unauthorized excavation. 3.06 ROCK EXCAVATION ' A. Definitions and Classifications: The following classifications of excavation will be made only when rock excavation is encountered: ' 1. Rock excavation consists of removal and disposal of materials encountered that cannot be effectively loosened or broken down by ripping in a single pass with a late model tractor-mounted hydraulic ripper equipped with one digging point of standard manufacturer's ' design adequately sized for use with and propelled by a crawler type tractor rated between 210-and 240-net flywheel horsepower,operating in low gear. This classification does not include materials that can be ' removed by means other than drilling and blasting or drilling and wedging but which, for reasons of economy in excavating, the Con- tractor prefers to remove by drilling and blasting. Typical of materials ' classified as rock excavation are as follows: a. Rock or stone in original ledge. b. Boulders on-site, outside trench limits exceeding 3 cubic yards in ' volume. c. Boulders within trench limits exceeding 1 cubic yard in volume. ' 2. Intermittent drilling and ripping performed to increase production and not necessary to permit excavation of material encountered will be classified as earth excavation. ' Earthwork 02200-12 1 ' 3. Presplitting is required where the design slope of a cut is one vertical on one horizontal or steeper and the vertical height of the design rock slope exceeds five (5)feet. Ripping will not be allowed within ten(10) ' feet of a slope that requires presplitting. All rock slopes shall be thoroughly scaled to the satisifaction of the Engineer before frag- menting the next lift. In no case shall the subgrade be trimmed prior to the completion of the scaling operation at any location. ' 4. Finished rock slopes shall be stable and free from possible public safety hazards of falling rock or rock slides. If after proper scaling such hazards still exist, a determination of the cause will be made by a ' geologic study. If it is determined that the hazards are a result of poor workmanship or improper methods employed by the Contractor, he shall provide approved remedial treatment at no expense to the Owner. ' Such treatment may include,but is not necessary limited to,laying back the slope, rock bolting, or shotcreting. B. Payment for Rock Excavation ' Rexcavation will aid for at the contract unit rice per cubic 1. Rock be p p yard of rock excavation. ' 2. The Bidder agrees to the unit prices for rock excavation included in his bid and the Contract Documents. The unit price shall include all costs relating to such rock excavation including:Blasting, removal and ' placement of the excavated material or disposal offsite as necessary, furnish and place approved gravel borrow refill to replace rock exca- vation and all incidentals necessary to satisfactorily excavate and dis- pose of authorized rock excavation, including all labor, materials, overhead, supervision, insurance, profit and taxes. No amount other than that specified in the Contract Documents will be paid for rock excavation. No extra payment will be made for approved refill ' replacing rock excavation and these costs shall be included in the Contractor's unit price bid per cubic yard of rock excavation. C. Basis of Payment: 1. The total amount of rock excavation will be based on the volume of rock excavated within and/or above the lines referred to in the next para- graph D, as "Payment Lines". The payment lines are only to be used as a basis of payment, and are not to be used as limits of excavation. Limits of excavation are as indicated on the Drawings and as specified herein. D. 'Payment Lines" for Rock Excavation: 1. Payment Lines for rock excavation at manholes and catch basins shall ' be 1 foot outside of the outer wall and 6 inches below subgrade beneath the structure. Earthwork ' 02200-13 1 2. Payment lines for rock excavation at plant beds shall be 12 inches at ' edges and full depth of required elevation for loam. 3. Payment lines for rock excavation at paved areas (concrete and bitu- minous) and lawns shall be 6 inches below respective subgrades. ' 4. Payment lines for rock excavation for utility trenches outside the building lines shall in no case be calculated as greater in width than the outside diameter of the pipe plus 2 feet for pipes up to 18 inches ' diameter. For pipes 18 inches in diameter and larger, payment lines shall in no case be calculated as greater in width than the outside diameter of the pipe plus 3 feet. Payment lines at the bottom of all tpipes and utility trenches shall be 6 inches below subgrade. 5. Payment lines for rock excavation at retaining walls, duct banks and stair locations using forms shall be: 2 feet outside face of concrete ' forms; 1 foot out side of face of footing forms; 6 inches below subgrade of structure. ' E. Measurements: 1. When, during the process of excavation, rock is encountered, such ' material shall be uncovered and exposed, and the Engineer shall be notified by the Contractor, before proceeding further. The areas in question shall then be cross-sectioned as hereinafter specified. ' 2. Failure on the part of the Contractor to uncover such material and to notify the Engineer and proceeding by the Contractor with the exca- vation before cross-sections are taken,will forfeit the Contractor's right of claim towards the stated allowance or additional payment over and ' above the stated allowance at the quoted unit price. 3. The Contractor shall employ and pay for an approved Civil Engineer or Land Surveyor to take cross-sections of rock before removal and to ' make computations of volume of rock encountered within the payment lines. Cross-sections shall be taken in the presence of the Geotechnical Consultant and the computations approved by the Engineer. The ' Owner has the option to perform independent cross-sections and computations of rock quantities. The Contractor may use his own engineering staff to perform this work. ' 4. Where removal of boulder or ledge is required outside the established payment lines,the extent of this removal and basis of payment shall be determined by the Engineer. ' S. There will be no measurement for payment of rock excavation due to overbreak resulting from rock excavation methods. 1 Earthwork ' 02200-14 3.07 TRENCH EXCAVATION ' A. Trench excavation shall include the removal and satisfactory disposal of all materials encountered in the construction of drainage,water, sewer, elec- tric, telephone, gas and other necessary utilities. Trench excavation for pipe laying in roadway cuts shall include only that portion of the trench which is below the roadway excavation except where the Engineer orders in writing,that the trench excavation and all its backfill shall be completed ' before the roadway excavation is begun. B. Definitions: ' 1. "Trench" shall be defined as an excavation in which the bottom width does not exceed 7 feet and the width does not exceed twice the depth, or where footings are excavated by backhoe. Refer to Drawings for ' any special trenching conditions. 2. The words "invert" or "invert elevation" as used herein shall mean the elevation at the inside bottom of pipe or channel. ' 3. The words"bottom of the pipe"as used herein shall mean the elevation at the base of the pipe at its outer surface. C. Trench excavation shall be of sufficient width and depth at all points to ' allow pipes to be laid, and appurtenant work to be built in a workmanlike manner,and when needed,to allow for sheeting and shoring,pumping and draining, and/or for removing and replacing any materials unsuitable for ' foundations. D. Trenches shall be excavated to the minimum limits shown on the Drawings. ' E. Trenches shall not be unnecessarily wide, so as to increase excessively.the load on the pipe resulting from backfill. F. If, at or below the elevation of the bottom of the pipe or related appurte- nance,the material is muck,peat,peaty sand or other material not suitable to support the pipe or related appurtenances,notify Engineer immediately and do no further trench excavation in this area until Engineer's instructions are received. ' G. The bottom of trench in earth shall be excavated to a depth as shown on the Drawings below the bottom of pipe to allow the placement of bedding of selected material. Banks of trenches shall be as necessary to maintain ' excavations. H. The Contractor shall furnish,place, remove or leave in place (as directed) ' all sheeting and bracin& required to support the sides of all trenches of other excavations for this project. I. The Contractor shall be solely responsible for the safety of the workmen ' and the adjacent facilities from danger of caving and sliding, and all work to be done shall be in strict accordance with the Department of Labor, Earthwork ' 02200-15 4 1 Occupational Safety and Health Administration's regulations and sug- gested practices for construction excavations and/or other applicable codes and regulations. Special precautions shall be taken to guard against any damage to or settlement of pavements, buildings, walls, pipes, ducts, or ' other structures and facilities which are adjacent to the work. 3.08 BACKFILL AND FILL ' A. Ground Surface Preparation: Remove:vegetation,debris,unsatisfactory soil materials,obstructions,and ' deleterious materials from ground surface prior to placement of fills. Plow, strip,or break up sloped surfaces steeper than one vertical to four horizontal so that fill material will bond with existing surface. ' B. Subgrade Preparation: After the subgrade has been shaped to line,grade,and cross-section,it shall ' be thoroughly compacted. This operation shall include any required reshaping and wetting to obtain proper compaction. All soft or otherwise unsuitable material shall be removed and replaced with suitable material ' from excavation or borrow. The resulting area, and all other low sections, holes, or depressions shall be brought to the required grade with approved material and the entire subgrade shaped to line, grade and cross section and thoroughly compacted. tC. Frost Protection: Frozen material shall not be placed as fill or backfill. No fill shall be placed ' over frozen ground containing more than 1 inch of frost. D. Backfill Material Selection: ' Unless otherwise specified or directed, material used for filling and back- filling shall meet the requirements specified under Materials Subsection 2.00. If material removed from the excavations does not meet the ' requirements specified for common fill,new material which does meet this criteria shall be used for backfilling utility trenches. All backfill placed within the building limits shall be sand and gravel fill unless otherwise ' specified. In areas where the bottom of the excavation is in fine sand and slit and is ' below the groundwater table, the first lift of backfill shall be 12-inches of compacted sand and gravel to provide a working mat and drainage layer. Earthwork ' 02200-16 3.09 TRENCH BACKFILL ' A. The trenches shall be backfilled as soon as practicable with suitable approved material. All trench backfilling shall be done with special care, in the following manner and as the Engineer may direct from time to time. ' B. Selected backfill material for pipe bedding shall be deposited in the trench, uniformly on both sides of the pipe, for the entire width of the trench to ' the springline of the pipe. The selected backfill material shall be placed by hand shovels, in layers not more than 4-inches thick in loose depth, and each layer shall be thoroughly and evenly compacted by tamping on each side of the pipe to provide uniform support around the pipe,free from voids. ' C. The balance of backfill shall be spread in layers not exceeding 12-inches in loose depth. Each layer shall be dampened, thoroughly compacted by tamping or other approved method and shall meet the requirements spe- cified for common fill. D. All trench backfilling shall be done with special care and must be carefully placed so as not to disturb the work at any time; if necessary, a timber t grillage or other suitable method shall be used to break the fall of material. The moisture content of the backfill material shall be such that proper compaction will be obtained. Puddling of backfill with water will generally ' not be permitted except as specified below. Backfill within areas of pavement construction shall be made to grades required to establish the proper pavement base courses. E. In backfilling trenches, each layer of backfill material shall be moistened and compacted to a density at least equal to that of the surrounding undisturbed earth, and in such a manner as to permit the rolling and ' compaction of the filled trench or excavation with the adjoining earth to provide the required bearing value, so that paving of the excavated and disturbed areas,where required,.can proceed immediately after backfilling is completed. F. Any trenches or excavations improperly backfilled or where settlement occurs shall be reopened, to the depth required for proper compaction, then refilled and compacted with the surface restored to the required grade ' and condition, at no additional expense to the Owner. G. During filling and backfilling operations, pipelines will be checked by the ' Engineer to determine whether any displacement of the pipe has occurred. If the inspection of the pipelines shows poor alignment, displaced pipe or any other defects shall be remedied in a manner satisfactory to the Engineer at no additional cost to the Owner. Earthwork ' 02200-17 I 3.10 BACKFILLING AGAINST STRUCTURES ' A. Backfilling against masonry or concrete shall only be done when approved. The Contractor shall not place backfill against or on structures until they have attained sufficient strength to support the loads (including construc- tion loads) to which they will be subjected, without distortion, cracking or other damage. As soon as practicable after the structures are structurally adequate and other necessary work has been satisfactorily completed, ' special leakage tests of the structures shall be made by the Contractor, as required by the Engineer, at the Contractor's expense. After the satisfactory completion of leakage tests and the satisfactory ' completion of any other required work in connection with the structures, the backfilling around the structures shall proceed using suitable and approved excavation material. The best of the backfill material shall be ' used for backfilling within 2 feet of the structure. Just prior to placing backfill, the areas shall be cleaned of all excess construction material and debris and the bottom of excavations shall be in a thoroughly compacted condition. ' B. Symmetrical backfill loading shall be maintained. Special care shall be taken to prevent any wedging action or eccentric loading upon or against ' the structures. During backfilling operations, care shall be exercised that the equipment used will not overload the structures in passing over and compacting these fills. Except as otherwise specified or directed, backfill shall be placed in layers not more than 12-inches in loose depth and each layer of backfill shall be compacted thoroughly and evenly using approved types of mechanical equipment. Each pass of the equipment shall cover the entire area of each layer of backfill. ' C. In compacting and other operations, the Contractor shall conduct his operations in a manner to prevent damage to structures due to passage of heavy equipment over, or adjacent to, structures, and any damage thereto ' shall be made good by the Contractor at no additional expense to the Owner. D. After backfilling trenches and excavations, the Contractor shall maintain the surfaces of backfill areas in good condition so as to present a smooth surface at all times level with adjacent surfaces. Any subsequent settling over backfilled areas shall be repaired by the Contractor immediately, in a manner satisfactory to the Engineer, and such maintenance shall be ' provided by the Contractor for the life of this Contract, at no additional expense to the Owner. E. The finished subgrade of the filled excavations upon which pavements are ' to be constructed, shall not be disturbed by traffic of other operations and shall be maintained in a satisfactory condition until the finished courses are placed. The storage or stockpiling of materials on finished subgrade will ' not be permitted. I Earthwork ' 02200-18 1 F. Uniformly smooth grading of all areas to be graded, as indicated and as ' directed,including excavated sections and all areas disturbed as a result of the Contractor's operations, shall be accomplished. The finished surfaces shall be reasonably smooth,compacted and free from surface irregularities. ' 3.11 COMPACTION A. Compaction Requirements: 1. The degree of compaction is expressed as a percentage of the maximum dry density at optimum moisture content as determined by ASTM Test D1557, Method C. The compaction requirements are as follows: ' ASTM Density Area Degree of Compaction ' Below footings 95% Below slabs 95% ' Pavement base course 95% Pavement subbase 95% General fill below pavement subbase 90% Trench backfill 92% ' Lawn areas 90% B. Moisture Control: ' 1. Fill that is too wet for proper compaction shall be harrowed, or otherwise dried to a proper moisture content to allow compaction to the required density. If fill cannot be dried within 24 hours of place- ment, it shall be removed and replaced with drier fill. 2. Fill that is too dry for proper compaction shall receive water uniformly ' applied over the surface of the loose layer. Sufficient water shall be added to allow compaction to the required density. 3. In no case shall fill be placed over material that is frozen.No fill material 1 shall be placed, spread or rolled during unfavorable weather condi- tions. When work is interrupted by heavy rains, fill operations shall not be resumed until the moisture content and the density of the previously placed fill are as specified. END OF SECTION Earthwork 02200-19 ' SECTION 02210 ' SITE GRADING Part 1 GENERAL ' 1.01 SCOPE OF WORK A. Furnish all labor,materials and equipment to grade the site to the elevations ' as shown on the plans or as directed by the Engineer. All work shall be in accordance with the specifications and in close conformity with the lines, grades of the plans or established by the Engineer ' B. The work shall include but not be limited to the following: 1. The shaping,trimming,compacting,and finishing of all subgrade areas ' for roadway, parking and sidewalk areas prior to the placement of subbase material. 2. The grading and finishing of all unpaved shoulders and slope areas and ' the preparation of all areas for topsoil, loam, riprap or slope paving. 3. The protection of existing or new utilities in or immediately adjacent to the project site. ' C. The Contractor shall refer to Section 02100,Part 3.01 of these specifications for his responsibility with respect to existing utilities. D. The Contractor shall furnish and set all lines and grades required for ' construction operations and be solely responsible for the accuracy of lines and grades of all features of the work. ' E. The Contractor shall hire a Registered Professional Land Surveyor Civil Engineer to establish permanent benchmarks to which access can be had during the progress of the work. The Contractor shall maintain all estab- lished bounds and benchmarks and replace as directed any which may be disturbed or destroyed. ' 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Site Preparation is specified in Section 02100. ' B. Earthwork is specified in Section 02200. C. Dewatering is specified in Section 02140. ' D. Slope Stabilization is specified in Section 02270. E. Pavements is specified in Section 02500. 1 Site Grading 02210-1 t i ' F. Sidewalks is specified in Section 02524. ' 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper perform- ance of the work of the Section. ' Part 2 PRODUCTS None used this Section. ' Part 3 EXECUTION 3.01 GENERAL ' A. Uniformly grade areas within the limits of site grading under this Section. Smooth finished surfaces within specified tolerances,compact with uniform levels or slopes between points where elevations are shown, or between ' such points and existing grades. 3.02 GRASSED AREAS A. Finish areas to receive topsoil to within not more than 0.10 feet above or below the required subgrade elevations, compacted as specified, and free ' from irregular surface changes. 3.03 EXCAVATION AND FILL AREAS ' A. Shape the surface of the excavation and fill areas to line, grade and cross-section as shown on the Drawing, with the finish surface nor more than 0.10 feet above or below the required subgrade elevation, compacted as specified, and graded to prevent ponding of water after rains. Include such operations as plowing,discing, and any moisture or aerating required to provide the optimum moisture content for compaction. ' 3.04 FINE GRADING AND COMPACTING - SUBGRADE AREAS . A. Before surfacing or subbase material is spread,the subgrade shall be shaped ' to a true surface conforming to the proposed cross sections shown on the Drawings and compacted. All depressions and high sots shall be filled with suitable material or removed and such areas again compacted until the surface is smooth and satisfactorily compacted. A tolerance of 1/2 inch above or below the finished subgrade will be allowed provided that this 1/2 inch above or below grade is not maintained for a distance longer than 50 ' Site Grading 02210-2 1 ' feet. Any portion of the subgrade which is not accessible to a roller shall be thoroughly compacted with mechanical tampers or by other adequate ' methods approved as satisfactory by the Engineer. B. Prior to starting work, the Contractor shall obtain approval for the com- paction equipment to be used. Unless otherwise directed by the Engineer, each layer of material shall be thoroughly compacted with power rollers or tamping rollers. Other equipment of equivalent compactive capacity may be used subject to trial on the project and approved by the Engineer. Compacting equipment will not be used for any other purpose during ' compaction operations. The use of tractors, trucks, scrapers or othre equipment designed primarily for purposes other than compaction and being used for purposes other than solely compaction will not be considered ' as compaction equipment, but traffic of such vehicles shall be distributed over this fill in such a manner as to take advantage of the additional compaction afforded thereby. ' 3.05 GRADE CONTROL A. During construction, maintain the lines and grades including crown and ' cross-slope of the gravel subbase course. 3.06 MAINTENANCE ' A. Protection of Graded Areas: 1. Protect newly graded areas from traffic and erosion and keep free of ' trash and debris resulting from the Contractor's operations. 2. Repair and re-establish grades in settled, eroded, and rutted areas to the specified tolerances. ' B. Reconditioning Compacted Areas: 1. Where completed compacted areas are disturbed by subsequent con- struction operations or adverse weather, scarify the surface, reshape, and compact to the required density prior to further construction. ' 3.07 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Remove waste materials, including excavated material classified as unsatisfactory soil material, trash and debris, from the Owner's property and legally dispose of it at no additional cost to the Owner as previously specified. END OF SECTION ' Site Grading 02210-3 SECTION 02500 ' BITUMINOUS CONCRETE PAVING Part 1 GENERAL ' 1.01 SCOPE OF WORK A. Furnish all labor, equipment, and materials and perform all work to ' complete the work of this section as indicated within. Such work includes but is not limited to bituminous concrete paving for roads, access drives and parking areas. ' 1. Gravel Base Course 2. Bituminous Prime Coat on Tack Coat 3. Bituminous Concrete Paving ' B. The site contractor shall coordinate with all other trades especially grading, electrical, plumbing and pipeline contractors, through the Contractor in order to prevent covering up unfinished or uninspected work and loss of ' time or labor by mis-scheduling. Any rework shall be done at no cost to the Owner. ' 1.02 REFERENCED STANDARDS A. The Commonwealth of Massachusetts, Department of Public Works "Standard Specifications for Highways and Bridges"1973 Edition,and latest ' amendments, hereinafter referred to as the Standard Specifications, form a part of these Specifications to the extent of the references thereof. B. American Society for Testing and Materials Standard D1557, Moisture- Density Relations of Soils, using 10 pound (4.5-kg) Rammer and 18 inch ' (457-mm) Drop. C. American Association of State Highway and Transportation Officials ' Standard M82, Cut-Back Asphalt (Medium Curing Type). 1.03 RELATED WORK SPECIFIED ELSEWHERE ' A. Site preparation is specified in Section 02100. B. Earthwork is specified in Section 02200. ' C. Site grading is specified in Section 02210. ' Bituminous Concrete Paving 02500-1 1.04 PAVING RESTRICTIONS A. Bituminous paving shall not be placed when the ambient temperature is ' below 40 degrees F., when there is frost in the base, or at any time when weather conditions are unsuitable for the type of material being placed. B. Bituminous paving shall not be applied until the Engineer inspects and approves the finished gravel base. C. Construction methods, transportation and delivery of mixtures, spreading, ' finishing, compaction, joints, etc., shall conform to Section 460 of the Massachusetts Department of Public Works Standard Specifications for Highways and Bridges unless otherwise specified herein. ' 1.05 TESTING A. During the placing and rolling operation, repeated checks shall be made to ascertain the correct rate of application to provide the required com- pacted thickness. When required,test holes shall be cut,one for each 1,000 square yards of pavement,and the thickness checked. If any test hole shows a deficiency of more than one quarter (1/4)inch, six additional holes shall be cut, three (3) each on lines at right angle to each other. Holes shall be spaced three feet from the original hole and three (3) feet apart. The thickness of all seven shall be averaged. ' B. If the average thickness is deficient from the specified thickness by one quarter (1/4) inch or more, the extent of the deficient area shall be established by similar procedures and the deficient area shall be corrected ' at the Contractor's expense. C. Upon completion of testing,the Contractor shall properly fill all test holes by compacting a fine aggregate bituminous concrete for the full depth of ' the core. The finished surface shall be smooth. Part 2 PRODUCTS ' 2.01 GRAVEL BASE Gravel base material shall be gravel borrow material as specified in Section ' 02200 and shall conform to Material Standard M1.03.0, Type B. 2.02 BITUMEN PRIME COAT ' A. Bitumen for prime coat shall be RS-1,RC-70,or RC-250 as directed by the Engineer and shall be applied at a rate of 0.05 gallons per square yard. Bituminous Concrete Paving 02500-2 I f ' 2.03 BITUMINOUS CONCRETE PAVEMENT A. Bituminous concrete shall be composed of mineral aggregate,mineral filler ' and bituminous material and shall conform in all respects to Class I,Bituminous Concrete Pavement, Type I-1, as specified in Sections 420, 460, 701 and M3 of the Standard Specifications. Part 3 EXECUTION 3.01 CONSTRUCTION DETAILS - GENERAL ' A. The Contractor shall install all pavements as specified in the locations, to the grade shown on the Drawings, and/or as directed by the Engineer. ' Materials,methods of construction, and type of pavement courses shall be constructed in accordance with relevant provisions of Section 460 of the Standard Specifications and as shown on the Drawings. t B. The Contractor will be responsible for laying out and installing all pave- ments to the proper cross sections and in accordance with the lines and grades as specified herein, on the Drawings,and/or in accordance with the Engineer's directions. Pavements which are not constructed to the proper section, grade and alignment shall be corrected by repair or replacement by the Contractor in accordance with the Engineer's directions and at no additional cost to the Owner. ' C. The paving plant used by the Contractor for the preparation of the bitu- minous concrete shall be acceptable to the Engineer who shall have the right to inspect the plant and the making of the material. ' D. Complete job mix formula listing quantities and pertinent ingredient properties shall be submitted to and approved by the Engineer. E. Unless otherwise permitted by the Engineer for particular conditions, only ' machine methods of placing bituminous pavement shall be used. The equipment for spreading and finishing shall be mechanical, self-powered pavers, capable of spreading and finishing the pavement ture ' F. After the pavement has been properly spread, initial and final compaction shall be obtained by the use of steel wheel power rollers having a weight of at least 10 tons. 3.02 GRAVEL BASE COURSE A. Gravel base course shall be placed and compacted on approved subgrade to the depth indicated on the drawings. The gravel base shall be compacted to not less than 95 percent of maximum dry density as determined by ASTM ' D1557. The gravel shall be spread and compacted in layers not exceeding 6 inches in compacted thickness. The surface of the gravel base shall be shaped to the cross section of the pavement. ' Bituminous Concrete Paving 02500-3 3.03 PREPARATION OF SUBGRADE A. General Requirements: Prior to the start of paving operations the subgrade ' surface shall be prepared by filling in wheel ruts, erosions, and all other ground disturbances regardless of cause. The ground surface shall be fine graded so that after compaction,the subgrade surface will be at the proper ' level to receive the pavement. B. Fine Grading: Fine grading of the subgrade shall be done in sections, working the equipment perpendicular to the contours and constructing the respective valleys and ridges in accordance with the Drawings. Particular care should be exercised with the grades of the valleys which lead to the catch basins. Fine grading of the roadways shall be done parallel to the ' centerline,observing the profiles and cross-sections shown on the Drawings. Fine grading shall not be done when the ground is excessively wet or frozen. C. Compaction: Fine grading of the subgrade shall be accompanied by proper compaction to the extent that the upper twelve(12)inches of subgrade shall have a density of not less than 95%modified Proctor density as determined by ASTM D1557. ' D. Proof-rolling: Immediately prior to the start of paving operations the Contractor shall proof-roll the subgrade in the presence of the Engineer. If in their opinion the subgrade is not suitable for support of the pavement ' structure,measures shall be taken by the Contractor to correct the subgrade deficiencies to the satisfaction of the Engineer at no cost to the Owner. E. Subgrade Approval: The Engineer must approve the subgrade prior to ' placement of the initial pavement course. Installation of all or any portion of the pavement without subgrade approval by the Engineer is done at the Contractor's risk. ' F. Protection of Approved Subgrade: Approval of the subgrade by the Engineer shall not relieve the Contractor of his responsibility to protect the subgrade from damage caused from excessive moisture,rutting from trucks, heavy equipment, or any other cause. Any damage occurring to the sub- grade either before or during the paving operations shall be corrected to the satisfaction of the Engineer at the Contractor's expense. ' 3.04 PREPARATION FOR PAVEMENT INSTALLATION A, Utility Structure and Appurtenances: After the Subgrade and/or existing ' pavement surfaces have been prepared as specified herein,the Contractor shall check all frames, covers, grates, water valve boxes, and all miscella- neous casting that are located in the proposed pavement area to insure that all such items have been accurately positioned and set to the proper slope ' and elevation. All covers and grates shall be set flush with the required finished pavement surface. No depressions or mounds will be permitted Bituminous Concrete Paving ' 02500-4 in the pavement to accommodate inaccuracies in the setting of these appurtenances. All corrective work deemed necessary by the Engineer ' shall be done at the Contractor's expense. B. Vertical Surfaces in Contact with Bituminous Mixtures: All vertical sur- faces of curbs,structures,gutters and existing pavement in contact with new ' bituminous mixtures shall be painted with a uniform coating of an approved bituminous emulsion or priming material. Extreme care shall be exercised in the application of this material to prevent splattering or staining of ' surfaces that are to be exposed after the work. Any work stained as a result of the Contractor's operation shall be repaired and/or replaced to the satisfaction of the Owner's Agent at the contractor's expense. ' 3.05 PARKING AREA PAVEMENT A. The bituminous concrete at parking area shall be 2-1/2 inches thick, Type ' I-1,Class I,laid in a 1-1/2 inch binder course and an 1 inch wearing course, in accordance with the Massachusetts Standard Highway Specifications. B. All thicknesses are measured after rolling. The bituminous concrete shall ' be an approved hot mixture, evenly spread and rolled,with a power roller so as to conform to adjacent surfaces with the application of the final top course. ' C. Prior to application of the final wearing course,the entire surface and edges shall be cleared of dirt and debris using power sweepers and then tack coated with cut-back asphalt. ' 3.06 ROADWAY PAVEMENT A. The bituminous concrete at roadway areas shall be 3 inches thick, Class I, Type I mix, conforming to adjacent surfaces. This shall be laid in one 2 inch binder course and a 1 inch wearing course. The Contractor shall add more materials if necessary to achieve a final smooth even surface. All joints shall be sanded and sealed. B. The wearing course shall be keyed to the existing pavement at the ends of pavement repair sections, including damaged driveways. ' C. Any cracks remaining at the junction of old and new pavements shall be sealed with an asphalt emulsion and sanded before acceptance of the work. ' 3.07 BITUMEN PRIME COAT A. If, through the direct fault of the Contractor by the scheduling of his per- formance operations,the surface of the base course,binder course or other bituminous concrete pavements is, in the judgment of the Engineer, unsatisfactory for the placement of surface course, (use of roadway for Bituminous Concrete Paving 02500-5 i ' construction purposes, or otherwise), it shall be treated with a rime coat as directed by the Engineer and the entire cost for such treatment shall be ' entirely borne by the Contractor. B. When and if the surface of the base course or binder course is in a condition which,in the Engineer's judgment,is unsatisfactory for the direct placement ' of surface course due to the construction scheduling required by the this Contract, it shall be treated with a prime coat. C. Paint edges of the existing pavement"to remain"with prime coat material ' before placing bituminous concrete mixture adjacent thereto. D. The contract surfaces of manholes or other appurtenant structures in the pavement shall be painted thoroughly with a thin uniform coating of ' bitumen before any mixture is placed against them. 108 INSPECTION AND GUARANTEE ' A. Three (3) days after rolling, the finished pavement shall be tested. Any section that shows ponding, indentation, rutting or picking up shall be resurfaced at the Contractor's expense. ' B. The Contractor shall guarantee all pavement installations, including materials and workmanship, for a period of one (1) year from the date of ' acceptance (as specified in writing by the Owner). The Contractor shall { make interim repairs as necessary to maintain all paved areas in good, usable condition. The Contractor shall receive no additional compensation for pavement maintenance and restoration. ' END OF SECTION ' Bituminous Concrete Paving 02500-6 1 , 1 ' SECTION 02513 ' PORTLAND CEMENT CONCRETE PAVING Part 1 GENERAL ' 1.01 SCOPE OF WORK A. Furnish all labor, equipment and materials and perform all work to com- plete the work of this section as indicated within. ' B. Such work includes but is not limited to the construction of cement concrete paving work for loading dock aprons and trash compactor pads, complete in accordance with these specifications and in close conformity with the lines and grades shown on the plans or established by the Engineer. C. The site contractor shall coordinate with all other trades especially grading, ' electrical, plumbing and pipeline contractors, through the Contractor in order to prevent covering up unfinished or uninspected work and loss of time or labor by mis-scheduling. Any reword shall be done at no cost to the Owner. 1.02 RELATED WORK SPECIFIED ELSEWHERE ' A. Site Preparation is specified in Section 02100. B. Earthwork is specified in Section 02200. ' C. Site Grading is specified in Section 02210. D. Concrete work is specified in Section 03300. E. Sidewalks is specified in Section 02524. ' 1.03 REFERENCED STANDARDS ' A. The Commonwealth of Massachusetts, Department of Public Works "Standard Specifications for Highways and Bridges"1973 Edition,and latest amendments, hereinafter referred to as the Standard Specifications, form a part of these Specifications to the extent of the references thereof. ' B. American Society for Testing and Materials Standard D1557,.Moisture- Density Relations of Soils, using 10 pound (4.5kg) Rammer and 18 inch ' (457-mm) Drop. C. American Concrete Institute (ACI) Section 316R, Recommendations for Construction of Concrete Pavements and Concrete Bases. ' Portland Cement Concrete Paving 02513-1 D. American Societyfor Testing and Materials ASTM : g � ) 1. Welded Steel Wire Fabric for A185 ' Concrete Reinforcement 2. Deformed and Plain Billet-Steel A615 Bars for Concrete Reinforcement ' 3. Concrete Aggregates C33 4. Ready-Mixed Concrete C94 5. Slump of Portland Cement Concrete C143 6. Portland Cement C150 ' 7. Sheet Materials for Curing Concrete C171 8. Air Content of Freshly Mixed Concrete C231 by the Pressure Method ' 9. Liquid Membrane-Forming Compounds C309 for Curing Concrete ' 10. Chemical Admixtures for Concrete C494 11. Preformed Sponge Rubber and Cork D1752 Expansion Joint Fillers for Concrete ' Paving and Structural Construction 1.04 QUALITY ASSURANCE A. Unless otherwise specified, work and materials for construction of the Portland cement concrete paving shall conform to ACI 316R. ' B. Paving work, base course, etc., shall be done only after excavation and construction work,which might injure them,have been completed. Damage caused during construction shall be repaired before acceptance. ' C. Pavement, base, or subbase shall not be placed on a muddy or frozen subgrade. ' 1.05 SUBMITTALS A. Description of Methods and Sequence of Placement: For each type of specially-finished concrete provide description of methods and sequence ' of placement. B. Shop Drawings: Submit Shop Drawings of doweled construction joints including location plan and details for approval. ' C. Manufacturer's Product Data: Submit manufacturer's product data for the following: 1. Form release agent. 1 Portland Cement Concrete Paving 02513-2 2. Preformed joint filler. 3. Curing materials. ' 4. Dowels. D. Submit samples of the following: ' 1. Preformed joint filler. 1.06 TESTING AND INSPECTION ' A. The Owner reserves the right to inspect and test paving and associated work. ' Part 2 PRODUCTS 2.01 BASE COURSE ' A. Aggregate for base course shall be a graded granular, free-draining material, consisting of either durable stone and course sand or of blast furnace slag, practically free from loam and clay, and which can be readily ' compacted to form a stable foundation. 1. Material shall conform to Standard Specifications Section M1.03.0, ' Type B, with less than 8% by weight passing the No. 200 sieve. 2.02 STEEL REINFORCEMENT A. Welded wire fabric reinforcement shall conform to the applicable requirements of ASTM A185. Fabric reinforcement shall be furnished in flat sheets. Fabric reinforcement in rolls will not be permitted. ' B. Steel reinforcing bars shall conform to ASTM A615, Grade 60. Bars employed as dowels shall be hot-rolled plain rounds. ' 2.03 PORTLAND CEMENT CONCRETE A. Portland cement concrete for pavements shall be air-entrained type with a ' maximum water-cement ratio of 5.0 conforming to ACI 316R. Minimum compressive strength at 28 days shall be 4000 psi. 1. Concrete shall be air-entrained type, conforming to ASTM C94. Air content by volume shall be 6%±1%,and shall be tested in accordance with ASTM C231. 2, Concrete slump shall be no less than 2 inches nor greater than 4 inches, ' determined in accordance with ASTM C143. 1 Portland Cement Concrete Paving 02513-3 I -- J 3. Cement shall be Portland cement, conforming to ASTM C150,Type I or II. Only one color of cement, all of the same manufacturer, shall ' be used for the work. Type III cement shall be used only with the prior approval of the Engineer. 4. Fine and coarse aggregate shall conform to ASTM C33. ' S. Concrete shall contain a water reducing agent to minimize cement and water content of the concrete mix at the specified slump. Water reducing agent shall conform to ASTM C494. ' 6. No calcium chloride or admixtures containing calcium chloride shall be added to the concrete. No admixtures other than those specified shall be used in the concrete without the specific written permission of ' the Engineer in each case. 2.04 CURING MATERIAL ' A. Curing shall be by moist curing or by use of curing compound. B. Curing compound shall be a resin-base, white pigmented compound con- forming to ASTM C309, Type 2. 2.05 EXPANSION JOINTS ' A. Unless otherwise indicated on the Drawings, expansion joints shall be located 30 feet o.c., maximum. ' B. Expansion joints shall be 1/2 inch wide. Expansion joint filler shall be preformed, non bituminous type joint filler conforming to ASTM D1752, Type H, similar to Sealtight Cork Expansion Joint Filler, manufactured by W.R. Meadows, Inc., Elgin, IL 60120, or approved equal. ' 1. -Premolded filler shall be one piece for the full depth and width of the joint leaving a sealant recess as indicated. ' 2. Use of multiple pieces of lesser dimensions to make up required depth and width of joint will not be permitted. 3. Except as otherwise noted on the Drawings, joint filler shall be 1/2 inch thick. C. Expansion joint will receive joint backer rod and will be sealed with joint sealant. Portland Cement Concrete Paving 02513-4 2.06 CONTROL JOINTS A. Control joints indicated to be tooled shall be made by scoring concrete slab ' after finishing of slab, with scoring tool which will cut into slab at least 1 inch, but in no case less than 25% of slab depth. ' B. Unless otherwise indicated on the Drawings,control joints shall be located 10 feet o.c. maximum. C. Doweled control joints shall have 1/2 inch preformed expansion joint filler ' as specified above. In addition,the joint shall be doweled as indicated. The free or unbonded of each dowel shall be coated with a corrosion inhibitor. After the inhibitor has dried,the free end of each bar should be completely coated with a thin brush coat of lubricant immediately before it is placed ' in position. An approved type of plastic coated dowel may be used in lieu of the lubricated dowel. ' 2.07 CONSTRUCTION JOINTS A. Transverse construction joints shall be placed whenever placing of concrete ' is suspended for more than 30 minutes. 1. Butt joints with dowels or thickened edge joint shall be used if con- struction joints occur at location of control joints. ' 2. Keyed joints with tiebars shall be used if the joint occurs at any other location. 2.08 GROUT A. Grout shall be mixed in the proportions of one part Portland cement to two parts sand,by volume. Only sufficient water shall be used to enable grout ' to barely hold its shape when squeezed into a ball in the hand. Sand for grout shall be "Fine Aggregate", conforming to ASTM C33. Part 3 EXECUTION 3.01 PREPARATION OF SUBGRADE ' A. Areas to be paved will be compacted and brought to subgrade elevation under Section 02200,Earthwork,before work of this Section is performed. Final fine grading, filling and compaction of areas to receive paving, as ' required to form a firm, uniform, accurate, and unyielding subgrade at required elevations and to required lines,shall be done under this Section. B. Existing subgrade material which will not readily compact as required shall ' be removed and replaced with satisfactory materials. Additional materials needed to bring subgrade to required line and grade and to replace unsuitable material removed shall be material conforming to this Section. ' Portland Cement Concrete Paving 02513-5 ' C. Subgrade of areas to be paved shall be recom acted as required to brio top 8 inches of material immediately below aggregate base course to a compaction at optimum moisture of at least 95% of maximum density, as ' determined by ASTM D1557. Subgrade compaction shall extend for a distance of at least 1 foot beyond pavement edge. ' D. Excavation required in pavement subgrade shall be completed before fine grading and final compaction of subgrade are performed. Where excavation must be performed in completed subgrade, subbase, base, or pavement, ' subsequent backfill and compaction shall be performed as directed by the Engineer as specified in Section 02200, Earthwork. Completed subgrade after filling such areas shall be uniformly and properly graded. ' E. Areas being graded or compacted shall be kept shaped and drained during construction. Ruts greater than or equal to 2 inches deep in subgrade,shall be graded out, reshaped as required, and recompacted before placing pavement. ' F. Materials shall not be stored or stockpiled on subgrade. G. Disposal of debris and other material excavated under this Section, and ' material unsuitable for or in excess of requirements for completing work of this Section shall be disposed of offsite. H. Prepared subgrade will be inspected by the Engineer. Subgrade shall be approved by the Engineer before installation of gravel base course. Dis- turbance to subgrade caused by inspection procedures shall be repaired under this Section of the Specifications. 3.02 BASE COURSE A. Base course for paving and the spreading,grading,and compaction methods employed shall conform to standard requirements for usual base course of this type for first class road work, and the following: ' 1. Standard Specifications Section 405, "Gravel Base Course". B. Width of base course shall be greater than or equal to the width of pavement surface, if continuous lateral support is provided during rolling, and shall t extend at least 2 x base thickness beyond edge of the course above, if not so supported. C. Aggregate shall be applied in lifts less than or equal to 6 inches thick, compacted measure. Each lift shall be separately compacted to specified density. 1. Material shall be placed adjacent to wall, manhole, catch basin, and ' other structures only after they have been set to required grade and level. ' Portland Cement Concrete Paving 02513-6 1 2. Rolling shall begin at sides and progress to center of crowned areas, and shall begin on low side and progress toward high side of sloped ' areas. Rolling shall continue until material does not creep or wave ahead of roller wheels. 3. Surface irregularities which exceed 1/2 inch as measured by means of ' a 10 foot long straightedge, shall be replaced and properly recom- pacted. D. Base course shall be compacted at optimum moisture content to not less ' than 95% of maximum density as determined by ASTM D1557. E. Subgrade and base course shall be kept clean and uncontaminated. Less _ select materials shall not be permitted to become mixed with gravel. ' Materials spilled outside pavement lines shall be removed and area repaired. F. Portions of subgrade or of construction above which become contaminated, ' softened,or dislodged by passing of traffic,or otherwise repaired to conform to the requirements of this specification before proceeding with next operation. ' 3.03 STEEL REINFORCEMENT ' A. Before being placed in position, reinforcing for reinforced concrete shall be thoroughly cleaned of loose mill and rust scale,dirt,ice,and other foreign material which may reduce the bond between the concrete and reinforcing. Where there is delay in placing concrete after reinforcement is in place, ' fabric shall be reinspected and cleaned when necessary. B. Unless otherwise indicated on the Drawings,reinforcing shall extend within 2 inches of formwork and expansion joints. Reinforcing shall continue ' through control joints. Adjacent sheets of fabric reinforcing shall lap 6 inches. ' C. After forms have been coated with form release agent,but before concrete is placed, reinforcing steel anchors shall be securely wired in the exact position called for, and shall be maintained in that position until concrete is placed and compacted. ' D. Dowels for dowelled joints shall be placed as previously specified and as detailed, and in accordance with ACI 316R, Sections 6.7 and 6.8. ' 3.04 PORTLAND CEMENT CONCRETE PAVING A. Paving mix, equipment, methods of mixing and placing,and precautions to ' be observed as to weather, condition of base, etc., shall meet the requirements of ACI 316R. Pavement shall be constructed in accordance with the Drawings. Portland Cement Concrete Paving 02513-7 ' B. The Engineer shall be notified of concrete placement sufficiently in advance of start of operation to allow his representative to complete preliminary inspection of the work, including subgrade, forms, and reinforcing steel, if ' used. C. Normal concrete placement procedures shall be followed. Concrete shall ' arrive at the job site so that no additional water will be required to produce the desired slump. When conditions develop which require addition of water to produce the desired slump, permission of the Engineer must be obtained. The concrete shall be transported from the mixer to its place of ' deposit by a method that will prevent segregation or loss of material. D. Work shall not be performed during rainy weather or when temperature is less than 40 degrees F., or above 95 degrees F. ' E. Adjacent work,etc.,shall be protected from stain and damage during entire operation. Damaged and stained areas shall be replaced or repaired to ' equal their original conditions. F. Existing concrete,earth,and other water-permeable material against which new concrete is to be placed shall be thoroughly damp when concrete is placed. There shall be no free water on surface. G. Concrete which has set or partially set before placing shall not be employed. Retempering of concrete will not be permitted. ' H. Concrete shall be thoroughly spaded and tamped to secure a solid and homogeneous mass, thoroughly worked around reinforcement and into corners of forms. ' I. When joining fresh concrete to concrete which has attained full set, latter shall be cleaned of foreign matter, and mortar scum and laitance shall be removed by chipping and washing. Clean,roughened base surface shall be ' saturated with water,but shall have no free water on surface. A coat of 1:1 cement-sand grout, approximately 1/8 inch thick, shall be well scrubbed into thoroughly dampened concrete base. New concrete shall be placed ' immediately, before grout has dried or set. 3.05 FINISHING A. Concrete aprons, walks, slabs, and pads shall be screeded off and finished ' true to line and grade, and free of hollows and bumps. Surface shall be dense, smooth, and at exact level and slope required. ' 1. Finished concrete surface for concrete walks and pads shall be magnesium-floated and steel troweled to a smooth surface. Surface shall not deviate more than 1/8 inch in 10 feet. ' B. Unless otherwise indicated, horizontal surfaces of concrete surfaces which will be exposed shall be given a light broomed finish, with direction of grooves in concrete surface perpendicular to length of concrete slab,apron, or pad. After concrete has set sufficiently to prevent coarse aggregate from ' Portland Cement Concrete Paving 02513-8 ' being torn from surface, but before it has completely set, brooms shall be drawn across it to produce a pattern of small parallel grooves. Broomed ' surface shall be uniform,with no smooth,unduly rough or porous spots, or other irregularities. Coarse aggregate shall not be dislodged by brooming operation. ' C. Immediately following finishing operations, ed.&es and both sides of expansion joints shall be rounded to a 1/4 inch radius. Control joints to be tooled shall be scored into slab surface with scoring tool. Adjacent edges of control joint shall at the same time be finished to a 1/4 inch radius. ' D. Where finishing is performed before end of curing period, concrete shall not be permitted to dry out,and shall be kept continuously moist from time of placing until end of curing period, or until curing membrane is applied. 3.06 CURING ' A. Concrete surfaces shall be cured by completely covering with curing paper or application of a curing compound. 1. Concrete cured using waterproof paper shall be completely covered ' with paper with seams lapped and sealed with tape. Concrete surface shall not be allowed to become moistened between 24 and 36 hours after placing concrete. During curing period, surface shall be checked ' frequently, and sprayed with water as often as necessary to prevent drying, but not earlier than 24 hours after placing concrete. 2. If concrete is cured with a curing compound,compound shall be applied ' at a rate of 200 square feet per gallon,in two applications perpendicular to each other. 3. Curing period shall be seven days minimum. 3.07 EXPANSION JOINTS ' A. Expansion joints shall be 1/2 inch wide and shall be as located on the Drawings. Expansion joints shall be formed in the concrete to required width with preformed Joint filler in place. Joint filler shall extend the full depth of the slab. Joint filler shall extend the full length of the expansion ' joint. 1. For concrete pavements and pads, depth of joint filler shall be as required to form a 1-1/4 inch deep sealant and backer rod recess below ' finished concrete surface. B. Doweled joints shall be constructed in accordance with ACI 316R,Sections ' 6.7 and 6.8. ' Portland Cement Concrete Paving 02513-9 ' 3.08 CONTROL JOINTS A. Unless otherwise indicated, control joints to be tooled shall be scored into ' the concrete slab every 10 feet o.c. maximum. Joint shall be made after concrete is finished and when the surface is stiff enough to support the weight of workmen without damage to the slab,but before slab has achieved its final set. B. Scoring shall cut into slab surface at least 1 inch, but in no case not less than 25% of slab depth. ' 3.09 COLD WEATHER CONCRETING A. Materials for concrete shall be heated when concrete is mixed, placed, or cured when the mean daily temperature is below 40 degrees F.or is expected to fall to below 40 degrees F within 72 hours. The concrete, after placing, shall be subject to the approval and direction of the Engineer. Procedures ' shall be in accordance with provisions of ACi 306R. B. Details of handling and protecting of concrete during freezing weather shall be subject to the approval and direction of the Engineer. Procedures shall ' be in accordance with provisions of ACI 306R. ' 3.10 HOT WEATHER CONCRETING A. Concrete just placed shall be protected from the direct rays of the sun. The forms and reinforcement just prior to placing shall be sprinkled with cold water. Every effort shall be made to minimize delays which will result in ' excessive mixing of the concrete after arrival on the job. B. During periods of excessively hot weather, (95 degrees F. or above), ' ingredients in the concrete shall be cooled insofar as possible and cold mixing water shall be used to maintain the temperature of the concrete at permissible levels, all in accordance with the provisions of ACI 305. Any concrete with a temperature above 95 degrees F.when ready for placement ' will not be acceptable, and will be rejected. C. Temperature records shall be maintained throughout the period of hot weather giving air temperature, general weather conditions (calm, windy, ' clear, cloudy, etc.) and relative humidity. Records shall include checks on temperature of concrete as delivered and after placing in forms. Data should be correlated with the progress of the work so that conditions sur- rounding the construction of any part of the structure can be ascertained. ' Portland Cement Concrete Paving 02513-10 ' 3.11 PROTECTION OF CONCRETE SURFACES A. Concrete surfaces shall be protected from traffic or damage until surfaces have hardened sufficiently. If necessary, 1/2 inch thick plywood sheets shall ' be used to protect the exposed surface. END OF SECTION 1 ' Portland Cement Concrete Paving 02513-11 1 1 SECTION 02525 CURB AND EDGIN Part 1 GENERAL ' 1.01 SCOPE OF WORK A. Furnish all labor, equipment and materials and perform all work to com- plete the work of this Section as indicated within. ' B. Such work includes but is not limited to and consist of furnishing and setting granite or concrete curb, curb inlets, curb corners edging and bituminous concrete curb/berm, in accordance with these specifications and in close ' conformity with the lines and grades shown on the plans or established by the Engineer. 1.02 REFERENCED STANDARDS A. The Commonwealth of Massachusetts, Department of Public Works ' "Standard Specifications for Highways and Bridges" 1973 edition,and latest amendments, hereinafter referred to as the Standard Specifications, form a part of these Specifications to the extent of the references thereof. ' B. American Society for Testing and Materials Standard D1557, Moisture- Density Relations of Soils, using 10 pound (4.5-kg) Rammer and 18 inch (457-mm) Drop. ' C. American Association of State Highway and Transportation Officials Standard M82, Cut-Back Asphalt (Medium Curing Type) ' 1.03 RELATED WORK SPECIFIED ELSEWHERE Earthwork, Section 02200. Bituminous Paving, Section 02500. 1.04 SUBMITTALS 1 A. Submit Shop Drawings of granite curb, precast concrete curb and granite edging indicating size,shape and dimensions,finish and setting method for Engineer's approval. 1.05 QUALITY ASSURANCE ' A. Unless otherwise indicated, granite curb materials and construction shall conform to the applicable portions of MDPW Specifications Section 500, "Curb and Edging". Curb and Edging 02525-1 f ' 1.06 DELIVERY, STORAGE, AND HANDLING A. Granite curb units shall be delivered to the job adequately protected from ' damage during transit. B. Curb shall be protected against staining, chipping, and other damage. Cracked, badly chipped, or stained units will be rejected and shall not be ' employed in the work. Part 2 PRODUCTS ' 2.01 GRANITE CURB AND EDGING A. Granite shall be a structural granite conforming to ASTM C615, Class I ' Engineering Grade, suitable for curbstone use. 1. Curb shall be light grey, free from seams which impair structural integrity, and with percentage of wear.less than 32%, as determined ' by ASTM C131. B. Curb materials shall conform to Standard Specifications Section M9.04.0 and shall meet requirements specified in the following subsection of ' Division III, Materials of the Standard Specifications. Granite Curb -Type VA-4 M9.04.1 ' Granite Curb Inlets M9.04.5 Granite Curb Corners - Type A M9.04.6 Mortar M4.02.15 ' Gravel- Type C M1.03.0 Anchors M8.01.0 Cement Concrete Precast Units M4.02.14 Joint Materials: ' Tar Impregnated Felted Paper M9.06.2 Preformed Expansion Joint Filler M9.14.0 Bituminous Concrete ' Curb/Berm, Types 1, 2 & 3 M9.17.1 (M3.11.03) Cement Concrete for Foundation M4.00.0 Class A of Curb and Edging ' Part 3 EXECUTION 3.01 The Contractor shall install granite and concrete curb, granite edging and ' bituminous concrete berm as specified in the locations as shown on the Drawings and/or as directed by the Engineer. Methods of construction shall be in accordance with Relevant Provision of Section 470, and 501 of the Standard ' Specifications. Curb and Edging ' 02525-2 1 ' 3.02 EXCAVATING TRENCH The trench for the curb shall be excavated to a width of 18 inches. The subgrade ' of the trench shall be a depth below the proposed finished grade of the curb equal to 6 inches plus the depth of the curbstone. 3.03 PREPARING FOUNDATION The foundation for the curb shall consist of gravel spread upon the subgrade and after being thoroughly compacted by tamping shall be 6 inches in depth. ' The gravel foundation for edging shall be as shown on the plans and shall be thoroughly rammed or tamped until firm and unyielding. ' The foundation for the curb inlet shall consist of a full bed of Portland cement mortar on the supporting back wall of the catch basin or gutter inlet and sufficient ' gravel on each side to support the overhang. The trench for the gravel foun- dation shall be at least 6 inches in depth and 18 inches in width. This trench shall be filled with gravel thoroughly tamped to the required grade. ' The trench for the curb corner shall be excavated so that there shall be con- structed a foundation of gravel which when thoroughly compacted will be 6 inches in depth,and extending 6 inches beyond the front and back of curb comer to full depth of foundation. Other acceptable material may be used for backing. 3.04 SETTING CURB AND EDGING A. Curb shall be set in accordance with MDPW Specifications Section 501, except as indicated below. 1. Where new vertical curb is to be installed at existing paved areas, curb shall be set as specified above except that cement concrete shall be placed along front face of curb in accordance with MDPW Construction Standard 106.3.0. ' 2. Sloped granite edging shall be set on concrete foundation in accordance with MDPW Construction Standard 106.5. ' B. Vertical Face of vertical curb shall be plumb, with curb top parallel to adjacent surface. C. Curb shall be set accurately to line.and grade. Curb units shall be fitted ' together as closely as possible. Curb shall not be field cut. D. Joints, between curb units shall be carefully filled with a cement mortar, and neatly pointed on the top and front exposed portions. After pointing ' excess mortar shall be cleaned from curb surface. E. Curbing, curb corners or edging shall be set on additional gravel spread upon the foundation. ' Curb and Edging 02525-3 F. All spaces under the curb,curb corners or edging shall be filled with gravel thoroughly compacted so that the curb, curb corners or edging will be completely supported throughout their length. The curb shall be set at the line and grade required as shown on the plans unless otherwise directed. G. Curb, curb corners or edging shall be fitted together as closely as possible except for VA5 curb which shall not fit closer to each other than 1/4 inch. H. If curb,curb corners, curb inlets or edging of different quarries are used on the same project, curbing of each particular quarry shall be segregated and ' set to give uniform appearance. I. After the curb and curb corner is set, the space between it and the wall of the trench shall be backfilled with gravel thoroughly tamped to the depth ' directed. Care shall be taken not to effect the line or grade of the curb and curb corners. J. The joints between curbstones shall be carefully filled with cement mortar ' and neatly pointed on the top and front exposed portions. After pointing the curbstone shall be satisfactory cleaned of all excess mortar that may have been forced out of the joints. ' 3.05 PRECAST CONCRETE CURB UNITS Precast concrete curb units shall consist of castings conforming to the size and ' dimensions shown on the plans. Straight curb shall be cast in standard lengths of six (6) feet. Straight and curved curb may be cast in lengths of not less than three (3) feet where needed and as directed. Curb on a radius of 100 feet or less shall be cast in radius forms to the correct radius (radius measured to the ' outside face of the curb). Curb shall be made of Portland cement types I or III, conforming to federal specifications SS-C192a, or to Sec. M4, of the "Standard Specifications of Highways and Bridges" of Commonwealth of Massachusetts Department of Public Works. Forms shall be made of metal or concrete (wood not allowed), ' to tight, rigid construction with true surfaces. Concrete mix shall be made of maximum 3/4 inch aggregate, with a design ' strength of 5,000 psi at 28 days. An air entraining agent,either Master Builders MBVR,Darex AEA,or approved equal shall be added at the mixer in accurately proportioned amounts to give air content to the concrete of not less than three (3) percent and not more than six (6) percent by volume. A high range water ' reducing agent (superplasticizer) such as Master Builders Pozzolith 400-N, Mighty 150 or approved equal shall be added at the mixer in accurately pro- portioned amounts to meet design strength requirements and maintain a ' smooth, dense surface on the curb units. Curb and Edging 02525-4 1 1 ' Upon removal from the forms, the top and 8 inches of the face shall be rubbed with a carbonundum stone to fully remove any cement enamel finish. No cement may be used in this process. Next a mixture of fine sand, cement and water ' shall be thoroughly ground into the surface of the curb with a carbonundum stone until the resulting paster fills any imperfections left by the form. A cork float shall then be used to pick up excess paste. The final finish should resemble limestone in appearance. Curb shall be set in a trench which shall have been excavated to a width of 18 ' inches. The subgrade of the trench shall be at a depth below proposed finish grade of the curb equal to 6 inches plus the depth of the curbstone. Subgrade shall then be filled to proper level to sand thoroughly tamped. Curb units shall then be placed in accurate line,each piece butting the next with maximum joint ' spacing no larger than 1/4 inch. Final points may be joined by closure pieces made to order. After alignment, curb shall be carefully backfilled with suitable material. Extreme care shall be taken not to destroy alignment. ' 3.06 BITUMINOUS CONCRETE•CURB/BERM ' A. Berm shall be constructed in accordance with MDPW Specifications Sec- tions 470.60 and 470.61 and MDPW Construction Standard 106.10. B. Work shall not be performed during rainy weather or when temperature is ' less than 40 degrees F. C. Deliveries shall be timed to permit forming berm during daylight hours, unless artificial light satisfactory to Architect is provided. Loads which have been wet by rain or otherwise will not be accepted. ' D. Surface of binder course shall be cleaned of foreign or objectionable matter with blowers,power brooms, or hand brooms, as directed by the Architect, before laying asphaltic berm. E. Bituminous concrete berm shall be extruded over paving. Paving shall receive a bituminous tack coat over entire contact surface of berm and ' pavement immediately before berm is extruded over it. Berm shall have a uniform surface texture,color,and profile. Bottom edge shall meet asphatic paving to form a neat, uniform cove. ' F. Where new berm joins existing berm, contact surface shall receive a bitu- minous tack coat. G. Portions of asphaltic concrete berm which become mixed with foreign ' material or are in any way defective shall be removed and replaced with fresh mixture. Material spilled outside finished pavement lines shall be immediately and completely removed. Such material shall not be employed in the work. ' Curb and Edging 02525-5 H. The bituminous concrete mixture shall be placed and compacted with a machine acceptable and approved by the Engineer. The machine will be capable of spreading the mixture true to line and grade and to the shape ' stipulated. I. If at any time before the acceptance of work any soft or imperfect spots develop in the exposed surface of the curb, such material placed shall be removed and replaced with new material and compacted, without addi- tional compensation. END OF SECTION li ' Curb and Edging 02525-6 i ' SECTION 02580 PAVEMENT MARKINGS Part 1 GENERAL 1.01 SCOPE OF WORK A. This Section specifies pavement markings in accordance with Section 860 of the Standard Specifications for Highways and Bridges, Department of Public Works,Commonwealth of Massachusetts except as modified herein. B. All work shall be in accordance with USDOT Manual on Uniform Traffic Control Devices (MUTCD), 1978 and the current Massachusetts supple- ments, amendments and addenda. 1.02 RELATED WORK SPECIFIED ELSEWHERE ' A. Bituminous Concrete Paving, Section 02500 1.03 LAYOUT OF WORK ' A. The Contractor shall furnish to the Architect for approval a schedule of pavement marking operations in accordance with MDPW Specifications Section 860.61 ' B. Handicap parking stall pavement marking shall be as specified in the Rules and Regulations of the Architectural Barriers Board, Commonwealth of Massachusetts, Department of Public Safety. 1.04 TRAFFIC CONTROL ' A. Place traffic cones along newly painted lines to control traffic and prevent damage to newly painted surfaces. Remove when paint has dried fully. ' Part 2 PRODUCTS 2.01 MATERIALS ' A. The materials listed below shall conform to the materials section of the Standard Specification listed by each material: General Requirements for Paints M7.00.00 ' and Protective Coatings. White High Heat Rapid Drying Traffic M7.01.08 Marking Material (P-228) ' Yellow High Heat Rapid Drying Traffic M7.01.09 Marking Material (P-229) Pavement Markings 02580-1 B. The colors f h marking ' co o s o the a king materials shall be standard highway colors of white, yellow or black commonly used for pavement markings and as out- lined in the MUTCD. C. The reflectivity of Temporary Pavement Markings material shall be equal to or better than the MDPW minimum requirements for a period of 90 days. 2.02 MATERIALS ' A. Machines, tools and equipment used in the application of pavement markings hall conform to MDPW Specifications Section 860.60 and shall be approved and maintained in satisfactory operating condition. ' B. Push-type machines of a type commonly used for application of paint to pavement surfaces shall be acceptable for marking roadway and parking areas. Applicator machine shall have the necessary paint tanks and spraying nozzles, and shall be capable of applying paint uniformly at coverage specified. Hand-operated spray guns shall be provided for use in areas where push-type machines cannot be used. ' C. Sandblasting equipment shall be provided as required for cleaning surfaces to be painted. Sandblasting equipment shall include an air compressor, hoses, and nozzles of proper size and capacity as required. Compressor shall be capable of furnishing not less than 150 cfm of air at a pressure of ' not less than 90 psi at the nozzle for each nozzle used. D. At least one sample, not less than one quart, shall be taken for each batch ' or less of each kind of paint to be used. Samples must be taken in clean, dry, airtight, widemouth metal cans and the sample must fill the can to within one inch from the top. Each sample forwarded to the Engineer shall ' be accompanied by the name of the manufacturer, the batch number, the specification number and the quantity of paint represented. E. Before the Contractor will be permitted to use any paint, the material ' proposed to be used shall have been sampled and tested in accordance with the latest test methods of Federal Test Method Standard Number 141 and approval given by the Engineer. ' F. The manufacturer, as may be required by the Engineer shall permit access to an inspection of his paint and all operations involved in the manufacture of the materials specified herein. ' G. Pavement markings shall be painted unless otherwise indicated. ' Pavement Markings 02580-2 i 1 i ' Part 3 EXECUTION 3.03 APPLICATION OF MARKINGS ' A. Pavement Markings. All pavement markings shall be applied in accordance with Section 860 of the Standard Specifications, except as specified herein, and as shown on the plans. ' B. The Contractor shall be responsible for all layout work required to install the markings. ' C. Bituminous concrete pavements shall have been in place for 40 hours prior to the application of pavement markings. D. The Contractor shall be responsible for all warning signs and traffic control ' devices to accommodate traffic. E. The Contractor shall be responsible for the protection of markings until sufficiently dry. ' F. The ambient (air) temperature for thermoplastic application is to be a minimum of 45 degrees F and rising at the time of the marking operation. If work has started and air temperature falls below 45 degree F and con- tinual cooling is indicated, work shall be stopped. In cool weather condi- tions, temporary drops down to 40 degrees F will be tolerated, providin temperatures also vary upwards. Sustained strips (greater than one hour ' at 40 degree F shall not be allowed. Starting work at air temperature lower than 45 degree F shall not be allowed. G. Stop lines and cross walk lines shall be applied in conformance with the local Town Standards as shown on the sketch included in Appendix B(Plate 1 No. A305). . H. Gore lines shall be 8-inches wide, spaced 5 feet on center and placed at a 1 45 degree angle. END OF SECTION ' Pavement Markings 02580-3 1 1 ' SECTION 02600 1 SITE UTILITIES Part 1 GENERAL 1 1.01 SCOPE OF WORK A. Provide all labor,materials,services,equipment,layout,and transportation necessary to install,complete,and ready for continuous operation all utility 1 systems indicated on the Contract Drawings, as specified herein, or both, including but not limited to the following items: 1. Storm drain system as shown on plans. 1 2. Sanitary sewer system as shown on plans. 3. Water system including valves and appurtenances. 1 4. Electric, telephone and cable utility ducts in the locations shown on the plans. 1 1.02 REFERENCED STANDARDS A. The Commonwealth of Massachusetts, Department of Public Works 1 "Standard Specifications for Highways and Brigdes"1973 Edition,and latest amendments, hereinafter referred to as the Standard Specifications, form a part of these Specifications to the extent of the references thereof. 1 B. American Society for Testing and Materials Standard D1557, Moisture- Density Relations of Soils, using 10 pound (4.5-kg) Rammer and 18-inch (457-mm) Drop. 1 C. American Association of State Highway and Transportation Officials. D. American Concrete Pipe Association (ACPA). 1 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Precast concrete manholes, frames, grates, and covers are specified in 1 Section 02601. B. Reinforced Concrete Pipe as specified in Section 02612. C. Ductile Iron Pipe as specified in 02616. 1 D. Polyvinyl Chloride Pipe as specified in 02622. E. Valves and appurtenances as specified in 02640. 1 F. Trench backfilling and compaction is specified in Section 02200,Earthwork, and Section 02600 Part 3.01. ' Site Utilities 02600-1 ' 1.04 PERMITS, LAWS, ORDINANCES AND CODES A. Obtain and pay for all permits, inspections, licences and certificates ' required for work specified under this Section and as shown on the Drawings. B. Comply with laws, ordinances,rules, and regulations of all local, state, and federal authorities having jurisdiction. 1.05 GAS, ELECTRIC AND TELEPHONE INSTALLATION A. The Contractor shall cooperate with the utility companies to ensure a timely installation of these utilities. B. It shall be the Contractor's responsibility to ensure the gas, electric, and telephone utilities have been installed in the locations shown on the plans prior to any paving operations. C. Should the utility company not be able to install their respective utility line, ' it will be the Contractor's responsibility to obtain and supervise utility company approved gas, electric, or telephone installation subcontractors to complete this work. 1.06 RECORD DRAWINGS ' A. Keep on the job at all times, one (1)complete and separate set of prints of the site utility work. Wherever work is installed otherwise than as shown on the Contract Drawings such changes shall be noted. ' B. Indicate daily progress on these prints by coloring in the various pipes, apparatus and associated appurtenances as they are erected. C. No approval of requisition for payment for work installed will be given ' unless supported by record prints as required above. D. At the conclusion of the work, prepare Record Drawings in accordance with the requirements of the General Conditions. 1.07 GUARANTEE ' A. All materials, items of equipment, and workmanship furnished under this Section shall carry a 2-year guarantee against defects in material and workmanship. Any fault due to defective or improper material,equipment, workmanship,or design which may develop shall be made good forthwith, ' by and at the expense of the Contractor,including all damage done to areas, materials, and other systems resulting from this failure. ' B. Upon receipt of notice from the Owner of failure of any part of the systems or equipment during the guarantee period, the affected parts shall be replaced by the Contractor. ' Site Utilities 02600-2 f 1 ' 1.08 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. Before submitting prices or beginning work, thoroughly examine the site and the Contract Documents. B. All existing utilities shall be verified for services, size, invert elevations, location, etc.,prior to new connections to or relocation of same. Notify the Engineer in writing of any and all discrepancies prior to commencing any work. All existing utilities uncovered or damaged during excavations and construction shall be plugged, capped, re-routed or relocated as directed ' by the Engineer so as not to interrupt the operations of any of the existing systems. C., No claim for extra compensation will be recognized if difficulties are ' encountered with an examination of site conditions and Contract Docu- ments prior to executing the Contract would have revealed. 1.09 WORKMANSHIP ' A. The entire work provided in this Specification shall be constructed and finished in every respect in a workmanlike manner. The Contractor shall ' completely coordinate with all other utilities as necessary to complete the system in accordance with the best trade practice and to the satisfaction of the Engineer and any and all authorities having jurisdiction. ' B. Keep other Subcontractors fully informed as to the elevation, size, and position of all utilities required and give full information to the other Subcontractors sufficiently in advance of the work so that all utilities may be coordinated in advance of their installation. C. Obtain detailed information from the manufacturers of apparatus as to the proper method of installing and connecting same. ' 1.10 PROTECTION A. The Contractor shall be responsible for his work and equipment until finally . ' inspected, tested, and accepted. Carefully store materials and equipment which are not immediately installed after delivery to site. Close open ends of work with temporary covers or plug during construction to prevent entry of obstructing material. B. The Contractor shall protect work and material of other trades from damage that might be caused by his work or workmen and make good any ' damage thus caused. i ' Site Utilities 02600-3 ' Part 2 PRODUCTS . 2.01 MATERIALS A. PVC for Sanitary Sewers: As specified in Section 02622. B. Storm Drains: As specified in Section 02612. C. Watermain Pipe and Fittings: As specified in Section 02616 and 02622: D. Valve and Appurtenances: As specified in Section 02640. ' E. Sewer Manholes, Drain Manholes and Frames and Covers: As specified in Section 02601. F. Any new piping or utility line indicated on the plans and not specified in these Specifications shall be approved by the respective utility company ' and the local Public Works Department prior to their installation. ' Part 3 EXECUTION 3.01 INSTALLATION OF PIPELINE A. This work shall include the furnishing and installation of all labor,materials, ' and equipment necessary for the complete installation of the pipelines in accordance with local and state requirements. B. When laying is not in progress, including lunch time, the open end of the t pipe shall be closed by a watertight plug. C. Excavation:The trench for the pipe shall be excavated to the required line ' and grade and shall be of sufficient width to permit thorough tamping of the fill material under the haunches and around the pipe. Soft or unsuitable material encountered below the normal bedding line of the pipe shall be removed as directed, replaced with screened gravel, and thoroughly com- pacted. The bottom of the trench shall be shaped to conform to the cur- vature of the pipe. This bed shall also be excavated to accommodate the bells of pipes. If any cross pipes, conduits, drains, or other unforseen ' obstacles are encountered in the excavation,the grade of the bottom of the trench may be raised or lowered buring the excavation operation as directed by the Engineer. Use concrete or other approved support under existing ' pipes passing through the excavation where said pipe would normally be supported by backfilled earth. Wooden supports or blocking will not be allowed. ' D. Bedding Pipe: The pipe shall be laid true to the specified lines and grades. The bell end shall be toward rising grade and each section of pipe shall have a firm bearing throughout its length. . ' E. Gravel Bedding: Gravel bedding,screened gravel bedding or sand bedding will be required below all pipe unless otherwise shown on Drawings or specified herein. Screened gravel bedding is required under utility struc- tures where shown on the Drawings. Gravel bedding, screened gravel ' Site Utilities 02600-4 1 ' bedding, sand bedding or crushed stone shall be placed to the full width of the trench and under utility structure foundations as indicated on the Drawin&s. After a pipe is bedded,the trench shall be filled to the centerline ' of the pipe with gravel fill, screened gravel or sand bedding except at the joint. After the joint is inspected, that portion shall be filled in with gravel, screened gravel or sand bedding. Material under and around the pipe shall ' be carefully and thoroughly tamped. F. From the centerline of the pipe to a point 12 inches above the top of the pipe the backfill shall be gravel fill, screened gravel or sand placed by hand ' and hand tamped. Above this point, backfill shall be material as specified in Section 02200, Earthwork. This backfill shall be placed in layers eight inches deep and each layer shall be compacted with mechanical tampers ' to not less than 95% of maximum density at optium moisture content of the material. This backfill shall be carried up to the bottom of materials specified to be placed for surfacing or topsoiling and seeding requirements. G. Additional installation,bedding,and backfilling requirements are found in ' the various pipe material sections. ' 3.02 INSTALLATION OF MANHOLES AND CONCRETE STRUCTURES A. Manholes and other concrete structures shall be built to the lines, grades, dimensions, and design shown on the plans with all necessary frames, ' gratings, covers, etc. B. Where masonry work is required to adjust catch basin and manhole finish elevation the brick shall be wetted as necessary before laying. Mortar shall ' be composed by volume of one part Portland Cement and two parts of sand with sufficient water to form a workable mixture. C. Frame castings shall be set in full mortar beds true to the lines and grades ' as directed. D. Placement of approved precast manholes and other concrete structures shall be in accordance with the manufacturer's instructions and as shown ' on the drawings. 3.03 CLEANING AND TESTING ' A. Furnish all labor,material,instruments, supplies, and services and bear all costs for the accomplishment of the tests herein specified. Correct all defects appearing under test and repeat the test until no defects are dis- closed. B. Perform all tests other than herein specified which may be required by any ' and all authorities or agencies to whose requirements this work is to con- form. Forty-eight (48) hour notice must be given to all authorities. ' Site Utilities 02600-5 1 i ' C. No backfilling of any utility shall take place until the test has been conducted and approved by the Engineer. 1 D. At the conclusion of the work, the Contractor shall thoroughly clean the pipelines by flushing with water or other means to remove dirt,stones, and other material. Prior to acceptance, all pipe lines shall be inspected for cleanliness and to be sure no sand bags,broken pipe, or other obstructions 1 exist. E. The testing of manholes if specified in Section 02601,watermains in Section 1 02616 and sewers in Section 02622. F. If leakage exceeds the specified amount, the Contractor shall at his own expense make the necessary repairs or replacements required to perma- nently reduce the leakage to within the specified limit, and the tests shall be repeated until the leakage requirement is met. G. Any defects found in the system shall be made good at the expense of the Contractor so as to conform strictly to the Specifications and to the satis- faction of the Owner's Agent. All repairs shown necessary by the tests are to be made, broken or cracked pipe replaced, all deposits removed, pipelines left true to line and grade, entirely clean, free from lumps of 1 cement,protruding gaskets,bulkheads, etc., and ready for use before final acceptance is made by the Owner. 1 3.04 CHLORINATION OF WATER PIPELINES A. Before being placed in service, all new water pipelines shall be chlorinated in accordance with AWWA C601, "Standard Procedure for Disinfecting Water Mains", with the exception of the twenty-four (24) hour available chlorine residual. B. The location of the chlorination and sampling points will be determined by 1 the Owner's Engineer in the field. Taps for chlorination and sampling shall be installed by the Contractor. The Contractor shall uncover and back-fill the taps as required. _ 1 C. The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines, and then introduce a 25 mg/1 chlorine 1 solution in approved dosages through a tap at one end while water is being withdrawn at the other end of the line. The chlorine concentration in the water in the pipe shall be maintained at a minimum of 25 mg/1 available chlorine during filling. To assure that this concentration is maintained,the 1 chlorine residual shall be measured at regular intervals in accordance with procedures described in Standard Methods and AWWA M-12 Simplified Procedure for Water Examination (Section K). i 1 ' Site Utilities 02600-6 D. During the application of the chlorine, valves shall be manipulated to prevent the treatment dosage from flowing back into the line supplying the water. Chlorine application shall not cease until the entire main is filled ' with the chlorine solution. The chlorinated water shall be retained in the main for at least twenty-four (24) hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this twenty-four(24)hour period,the treated water shall contain a chlorine residual throughout the length of the main as indicated in AWWA C601. ' E. Following the chlorination period all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system. Bacterilogical sampling and analysis of the replacement water may ' then be made by the Owner's Engineer in full accordance with AWWA Specification C601. The Contractor will be required to rechlorinate, if necessary,and the line shall not be placed in service until the requirements ' of the State Public Health Department are'met. F. Furnish two copies of a Certificate of Disinfection to the Owner. ' END OF SECTION I Site Utilities 02600-7 SECTION 02601 ' PRECAST CONCRETE MANHOLES, CATCH BASINS AND CONCRETE STRUCTURES JRES ' Part 1 GENERAL 1.01 SCOPE OF WORK ' A. Furnish all labor,materials,equipment,and incidentals required and install and test concrete manholes complete with all brickwork and cast iron frames and covers and other concrete structures as shown on the Drawings ' and/or specified herein. B. Manholes shall be constructed of 48- inch and 60-inch diameter precast concrete barrel sections unless otherwise noted on the plans. Bases shall ' be precast. C. Brickwork shall include (but is not limited to)formed inverts in manholes, ' adjusting grade for manhole frames, and covers and temporary brick plus. 1.02 RELATED WORK SPECIFIED ELSEWHERE ' A. Concrete is specified in Section 03300. B. Earthwork (excavation and backfill) is specified in Section 02200. ' 1.03 SHOP DRAWINGS A. Submit to the Engineer for approval,as provided in the General Conditions, complete sets of shop drawings for all items to be furnished under this Section. No materials shall be fabricated or shipped prior to approval of the shop drawings by the Engineer. Shop drawings for the precast concrete sections shall show at least the details of construction, reinforcing,joints, ' pipe connections and manhole rungs. Shop drawings for frames and covers shall show at least dimensions and materials. ' Part 2 PRODUCTS 2.01 MANHOLES A. GENERAL 1. The Contractor shall furnish materials and construct manholes as indicated on the Drawings,Standard Drawings,and as specified. Shop Drawings to indicate the applicable standards, materials, dimensions, ' Precast Concrete Manholes,Catch Basins &Structures 02601-1 and other details of the manholes proposed for the work are required. ' All manholes constructed under the Contract shall conform to the specifications and accepted drawings. 2. Precast concrete manhole barrels and cones shall be precast concrete ' sections. Bases may be either precast or poured concrete. Invert channels may be formed in concrete in the case of storm drains. Precast manholes shall have an adjustment ring at the top of the cone to permit the frame and cover to meet the finished surface. This shall consist of courses of brick or reinforced grading rings not to exceed 11-inches. 3. Brick manholes shall be constructed at locations indicated on the - ' Drawings with brick walls,poured concrete bases and brick inverts as detailed on the Drawings. 4. Manhole stubs shall be short pieces cut from the bell ends of the ' appropriate size and class of pipe. Vitrified clay stubs shall have vitrified clay stoppers sealed with premolded gaskets. Concrete stubs shall be plugged with brick masonry unless otherwise directed. ' S. Inverts shall conform accurately to the size of the adjoining pipes. Side inverts and main inverts where the direction changes, shall be laid out in smooth curves of the longest possible radius which is tangent,within ' the manhole, to the centerline of adjoining pipelines. 2.02 PRECAST BARRELS AND BASES ' A. Precast concrete barrel sections and precast manhole basis shall conform to ASTM Designation C478.77 and meet the following requirements: ' 1. The wall thickness shall not be less than five (5) inches for forty-eight (48 inch diameter barrel sections. 2. Sections shall have tongue and groove joints. 3. Manhole top sections shall be eccentric. 4. Type II cement shall be used except as otherwise approved. t5. Jointing shall be accomplished by bitumastic sealant, butyl rubber gasket, o rubber O ring gasket. The round rubber O ring gaskets shall conform to ASTM C443.77. The completed joint shall withstand ' an internal water pressure in excess of 15 psi without showing any leakage or displacement of the jointing material. The Contractor's supplier shall test the effectiveness of the joints against leakage. Such ' tests shall be made by an internal pressure against the joint of at least 15 psi. A complete set of records of the test shall be submitted to the Engineer. Precast Concrete Manholes,Catch Basins &Structures 02601-2 6. All sections shall be cured by an approved ASTM method and shall ' not be shipped nor subjected to loading until the concrete compressive strength has attained 3,000 psi and not before five (5) days after fab- rication and/or repair, whichever is longer. Precast barrel sections, eccentric or concentric top sections, top slabs, and bases shall be designed for a minimum of H-20 loading plus the weight of the soil above. 7. The date of manufacture and the name and trademark of the man- ufacturer shall be clearly marked on the inside of each precast section. 8. Precast concrete bases shall conform to all the requirements of the ' Specification on manhole barrel sections ASTM C478.77, and shall be installed as shown on the Drawings. 9. The thickness of the bottom slab of the precast bases shall not be less ' than the manhole barrel sections or top slab, whichever is greater. 10. All holes in sections used for their handling shall be thoroughly plugged with rubber plugs, made specifically for this prupose, or with mortar. ' The mortar shall be one part cement to 1-1/2 parts sand,mixed slightly damp to the touch (just short of"balling"), hammered into the holes until it is dense and an excess of paste appears on the surface, and then ' finished smooth and flush with the adjoining surfaces. 11. The exterior surfaces of precast manholes shall be given two heavey coats of bituminous waterproofing material. The material shall be No. ' 46-449 Heavy Duty Black made by Tnemec Company, Inc., North Kansas City, MO; no. 35-J-10 Hi Build Bituminous Coating made by Mobil Chemical Company,Edison,NJ;Bitumastic Super Service Black made by Koppers Company, Inc., Pittsburgh, PA;, or acceptable ' equivalent products. The waterproofing material shall be applied by brush or spray and in accordance with the instructions of the man- ufacturer. Time shall be allowed between coats to permit sufficient drying so that the application of the second coat has no effect on the first coat. B. Pipe Connections to Manhole: ' 1. Joints for pipe into precast manhole bases shall be the following: a. Sewer Application: Use premolded elastromeric-sealed joints for pipe into precast manhole bases. Premolded elastromeric-sealed joints shall be Lock Joint Flexible Manhole Sleeve made by National Pollution ' Control Systems, Inc., Nashua, NH; Press Wedge II made by ' Precast Concrete Manholes,Catch Basins &Structures 02601-3 f Press-Seal Gasket Corporation,Fort Wayne,IN;A-Lok Manhole Pipe Seal made by A-Lok Corpoartion, Trenton, NJ; or an ' acceptable equivalent product. b. Drainage Application: ' 1. The Contractor may, as an alternate to suitable nonshrink mortar joints use items listed in 12a. ' 2. All materials, accessories, and construction methods used in making the joints shall be supplied or approved by the manufacturer of the premolded elastromenc-sealed joint. ' 3. The Contractor shall furnish to the Engineer the man- ufacturer's written instructions for installation prior to such installation. ' 4. Openings for pipe and materials to be embedded in the walls of the base of these joints shall be cast in the base at the required locations during the manufacture of the base. ' 2.03 MANHOLE STEPS A. Steps for manholes shall be either the drop-front extruded aluminum type ' with 12-inch wide stepping surface or a raised edge-front steel reinforced polypropylene plastic type with at least a 10-3/4 inch wide stepping surface. Placement into precast walls shall be by a proven method as recommended ' by the supplier of the precast manhole sections. Steps to be placed in mortar joints of brick manhole walls shall be suitable for this type of installation. Details of the steps and method of placement shall be sub- mitted for approval. ' B. Aluminum steps shall be as made by the Aluminum Company of America, Allegheny Foundry Company, New Jersey Aluminum Company, or an ' acceptable equivalent product. The steps shall have an anchoring lip if cast into the wall or serrated legs if driven into the green concrete or polypropylene inserts after castings. Those parts of aluminum steps which will be in contact with the concrete shall be thoroughly cleaned and given ' a protective coating of an acceptable heavy-bodied bituminous material. C. Plastic steps shall be made by M.A. Industries, Inc. or acceptable equiv- alent product. The leis shall be placed into the wet concrete wall during ' manufacture or if designed for press fit installation shall be driven into a wall opening according to the manufacturer's specifications. Steps shall not be mortared into palce after the concrete has set. 4 ' Precast Concrete Manholes,Catch Basins &Structures 02,601-4 i 1 1 � 1 2.04 CATCH BASINS ' A. GENERAL 1. The Contractor shall furnish materials and construct catch basins as indicated on the drawings and as specified. Drawings to indicate the 1 applicable standards, materials, dimensions and other details of the catch basins proposed for the work are required. All catch basins constructed under the Contract shall conform to the specifications 1 and accepted drawings. 2. Precast concrete catch basins shall be constructed at locations and as detailed on the drawings. ' 3. When approved by the Engineer, catch basins may be constructed with brick or concrete block walls and poured reinforced concrete bases as an alternative to precast concrete units. 1 B. PRECAST CONCRETE CATCH BASINS ' 1. Precast reinforced concrete catch basins shall be the diameter and depth as detailed on the drawings. 2. Precast catch basins shall be set so as to be vertical and with the joint 1 between cone and base filled with mortar before setting the cone. An opening shall be cast for the discharge pipe. 1 2.05 PRECAST CONCRETE STRUCTURES A. The precast reinforced concrete structures shall be manufactured by Rotundo&Sons,Inc.,American Precast or equal. The inside dimensions, 1 headroom requirements and minimum thickness of concrete shall be as indicated on the Drawings. The manufacturer shall notify the Engineer at least five working days prior to placing concrete during the manufac- turing process. The Engineer may inspect the reinforcing steel placement and/or require the manufacturer to provide photographs of each section showing the location of all reinforcing steel prior to the placing of concrete. ' Should it be found that that placement of steel is not as detailed in the Shop Drawing submittals, the section in question shall be rejected and a replacement section shall be manufactured at the Contractor's expense. Failure to properly notify the Engineer prior to placing concrete shall ' require the precast sections to be rejected and replacement sections to be manufactured at the Contractor's expense. B. Structural design calculations and Drawings shall be prepared and ' stamped by a Professional Engineer registered in the State of Massa- chusetts. 1 Precast Concrete Manholes, Catch Basins &Structures 02601-5 �I C. All precast concrete shall have a minimum compressive strength of ' 5,000psi at 28 days. Water shall be kept to a minimum to obtain concrete which is as dense and watertight as possible. The maximum water content shall be 6 gallons per 94 lb sack and the minimum cement factor shall be 6.0(94 lb)sacks per cubic yard. The above ratios shall be revised for sacks of cement weighing different than 94 pounds per sack. D. Design Criteria: ' 1. All precast concrete members shall conform to the Building Code Requirements for Reinforced Concrete ACI 318. 2. Whenthe designyield strength'Ty"for tension reinforcement exceeds ' 40,000 psi, the "z" values referred to in ACI 318 shall not exceed 95 ksi. The flexural stress in reinforcement under service loads"fs"shall be calculated and shall not be greater-than 50 percent of the specified ' yield strength "fy". 3. The precast concrete structure's elements shall be designed to sup- port their own weight, the weight of soil above at 120 pcf and shall ' be capable of withstanding a live load equal to an AASHTO HS-20 highway loading 300 psf applied to the top slab. 4. The structural design shall take into account discontinuities in the ' structure produced by openings and joints in the structure. 5. All walls and slabs shall be analyzed by accepted engineering prin- ciples. Openings shall be completely framed as required to carry the ' full design loads to support walls. All slabs and walls shall be fully reinforced on both faces and the minimum reinforcing shall be No. 5 at 12-in E.F.E.W. Additional reinforcing shall be provided around ' all openings. E. Where top slabs are used or required, lifting hooks shall be provided. ' F. As required, access openings and pipe penetrations shall be formed openings and located as shown on the Drawings. G. Wall sleeves as shown on the Drawings, shall be provided to the precast ' concrete manufacturer for inclusion in the manufacture of the structure. 2.06 MISCELLANEOUS BRICKWORK ' A. Cement shall be domestic Portland cement conforming to ASTM Desig- nation C150, Type II. ' B. Lime for mortar shall be hydrated, conforming to ASTM Designation C207-79, Type S. Precast Concrete Manholes, Catch Basins &Structures 02601-6 C. Sand shall be clean, hard, sharp, durable particles, preferably siliceous, containing not more than five (5) percent in volume of loam, mica, clay ' or other deleterious substances,and free from injurious amounts of organic matter. The sand shall be graded from fine to coarse so that when tested ' dry,it will conform to the limits of ASTM Specification for Aggregate for Masonry Mortar, C144.. D. Mortar shall conform to ASTM C270, Type S, consisting of one part ' Portland cement, 1/4 part lime and two parts sand by volume.Mortar shall be mixed in the exact proportions specified. In general,mortar for Grade SS brick shall be mixed in the proportions of 1:1/2:4-1/2. Approximate measurement of quantities will not be permitted. Anti-freeze mixtures ' shall not be permitted in the mortar. E. Water shall be free from injurious amounts of oils,acids,alkalis,or organic matter, and shall be clean and fresh. ' F. Brick shall be sound, hard, and uniformly burned bricks, regular and uniform in shape and size, of compact texture, and satisfactory to the ' Engineer. Bricks shall comply with ASTM Standard Specifications for Sewer and Manhole Brick(Made from clay or shale),Designation C32-73. Grade SS shall be used for paved inverts and shelves,and Grade MS shall be used for walls. 2.07 FRAMES, COVERS AND GRATINGS ' A. Castings shall be of good quality,strong,tough,even-grained,smooth cast iron, free from scale, lumps, blisters, sand holes, and defects of any kind which render them unfit for the service for which they are intended. Castings shall be thoroughly cleaned and will be subjected to a hammer inspection in the field by the Engineer. All finished surfaces shall be machined to a true plane surface and shall be true and seat at all points without rocking. Allowances shall be made in the patterns so that the thickness specified or shown shall not be reduced in obtaining finished surfaces. Castings shall not be acceptable if the actual weight is less than ninety-five (95) percent of the theoretical weight computed from the ' dimensions as shown. The Contractor shall provide facilities for weighing castings in the presence of the Engineer, or shall furnish invoices to the Owner showing true weights certified by the supplier. ' B. Cast iron shall conform to ASTM A48-76 Class 30. C. Before shipment from the foundry, castings shall be given a coat of coal tar pitch varnish which shall present a coating which is smooth and tough ' but not brittle. D. The types of castings to be used for the various structures shall be as indicated on the Drawings and the following: ' Precast Concrete Manholes,Catch Basins &Structures 02601-7 1 1. Round manhole frames and covers shall be cast iron manufactured ' to the dimensions shown by LeBaron Model 246. The frames shall provide a 24-inch diameter clear opening. 2. For sewer manhole cover, design shall have a diamond pattern with the word "SEWER" centered on the cover in 3-inch high letters. Lebaron LA246 or approved equal. 3. For drain manhole cover, design shall have a diamond pattern with ' the wod "DRAIN' centered on the cover in 3-inch high letters. Lebaron LA246 or approved equal. 4. Single catch basin frame and grate shall be Lebaron LF246 or ' approved equal. 5. Beehive grate and frame for swale areas shall be Neehah R-2560-E or approved equal. ' 6. Grease and oil traps shall be corrigated metal tees as shown on the Detail Drawings. ' Part 3 EXECUTION 3.01 INSTALLATION OF SANITARY AND DRAINAGE STRUCTURES A. Work under this item shall include all necessary excavation, materials, backfill and tamping to construct proposed catch basins, manholes and precast concrete structures at the locations indicated on the Drawings in ' accordance with these Specifications. B. Manhole bases and drainage structures shall be placed on a six(6)inch bed of crushed stone as specified in Section 02200. The tops of the bases shall be shaped to mate with the precast barrel sections. C. Precast concrete barrel sections shall be set so as to be vertical and with sections in true alignment with a one-quarter(1/4)inch maximum tolerance ' to be allowed. The precast sections shall be installed in a manner that will result in a watertight joint. The outside and inside joint shall be filled with non-shrink mortar and finished flush with the adjoining surfaces before or after testing as specified below. D. Two damp-proof coatings shall be applied to the outside of all concrete structures. E. Backfilling shall not take place until the mortar in joints has set for at least 24 hours. ' F. Holes in the concrete barrel sections required for handling or other pur- poses shall be plugged with a non-shrinking grout or non-shrinking grout in combination with concrete plugs, and finished flush on the inside. ' Precast Concrete Manholes,Catch Basins &Structures 02601-8 i 1 1 1 G. Where holes must be cut in the precast sections to accommodate pipes, ' cutting shall be done prior to setting them inplace to prevent any subsequent jarring which may loosen the mortar joints. H. All work shall be protected against flooding and flotation. ' I. The areas disturbed in constructing the manholes shall be graded, and all site work necessary to achieve a finished surface as indicated on the Drawings shall be performed. Where topsoiling and seeding are required, 1 it shall be completed in accordance with these Specifications. J. If required, all new catch basins shall be constructed with a trap and hood as indicated on the standard drawings and in accordance with the direction 1 of the Engineer. K. Where directed, the casting shall be temporarily set at such grades as to provide drainage during the construction. 1 L. Manhole pipe connections for precast manhole bases may be accomplished by any method described below. The Contractor shall make sure that the outside diameter of the pipe is compatiable with the particular pipe con- nection used. 1. A tapered hold filled with non-shrink waterproof grout after the pipe ' is inserted is acceptable, providing the grout is placed carefully to completely fill around the pipe. If this method is used,place concrete encasement around the stub as shown in the drawings. THIS CON- NECTION METHOD WILL NOT BE ALLOWED WHEN CON- NECTING PVC PIPE TO MANHOLES. 2. The "Lock Joint Flexible Manhole Sleeve"which is cast in the wall of the manhole base. The stainless steel strap and exposed sleeve shall 1 be protected from corrosion with a bitumastic coating. 3. 'Press Wedge II"gasket which is cast into the wall on the manhole base. 1 The rubber wedge shall only be driven into the V slot from the outside of the manhole. 4. The "RES-SEAL', a cast iron compression ring which compresses a ' rubber "O" ring gasket into a tapered hole in the wall of the manhole base. Exposed metal shall be protected from corrosion with a bitu- mastic coating. ' 5. "KOR-N-SEAL'joint which has a neoprene boot cast into the manhole wall. It shall be installed as recommended by the manufacturer. The stainless steel clamp shall be protected from corrosions with a bitu- ' mastic coating. 1 ' Precast Concrete Manholes,Catch Basins &Structures 02601-9 3.02 INSTALLATION OF BRICKWORK tA. Mortar shall be mixed only in such quantity as may be required for immediate use, and shall be used before the initial set has taken place. Mortar shall not be retained for more than one and one-half(11/2) hours t and shall be constantly worked over with hoe or shovel until used. Prepared mortar shall not be allowed to stand in beds during the noon hour or overnight. ' B. Brick masonry shall be protected from too rapid drying by approved means and shall be protected from weather and frost, as required. ' C. Bricks shall be cleaned and thoroughly wetted shortly before they are put into the work, and each brick shall be laid in a full bed and joint of mortar without requiring subsequent grouting, flushing, or filling. Joints between bricks shall not exceed one-half (1/2) inch and shall be pointed. Bricks ' forming the shaped inverts in manholes shall be laid on edge as shown on the details. D. Manhole inverts shall be constructed to conform to the sizes of flow through ' sewers, and shall correspond in shape to the lower half of the pipe. At changes in directions, the inverts shall be laid out in curves of the longest possible radii tangent to the centerline of the sewer pipes. Shelves shall be ' constructed to the elevation of the highest pipe crown unless shown on the Drawings to be different and sloped to drain toward the flowing-through channel. E. Temporary brick plugs shall be eight(8)inches thick.Bricks shall be laid in two courses at the end of the pipe. ' 3.03 INSTALLATION OF FRAMES, COVERS AND GRATES A. Frames, covers and grates shall be set firm and true to grade, and mortar shall be placed from the top of the manhole on drainage shelves up over 1 the base flange to the top of the frame to form a collar around the frame. Where necessary to adjust for grade, the top section of the manhole shall be extended with brick masonry as specified herein. ' B. All manhole frames and grates are to be set to the grade of the permanent pavement. ' C. Fastening to wood plugs in masonry will not be permitted. All dimensions shall be verified at the site before fabrication is started. ' Precast Concrete Manholes,Catch Basins &Structures 02601-10 I 3.04 LEAKAGE TESTS A. Leakage tests shall be made an observed by the Engineer on each manhole. The test shall be by infiltration and/or exfiltration as described below. Submit a report to the Engineer detailing the test and test results. B. After the manhole has been assembled in place, all lifting holes and those exterior joints within six (6) feet of the ground surface shall be filled and pointed with an approved non-shrinking mortar. The tests shall be made ' prior to placing the shelf and invert and before filling and pointing the horizontal joints below the six (6) foot depth line. The Contractor shall furnish and put in place all temporary plugs and all equipment required ' to measure leakage rates. The Contractor shall furnish all water for testing purposes. All pipes and other openings into the manhole shall be suitably plugged and the plugs braced to prevent blow out. ' C. Infiltration Test 1. If the groundwater table is above the highest joint in the manhole, an infiltration test may be made as approved by the Engineer. If the ' manhole is judged by the Engineer as watertight,the manhole will be accepted and testing considered complete. If the Engineer is not satisfied that the manhole is watertight, the exfiltration test shall be performed. D. Exfiltration Test 1. An exfiltration test shall be made if the groundwater level is not up to the highest joint or the manhole has failed the infiltration test specified above. 2. If the groundwater table has risen above the bottom of the manhole it ' shall be lowered for the duration of the test. The manhole shall then be filled with water to the top of the cone section. If observation indicates no visible leakage, that is, no water visibly moving down the surface to the manhole, the manhole may be considered to be satis- factorily watertight. If the test as described above is unsatisfactory as determined by the Engineer, the test shall be continued. A period of time may be permitted if the Contractor so wishes to allow for ' absorption. At the end of this period the manhole shall be refilled to the top of the cone, if necessary, and the measuring time of at least eight (8) hours begun. At the end of this period, the manhole shall be ' refilled to a 24-hour rate and the leakage determined on the basis of depth. The leakage for each manhole shall not exceed one (1) gallon per vertical foot for a 24-hour period. If the test fails this requirement, ' but the leakage does not exceed three (3) gallons per vertical foot per day, repairs by approved methods may be made as directed by the Engineer to bring the leakage within the allowable rate of one(1)gallon ' Precast Concrete Manholes,Catch Basins &Structures 02601-11 per foot per day. Leakage due to a defective section or joint or ' exceeding the three (3) gallon per vertical foot per day, shall be the cause for the rejection of the manhole. It shall be the Contractor's responsibility to dissemble, reconstruct or replace it. The manhole shall then be retested and, if satisfactory, interior joints shall be filled ' and pointed. 3. No adjustment in the leakage allowance will be made for unknown causes such as leakage plugs, absorptions, etc., i.e., it will be assumed ' that all loss of water dunng the test is a result of leaks through the joints or through the concrete. Furthermore, the Contractor shall take any steps necessary to assure the Engineer that the water table is below the ' bottom of the manhole throughout the test. END OF SECTION II 1 ' Precast Concrete Manholes,Catch Basins &Structures 02601-12 SECTION 02612 REINFORCED CONCRETE PIPE Part 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals necessary, install ' reinforced concrete pipe, flared ends, and fittings for storm drain as shown on the Drawings and required by the Specifications. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Excavation is specified in Section 02200. ' B. Trench backfilling and compaction is specified in Section 02200 and Section 02612. C. Pipe cleaning and testing is specified in Section 02600. D. Rip-rap as specified in Section 02200. 1.03 APPROVAL OF MATERIALS A. Submit to the Engineer for approval shop drawings showing layout and details of reinforcement,joint and method of construction and installation of reinforced concrete pipe, specials and fittings required. 1.04 INSPECTION ' A. The supplier is responsible for the performance of all inspection require- ments as specified in ASTM C76. ' B. Inspection of the pipe may also be made by the Owner or representatives of the Owner after delivery. The pipe shall be subject to rejection at any time on account of failure to meet any of the Specification requirements, even though sample pipes may have been accepted as satisfactory at the ' dace of manufacture. Pipe rejected after delivery shall be marked for identification and shall be removed from the job at once. I Reinforced Concrete Pipe ' 02612-1 Part 2 PRODUCTS 2.01 REINFORCED CONCRETE PIPE ' A. Except as otherwise shown on the Drawings, pipe shall conform to the Standard Specifications for Reinforced Concrete Pipe ASTM Designation C76, with the strength class as indicated in the Table below. The ends of pipe shall be made true to form and dimension by casting against steel forms. MAXIMUM ALLOWABLE DEPTH ' OF COVER (FEET) Pipe Class Pipe Diameter (Inches M IV y To 21 11 17 20 ' 24 to 27 11 17 21 ' Over 27 12 17 21 B. Pipe shall have a minimum laying len&th of approximately eight (8) feet, t except for closure and other special pieces as approved by the Engineer. The length of the incoming and outgoing concrete pipe at each structure shall not exceed four (4) feet except where the joint is cast flush with the exterior wall. Maximum laying length shall not exceed sixteen (16) feet, ' but the installation of sixteen(16)feet lengths of pipe will depend upon the ability of the Contractor to handle such lengths of pipe. ' 2.02. JOINTS FOR CONCRETE PIPE A. Joint for concrete pipe shall be the tongue and groove or bell and spigot ' type of joint and shall conform to ASTM C443. Pipe shall have provisions for using a round rubber"O-ring"gasket in a recess in the spigot end of the pipe. B. The round rubber O-ring" gasket for either joint shall conform to ASTM Designation C361 Specification for Joints for Circular Concrete Sewer and ' Culvert Pipe using Rubber Gaskets. Reinforced Concrete Pipe 02612-2 i 2.03 REINFORCED CONCRETE PIPE END SECTION (Flared End) A. Reinforced concrete pipe and sections shall conform to Section M5.02.02 ' of the Massachusetts Department of Public Works Standard Specifications, and to the dimensions shown in Standard Sheet 206.80. Stone for pipe ends shall conform to the Standard Materials Specifications M2.02.03. See ' Earthwork, Section 02200-9. 2.04 PIPE BEDDING MATERIAL ' A. Pipe bedding shall extend from the bottom of trench to the spring line of the pipe. Bedding material shall be compacted crushed stone and shall conform to the Standard Material Specification M2.01.4. ' B. Material around pipe from the spring line to a point at least 12 inches over the top of pipe shall be select backfill and shall conform to the Standard Material Specification M1.03.0 Type C. ' 2.05 GRAVEL FILTER LAYER ' A. Gravel filter layer material for outfall areas shall be a crushed rock or crushed gravel, conforming to ASTM D448, Size Number 67 gradation, as follows: ' Sieve Size % Passing by Weight 1 inch 100 3/4 inch 90 - 100 ' 3/8 inch 20 - 55 No. 4 0 - 10 No. 8 0 - 5 ' 2.06 FILTER FABRIC ' A. Filter fabric shall be Mirafi 140N,manufactured by Mirafi,Inc.,Charlotte, NC 28224, or approved equal. ' Part 3 EXECUTION 3.01 LAYING CONCRETE PIPE A. As soon as the excavation is completed to the normal grade of the bottom ' of the trench, the Contractor shall immediately place gravel borrow in the trench. Then the pipe shall be firmly bedded in the gravel borrow to conform accurately to the lines and grades indicated on the Drawings. Backfilling ' and compaction shall be as previously specified in Section 02200. I , ' Reinforced Concrete Pipe 02612-3 B. All pipes shall be sound and clean before laying. When laying is n P Pn g of in progress,including lunchtime, the open ends of the pipe shall be closed by watertight plug or other approved means. Good alignment shall be' pre- served to laying. C. Screened gravel shall be placed and compacted to give complete vertical and lateral support for the lower section of the pipe as indicated on the Drawings. A depression shall be left in the supporting gravel at the joint to prevent contamination of the rubber gasket immediately before being ' forced home. Before the pipe is lowered into the trench, the spigot and bell shall be cleaned and free from dirt. Gasket and bell shall be lubricated by a vegetable lubricant which is not soluble in water,furnished by the pipe ' manufacturer,and harmless to the rubber gasket. The pipe shall be properly aligned in the trench to avoid any possibility of contact with the side of the trench and fouling the gasket. As soon as the spigot is centered in the bell ' of the previously laid pipe,it shall be forced home with jacks or come-alongs. After the gasket is compressed and before the pipe is brought fully home, each gasket shall be carefully checked for proper position around the full circumference of the joint. Steel inserts shall be used to prevent the pipe from going home until the feeler gage is used to check the final position of the gasket. The jacks or come-alongs shall be anchored sufficiently back along the pipeline (a minimum of 5 lengths) so that the pulling force will not dislodge the pieces of pipe already in place. Only a jack or come-along shall be employed to force the pipe home smoothly and evenly and hold the pipe while backfilling is in progress. Under no circumstances shall crowbars be used nor shall any of the motor driven equipment be used. ' D. When installing pipe using the steel box, any portion of the box extending below mid-diameter of the pipe shall be raised above this point prior to ' moving the box ahead. This is to prevent the separation of installed pipe joints due to movement of the box. E, As soon as the pipe is in place and before the come-along is released, ' screened gravel backfill shall be placed as indicated on the Drawings and compacted for at least one-half the length of pipe: Not until this backfill is placed shall the come-along be released. If any motion at joints can be detected, a greater amount of backfill shall be placed before pressure is ' released. When pipe laying is not in progress,including lunchtime,the open ends of the pipe shall be closed by a watertight plug or other approved means. ' F. The Contractor shall carefully regulate his equipment and construction operations such that the loading of the pipe does not exceed the loads for which the pipe is designed and manufactured. Any pipe damaged during ' construction operations shall promptly and satisfactorily be repaired or replaced at the Contractor's expense. ' Reinforced Concrete Pipe 02612-4 ' G. The Contractor shall construct at least one impervious dam of clay or concrete in the pipe bedding material every three hundred (300) feet to interrupt the unnatural flow of groundwater, after construction is com- pleted. The height of the impervious dam shall extend from the bottom of the gravel bedding to the top of the pipe. ' 3.02 STONE FOR PIPE ENDS/ENERGY DISSIPATORS A. The stone shall be placed to line and grade as shown on the plans or as ' directed on a prepared bed of embankment material or existing material. Each stone shall be carefully placed by hand,normal to the slope and firmly bedded thereon. The larger stones shall be placed directly at the drainage end to prevent erosion and displacement. Each stone shall weigh not less ' than 50 pounds nor more than 125 pounds and at least 75% of the volume shall consist of stones weighing not less than 75 pounds each. The remainder of the stones shall be so graded that when.placed with the larger stones, the entire mass will be compact with a minimum percentage of voids and minimum thickness of 6 inches. I ' 3.03 PIPE ENDS/ENERGY DISSIPATORS A. Storm drain pipe ends/energy dissipators shall consist of a protective stone covering laid on slopes in front of and around drainage pipe outlet to ensure protection of pipe ends and embankment. 1. Filter fabric shall be on laced compacted sub grade to width and P P �' dimensions indicated on Drawings. 2. Gravel for filter layer shall be spread evenly over filter fabric and compacted to a nummum density of 90% of maximum dry density as determined by ASTM D1557. ' 3. Gravel shall be placed in successive horizontal lifts as indicated on the Drawings. ' 4. Stones shall be graded and placed by hand to form a compact, stable mass. END OF SECTION ' Reinforced Concrete Pipe 02612-5 1 1 1 ' SECTION 02616 DUCTILE IRON PIPE AND FITTING Part 1 GENERAL ' 1.01 SCOPE OF WORK A. The work covered under this Section of the Specifications includes fur- nishing all plant, labor, equipment, appliances and materials, and per- forming all operations in connection with the furnishing, installing and testing of pipe, pipe fittings and specials, polyethylene film wrap,jointing materials, and accessories of various ductile iron, sizes, classes,joints and ' types, and appurtenant work, at the locations and to the lines and grades indicated, complete in place, in accordance with the Drawings and Speci- fications. ' B. Furnish all labor,materials,equipment and incidentals required to test and chlorinate water mains and appurtenances. ' 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Earthwork (trench excavation, backfill and compaction) is specified in Section 02200. B. Valves and appurtenances are specified in Section 02640. C. Site Utilities are specified in Section 02600. ' 1.03 APPROVAL OF MATERIALS t A. Within ten (10) days after execution of the Contract, the Contractor shall submit to the Engineer the following information: 1. Name of suppliers. ' 2. Expected date of delivery of materials to the job site. 3. Time schedule for the completion of the various portions of the job. B. Shop Drawings: The Contractor shall submit for approval Shop Drawings or descriptive literature, or both,showing pipe dimensions,joint and other details for each type and class of pipe to be furnished for the project. All ' pipe furnished under the Contract shall be manufactured only in accordance with the Specifications and the approved Drawings. ' 1.04 INSPECTION A. The supplier is responsible for the performance of all inspection require- ments as specified in ANSI A21.51 for pipe and ANSI A21.10 for fittings. ' Ductile Iron Pipe&Fittings 02616-1 I J ' B. Inspection of the pipe will be made b the Engineer or other representative P P P y g of the Owner after delivery. The pipe shall be subject to rejection at any ' time on account of failure to meet any of the Specification requirements, even though sample pipes may have been accepted as satisfactory at the place of manufacture. Pipe rejected after delivery shall be marked for identification and shall be removed from the job at once. 1.05 REFERENCE STANDARDS ' A. References herein to any technical society,organization,group or body are made in accordance with the following abbreviations and,unless otherwise noted or specified, all work under this Section shall conform to the latest ' edition as applicable: ANSI American National Standard Institute ASTM American Society for Testing and Materials AWWA American Water Works Association Fed. Spec. Federal Specifications ' Part 2 PRODUCTS 2.01 GENERAL ' A. Drawings and Specifications are intended to supplement and explain each other. Materials not specifically mentioned in the Specifications shall be as indicated on the Drawings. Where conflicts occur between the Drawings ' and/or Specifications, or within either document itself, the item or arrangement of better quality, greater quantity or higher cost shall be included in the Contractor's bid. Where no specific kind of quality of material is given, a first-class standard article shall be furnished. ' B. The Drawings are diagrammatic only and are intended to indicate the extent but not all details of the piping which shall be supplied. All offsets and materials are not shown,however, the Contractor shall furnish these items ' as if called for or shown. 2.02 DUCTILE IRON PIPE ' A. Ductile iron pipe shall be designed in accordance with ANSI A21.50/AWWA C150 and manufactured in accordance with ANSI A21.51/AWWA C151. B. Ductile iron pipe shall be thickness Class 52 for diameters 16 inches or less. C. Pipes shall be cement-mortar lined in accordance with ANSI ' A21.4/AWWA C104. ' Ductile Iron Pi e&Fittings 02616-L� ' D. Ductile iron pipe shall be Class 52 and furnished in nominal 18-foot lengths, with Tyton or Mechanical Joints as manufactured by U.S.Pipe and Foundry Company, Atlantic States Cast Iron Pipe Company, Clow Corporation, or ' equal with gaskets conforming to ANSI A21.11, "Rubber Gasket Joints". E. The ductile iron pipe shall be double cement lined inside and then asphalt seal coated on the outside and inside approximately 1 mil.thick. The cement ' lining shall conform to ANSI A21.4. The pipe shall be furnished along with necessary materials and equipment recommended by the manufacturer for use in joining pipe lengths and fittings. ' 2.03 FITTINGS A. Fittings shall be either plain mechanical joint or restrained mechanical joint ' fittings with body thickness and radii of curvature conforming to AWWA C153, ANSI 21-53 Class 350. The restraining at the joints shall be accomplished with cast iron retainer glands or tie rods. B. All bolts and nuts shall be Cor-Ten. C. Type of ends at the fittings in relating to valves and the connection piping ' shall be determined by the Contractor in accordance with the requirements of Drawings and Specifications prior to ordering the fittings. 2.04 SLEEVE COUPLINGS A. Sleeve couplings and accessories shall be pressure rated at least equal to that of the pipe. Couplings shall be cast iron and shall be Dresser Style 53 ' or 153, Rockwell Style 431, Baker Series 228 or acceptable equivalent product. The couplings shall be provided with"Cor-Ten"bolts and nuts or approved equal. ' B. After assembly, all exterior surfaces including the bolts and nuts shall be thoroughly coated with two coats of a heavy-duty protective coating. The interior of the coupling shall be coated with the minimum dry-film thickness of 8 mil.of a two-component,polymerized epoxy. Surfaces to receive epoxy coating shall be prepared in accordance with Steel Structure Painting Council Specifications SP-10. All surfaces to receive epoxy coating shall be preheated. Electrical continuity (copperstrip conductors) shall be ' P J provided across all joints in accordance with the manufacturers recom- mendations. Copper strips shall be cadwelded on each side of the joint. Ductile Iron Pipe &Fittings 02616-3 ' 2.05 JOINTS A. At the Contractor's option, joints shall be either push-on or mechanical ' joints conforming to ANSI A21.11/AWWA C111. Push-on and mechanical joints shall be provided with sufficient quantities of accessories conforming to ANSI A21.11/AWWA C111. ' B. All mechanical joints shall be provided with lead-tipped or copper- armored gaskets to provide electrical conductivity. All joints shall be provided with a strip connector to insure electrical continuity across the ' joint. C. Push-on Joints shall be made by first inserting the gasket into the groove of the bell and applying a thin film of non-toxic gasket lubricant uniformly over the inner surface. The chamfered end of the plain pipe shall be inserted into the gasket and forced"past it until it seats against the bottom of the socket. ' D. Mechanical Joints shall be made by first cleaning the surfaces against which the gaskets will come in contact with a wire brush. The gasket, bell, and spigot shall be lubricated by washing with soapy water just prior to assembling the joint. After the nuts have been made up finger tight, the ' bottom nut, then top and then diametrically opposite nuts shall be pro- gressively tightened. The tightening process should be repeated until the nuts are within the following range of torques: Pipe Size Bolt Diameter Torque Wrench Length ' In Inches Inches nches In Inches Inches nches 3 5/8 40-60 8 ' 4-24 3/4 60-90 10 30-36 1 70-100 12 42-48 1-1/4 90-120 14 ' If a regular socket wrench is used with average pull,the torque is subject to testing with a torque wrench. If effective sealing is not attained, the ' joint shall be disassembled, cleaned and reassembled. Bolts shall not be over stressed to tighten a leaking joint. E. Mechanical joint valve and hydrant tees, and hydrant connecting pieces ' shall be item numbers U591 and U592 by U.S.Pipe,item numbers F01211, F1215, F1216, F1217, F1218, F1221 by Clow, or equivalent. ' Ductile Iron Pipe&Fittings 02.616-4 ' 2.06 LINING AND COATING A. All pipe and fittings shall have a cement mortar lining and bituminous seal ' coat on the inside in accordance with ANSI A21.4, except that cement mortar lining shall be one-eighth (1/8) inch thickness for pipe and fittings, fourteen (14) inch to twenty (20) inch diameter with a plus tolerance of ' one-eighth (1/8) inch. 2.07 THRUST BLOCKS (See Specification Section 02640, Valves and Appurte- nances. Part 3 CONSTRUCTION METHODS 3.01 GENERAL A. All water pipes shall be installed as shown on the Drawings with a minimum depth to cover the pipe of five feet and six inches. Backfill materials shall ' be as shown on the Drawings and as specified in Section 02200,Earthwork. ' 3.02 HANDLING DUCTILE IRON PIPE AND FITTINGS A. Care shall be taken in loading,transporting,and unloading to prevent injury to the pipes, linings, or coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before laying and no piece shall be installed which is found to be defective. Any damage to the pipe coatings shall be repaired as directed by the Engineer. ' B. If any defective pipe is discovered after it has been laid,it shall be removed and replaced with a sound pipe in a satisfactory manner by the Contractor at his own expense. All pipe and fittings shall be thoroughly cleaned before laying, shall be kept clean until used in the completed work,and when laid shall conform to the lines and grades required. ' 3.03 LAYING DUCTILE IRON PIPE AND FITTINGS A. Ductile iron pipe and fittings shall be installed in accordance with the requirements of AWWA Standard Specification C600, except as otherwise ' provided herein. The pipe shall be bedded in screened gravel to mid- diameter of pipe. Blocking will not be permitted. B. All pipe shall be sound and clean before laying. When laying is not in ' progress,including lunchtime, the open ends of the pipe shall be closed by watertight plugs or other approved means. Good alignment shall be pre- served in laying. The deflection at joints shall not exceed that recommended by the manufacturer. Ductile Iron Pi e&Fittings 02616-9 ' Fittings, in addition to those shown on the Drawings, shall be provided if required in crossing utilities which may be encountered upon opening the ' trench. C. When cutting of pipe is required, the cutting shall be done by machine leaving a smooth cut at right angles to the axis of the pipe. Cut ends of pipe to be used with a push-on bell shall be beveled to conform to the man- ufactured spigot end. Cement lining shall be undamaged. D. The Contractor shall construct at least one impervious dam of clay or ' concrete in the pipe bedding material every three hundred (300) feet to interrupt the unnatural flow of groundwater after construction is complete. The height of the impervious dam shall extend from the bottom of the gravel bedding to the top of the pipe. 3.04 JOINTING DUCTILE IRON PIPE (PUSH-ON TYPE) ' A. Push-on joints shall be made in strict accordance with the manufacturer's instructions. A rubber gasket shall be inserted in the groove of the bell end of the pipe and the joint surface cleaned and lubricated using the pipe ' manufacturers suggested methods and materials. The plain end of the pipe to be laid shall then be inserted in alignment with the bell of the pipe to which it is to be jointed and pushed home with a jack or by other means. After joining the pipe, a metal feeler gauge shall be used to make certain that the rubber gasket is correctly located. 3.05 JOINTING MECHANICAL JOINT PIPE AND FITTINGS ' A. Mechanical joints at valves, fittings, and where designated shall be in accordance with the "Notes on Method of Installation" under ANSI Spec- ification A21.11 and the instruction of the manufacturer. To assemble the joints in the field, the Contractor shall thoroughly clean the joint surfaces and rubber gasket with soapy water before tightening the bolts. Bolts shall be tightened to the torques listed: Range of Torque Bolt Size chest (Feet - Pounds), 5/8 45 - 60 3/4 75 - 90 1 inch 85 - 100 ' Under no conditions shall extension wrenches or a pipe over the handle of an ordinary ratched wrench be used to secure greater leverage. After installation,a heavy bitumastic coating shall be applied to all bolts and nuts. Ductile Iron Pipe&Fittings ' 02616-b ' 3.06 ASSEMBLIES A. Pipe with restrained joints shall be installed at locations shown on the ' Drawings and as specified. Bends, reducers, tees, valves, dead ends, and hydrants are among the places where thrust forces create unbalanced forces in the piping and where the pipe and fittings shall be restrained. The minimum length of pipe to be restrained on either side of the joint shall be as shown on the table below. The fittings of the new piping shall be for restrained joints, as marked on the Drawings. ' Number of Joints to Restrain on Either Side of Fitting Fitting (Based on 18-ft. Pipe Length 90 degree bend 2 ' 45 degree bend 1 22 1/2 degree bend 1 ' Tee: Branch 2 Run 2 ' B. No restraining is required in the direction of the existingpipe if only a short length of it is exposed in the trench for making a connection. 0 y ' C. Concrete thrust blocks shall be used instead of restrained joints shall be used only at locations where no sufficient length of pipe is available for restraining. D. Restrained joint assemblies for push-on pipe and fittings shall be made in strict accordance with the manufacturer's recommendation. END OF SECTION Ductile Iron Pipe&Fittings 02616-Y SECTION 02622 ' POLYVINYL CHLORIDE PIPE Part 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor,materials,equipment,and incidentals required and install and test polyvinyl chloride(PVC)pipe and appurtenances for gravity sewer ' system,drainage system and force main water applications as shown on the Drawings and as specified herein. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Excavation is specified in Section 02200. ' B. Backfill is specified in Section 02200. ' 1.03 SUBMITTALS A. Comply with pertinent provisions of the General Conditions,Section 01300, Submittals. ' B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this section; ' 2. Manufacturer's specifications and other data needed to prove com- pliance with the specified requirements; ' 3. Manufacturer's recommended installation procedures which, when approved by the Engineer, will become the basis for accepting or rejecting actual installation procedures used on the work. 1.04 INSPECTION A. The supplier is responsible for the provisions and all test requirements for ' gravity pipe and PVC pressure rated pipe. In addition, all PVC pipe to be installed under this Contract may be inspected at the plant for compliance with these specifications by an independent testing laboratory selected by ' the Owner. The Contractor shall require the manufacturer's cooperation in these inspections. B. Inspection of the pipe may also be made by representatives of the Owner after delivery. The pipe shall be subject to rejection at any time on account of failure to meet any of the Specification requirements,even though sample I ' Polyvinyl Chloride Pipe 02622-1 ' pipes may have been accepted as satisfactory at the place of manufacture. Pipe rejected after delivery shall be marked for identification and shall be removed from the job at once. Part 2 PRODUCTS 2.01 POLYVINYL CHLORIDE PIPE (PVC) GRAVITY SEWER SYSTEM A. Polyvinyl chloride pipe and fittings for gravity sewer shall be Type PSM polyvinyl chloride PVC) SDR 26 with full diameter dimensions and shall ' conform to the specifications for Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, ASTM D3034. PVC pipe shall have an integral wall ball and spigot push on joint with elastomeric gaskets secured in place in the bell of the pipe. The bell shall consist of an integral wall section with a solid cross-section elastomeric ' gasket factory assembled securely locked in place to prevent displacement during assembly. Elastomeric gaskets shall conform to ASTM D3212. B. All pipe shall be thoroughly inspected by the Engineer upon delivery and ' any pipe conforming to the above requirements will be rejected and removed immediately from the site of the work by the Contractor. The Engineer will apply all standard tests of the pipe necessary to assure con- formity within the specifications.All such tests shall be made in accordance ' with the methods prescribed by and the acceptance or rejection of PVC pipe shall be based upon the ASTM Standard Specifications referred to above. ' C. Pipe which is out of round or otherwise defective will be rejected even though it meets the strength requirements of the specifications. Rejected pipe shall be removed from the site at once. ' D. All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of pipe. 2.02 POLYVINYL CHLORIDE PIPE (PVC) FORCE MAIN WATER SYSTEM A. Ployvinyl Chloride (PVC) pipe shall conform to AWWA C-900-latest revision,for"Polyvinyl Chloride(PVC)Pressure Pipe". Pipe shall be Class 150 and shall meet the requirements of Dimension Ration (DR) 18. Polyviny_62hloride Pipe f � 1 1 1 Pie Thickness Outside Diameter P iz (Inches) DR (Inches) ' 4" .267 18 4.80 6" .383 18 6.90 8" .503 18 9.05 1 10" .617 18 11.10 12" .733 18 13.20 1 B. PVC pipe shall have an integrally formed bell of hydrostatic design strength equivalent to the pipe barrel. The joint shall use a solid cross section elastomeric sealing ring meeting the requirements of ASTM F-477. lSufficient lubricant shall be provided by the manufacturer. C. Pipe manufacturer shall be a member in good standing of the Uni-Bell 1 PVC Pipe Association. D. If requested,the manufacturer shall submit a certificate of compliance for the pipe to ensure that it meets the requirements of AWWA C-900, and 1 bears approval of National Sanitation Foundation, Underwriters Labo- ratory and Factory Mutual. E. The pipe shall be blue in color; the universal standard for potable water. F. Fittings: Fittings shall be either plain mechanical joint or restrained mechanical joint fittings with body thickness and radii of curvature conforming to 1 AWWA C-153, NSA 21-53, Class 350. The restraining at the joints shall be accomplished with cast iron retainer glands or tie rods. Type of ends at the fittings in relating to valves and the connection piping 1 shall be determined by the Contractor in accordance with the requirements of Drawings and Specifications prior to ordering the fittings. 1 2.03 POLYVINYL CHLORIDE (PVC) DRAIN PIPE AND FITTINGS A. Polyvinyl chloride pipe and fittings shall be Type PS-46 PVC or ASTM D3034 (SDR-35). Perforated drain pipe shall conform to ASTM Desig- nation F758. Perforated pipe shall furnished in lengths f n m re 1 p p be fu s ed o of o than 20 feet. 1 B. Pipe and fittings shall have bell and spigot push-on joints meeting the applicable requirements of ASTM D3213. 1 Polyvinyl Chloride Pipe 22-3 1 i ' 2.04 FILTER FABRIC A. Filter fabric for storm drain leaching trenches shall be a non-woven ' polypropylene fabric made specifically for use in subsurface drainage structures equal to Mirafi, 140N,manufactured by Mirafi,Inc.,Charlotte, NC 28224, or approved equal. ' Part 3 EXECUTION 3.01 INSTALLING POLYVINYL CHLORIDE PIPE GRAVITY SEWER SYS- TEM A. Pipe and fittings shall be installed in accordance with ASTM D2321 ' (Bedding Classifications) except that crushed stone shall be placed to one foot above the top of the pipe. As soon as the excavation is completed to the grade of the bottom of the trenches, the Contractor shall immediately place a bed of crushed stone. The pipe shall then be laid accurately to line ' and grade. Bell holes shall be excavated so that only the barrel of the pipe. shall bear upon the gravel over the trench bottom. Blocking under the pipe will not be permitted. Crushed stone shall be placed to mid-diameter and ' thoroughly compacted to give firm support of the pipe. The spigot shall be pushed home into the adjacent bell to form a closed joint. The interior of each pipe shall be inspected while being jointed to see that the alignment is preserved. The pipe having been joined, crushed stone will be placed to ' one foot over the top of the pipe. Complete backfilling as specified in Section 02200. B. Installing and jointing instructions of the pipe manufacturer shall be fol- lowed explicitly. Any pipe having defective joint surfaces shall be rejected, marked as such, and immediately removed from the job site. ' C. All pipe shall be sound and clean before installation. When installation is not in progress, including lunch time, the open ends of the pipe shall be closed by watertight plug or other approved means. Good alignment shall be preserved during installation. . ' D. PVC pipe shall be connected to concrete structures by one of the methods described in Section 02601. Cement mortar grout will not be allowed for connecting PVC gravity sewer pipe to manholes. 3.02 INSTALLING POLYVINYL CHLORIDE PIPE FORCE MAIN WATER ' SYSTEM A. Care shall be taken in loading, .transporting, and unloading to prevent injury to the pipe. Pipe or fittings shall not be dropped. All pipe or fittings ' shall be examined before laying,and no pieces shall be installed which are found to be defective. Any damage to the pipe shall be repaired as directed by the Engineer. Handling and laying of pipe and fittings shall be in accordance with the manufacturer's instruction and as specified herein. 1 ' Polyvinyl Chloride Pipe UM22-4 I ' B. Embedment material shall conform to Class I or II as defined in ASTM D2321 and in accordance with the pipe manufacturer's recommendations. C. All pipe and fittings shall be thoroughly cleaned before laying, shall be kept clean until they are used in the work, and when laid, shall conform to the lines and grades required. PVC pipe shall be installed in accordance with requirements of AWWA Standard Specification C900 and AWWA Manual M-23 except as otherwise provided herein. A firm, even bearing throughout the length of the pipe shall be constructed by tamping selected material at the sides of the pipe up to (mid-diameter then selected fill up to) 1 foot over the top of the pipe. Blocking will not be permitted. If any defective pipe is discovered after it has been laid,it shall be removed and replaced with a sound pipe in a satisfactory manner by the Contractor, at ' his own expense. D. All pipe shall be sound and clean before laying. When laying is not in progress, including lunchtime, the open ends of the pipe shall be closed ' by watertight plugs or other approved means. Good alignment shall be preserved in laying. The deflection at joints shall not exceed that rec- ommended by the manufacturer. Fittings, in addition to those shown on ' the Drawings, shall be provided, if required, for crossing utilities which may be encountered upon opening the trench. Solid sleeves shall be used only where approved by the Engineer. ' E. When cutting pipe is required,the cutting shall be done by machine,leaving a smooth cut at right angles to the axis of the pipe. Cut ends of pipe to be jointed with a bell shall be beveled to conform to the manufactured spigot ' end. F. The Contractor shall have on hand at the start of the job, one 1/16 bend and one 1/8 bend for each size of pipe. These shall be used as job con- ditions require. 3.03 THRUST BLOCKS A. Thrust restraints (cement concrete thrust blocks and/or clamps and tie rods) shall be installed in accordance with the relevant provisions of the standard details shown on the Drawings and the directions of the Engineer. ' The Contractor shall discuss with the Engineer the method(s)to be utilized to restrain thrust prior to installing bends,tees,hydrants and the like. Test pits may be required in areas of existing utilities to determine exact location ' and dimensions of thrust restraints to be installed by the Contractor. B. Concrete for thrust blocks shall be no leaner than one part cement,2-1/2 parts sand and 5-1/2 parts stone and shall have a minimum 28 days ' compressive strength of 2000 psi. Transit mix concrete may be used subject to approval of the Engineer. ' Polyvinyl Chloride Pipe U2622-5 t ' 3.04 INSTALLING POLYVINYL CHLORIDE (PVC) DRAIN PIPE A. Drain pipe shall be installed to the lines, grades, and slopes indicated on ' the Drawings in accordance with ASTM D2321. B. Filter fabric shall be placed in the storm drain leaching trenches in full contact with the existing ground over the full bottom of the trench and sides,before installation of embedment material and pipe. Width of trench (minimum) shall be as indicated on the Drawings. C. Backfill and bedding for the pipe shall consist of embedment Material ' indicated on the Drawings. Material shall be spread within the filter fabric and compacted in 6 inch lifts to 95%maximum dry density in accordance with ASTM D1557. Backfill around pipe shall be carefully placed so as ' not to disturb pipe alignment. D. After installation of pipe and stone embedment materials to the required elevations, the filter fabric shall be overlapped at the top of the trench a ' minimum of 8 inches before backfilling to finished grade. 3.05 CLEANING AND REPAIR A. The Contractor shall,on completion,clean the entire sanitary sewer system of all debris and obstructions. This shall include (but not be limited to) removal of all formwork from structures, concrete and mortar droppings, ' construction debris,and dirt. The system shall be thoroughly flushed clean and the Contractor shall furnish all necessary hose,pumps,pipe and other equipment that may be required for this purpose. No debris shall be flushed into existing sanitary sewers or streams; all debris shall be removed from ' the system. B. After the system has been cleaned,the Contractor shall thoroughly inspect ' the system and all repairs shown to be necessary shall be promptly made by the Contractor. C. All cleaning and repair work as specified herein shall be done at the ' Contractor's expense and to the complete satisfaction of the Engineer. 3.06 TESTING ' A. Test pipe for joint tightness by either low pressure air testing or by hydraulic testing. 3.07 LOW PRESSURE AIR TESTING (GRAVITY SEWER PIPE) A. After completing backfill of a section of pipe,the Contractor shall conduct ' a Line Acceptance Test using low pressure air. The Test shall be performed using the equipment listed below according to the specified procedures and under the supervision of the inspecting engineer. ' Polyviny_l C22l�oride Pipe I ' 1. Pneumatic plugs shall have a sealing length equal to or greater than the diameter of the pipe to be tested. ' 2. Pneumatic plugs shall resist internal test pressures without requiring external bracing or blocking. 3. All air used shall pass through a single control panel. 4. Three individual hoses shall-be used for the following connections: a. From control panel to pneumatic plugs for inflation; ' b. From control panel to sealed line for introducing the low pressure air; c. From sealed line to control panel for continually monitoring the ' air pressure rise in the sealed line. B. The following testing procedures shall be explicitly followed: 1. All pneumatic plugs shall be seal tested before being used in the actual test installation. One length of pipe shall be laid on the ground and sealed at both ends with the pneumatic plugs to be checked. Air shall ' be introduced into the plugs to 25 psig. The sealed pipe shall be pressurized to 5 psig. The plugs shall hold against this pressure without bracing and without movement of the plugs out of the pipe. 2. After a manhole to manhole reach of pipe has been backfilled and ' cleaned,and the pneumatic plugs are checked by the above procedure, the plugs shall be placed in the line at each manhole and inflated to 25 psig. Low pressure air shall be introduced into this sealed line until ' the internal air pressure reaches 4 psig greater than the average back pressure of any groundwater that may be over the pipe. At least two minutes shall be allowed for the air pressure to stabilize. After the . ' stabilization period (3.5 psig minimum pressure in the pipe), the air hose from the control panel to the air supply shall be disconnected. The portion of the line being tested shall be termed"Acceptable"if the ' time required in minutes for the pressure to decrease from 3.5 to 2.5 psig (greater than the average back pressure of any groundwater that may be over the pipe) shall not be less the time shown for the given diameters in the following table: 1 Pipe Diameter In Inches Minutes ' 4 2.0 6 3.0 8 4.0 10 5.0 12 5.5 15 7.5 I ' ' Polyvinyl Chloride Pipe M622-7 ' 18 8.5 21 10.0 ' 24 11.5 3. In areas where groundwater is known to exist, the Contractor shall ' install a one-half (1/2) inch diameter capped pipe nipple, approxi- mately ten (10) inches long, through the manhole wall on top of one of the sewer lines entering the manhole. This shall be done at the time the sewer line is installed. Immediately prior to the performance of ' the Line Acceptance Test, the groundwater shall be determined by removing the pipe cap, blowing air through the pipe nipple to clear it then attaching a clear plastic tube to the nipple. The tube shall then ' be held vertically and a measurement of the height is taken after the water has stopped rising in this plastic tube. The height in feet shall be divided by 2.3 to establish the pounds of pressure that will be added ' to all readings. (For example, if the height of water is eleven and one-half [11 1/2] feet, then the added pressure will be 5 psig. This increases the 3.5 psig to 8.5 psig, and the 2.5 psig to 7.5 psi . The allowable drop of one pound and the timing remain the same ' C. If the installation fails to meet this requirement,the Contractor shall, at his own expense, determine the source of leakage. He shall then repair or replace all defective materials and/or workmanship. 3.08 PIPE DEFLECTION TESTING (GRAVITY SEWER PIPE) ' A. Six months following completion of the backfill over the PVC pipe instal- lation, the pipeline shall be tested for deflection using a "go/no-go" deflection mandrel. The "go/no-go" gauge shall be passed through all ' sections of the pipeline. B. Pipe deflections shall be measured and converted to percent deflection. Deflections shall be recorded,with a copy of results submitted to Engineer. ' Test results shall be mailed or delivered to Engineer not later than the day following the day on which test was made. C. Section of pipe with deflection greater than 7.5% shall be replaced. ' 3.09 PRESSURE TESTING A. Procedure and Method of Testing Water Mains ' 1. Prior to testing, pressure mains shall be thoroughly flushed out until water is clear using not less than 750 gallons per minute to remove any ' foreign materials which may have entered the system during con- struction. ' Polyvinyl C2hloride Pipe ' 2. The Contractor shall provide all necessary equipment and shall per- form all work required in connection with the tests. All pipe shall be tested by hydrostatic pressure fifty percent (50%) in excess of the ' normal working(system)pressure or 150 psi,whichever is greater,and as per NFPA#13. The Contractor is to furnish Owner with completed certificate. Each section tested shall be slowly filled with water,taking care to expel all air from the pipes. If necessary, the pipes shall be tapped at high points to vent the air. Required pressure as measured at the point of lowest elevation shall be applied for not less than four ' (4) hours, and all pipe, fittings, valves, hydrants, and joints shall be carefully examined for defects. Leaky jointing shall be made watertight. 3. Leakage shall be determined with the pipe under normal working pressure. Water shall remain in line under pressure during wating period. All other types of joints may be tested when convenient. No pipe installation will be accepted unless and until the leakage is less than or equal to the allowable leakage based on the following formula: ' L = nd T/1850 [n times d times square root of.(T divided by 1850)] ' L = allowable leakage in gal/hr n = number of joints in the line being tested ' d = nominal diameter of line in inches T = average test pressure in psi 4. Sections of mains under test must be properly secured during testing ' to prevent damage to system from pipe movement or disturbance. B. If leakage exceeds the specified amount,the Contractor shall at his expense make the necessary repairs or replacements required to permanently ' reduce the leakage to within the specified limit, and the tests shall be repeated until the leakage requirement is met. Any defects found in the system shall be made good at the expense of the Contractor so as to conform strictly to the Specifications and to the satisfaction of the Owner's Agent. All repairs shown neceessary by the tests are to be made:broken or cracked pipe replaced,all deposits removed,and all pipe left true to line and grade, and entirely clean, free from lumps of cement, protruding gaskets, bulk- heads,etc.,and ready for use before final acceptance is made by the Owner. 3.10 CHLORINATION OF WATER PIPELINES ' A. Before being placed in service, all new water pipelines shall be chlorinated in accordance with AWWA C601, Standard Procedure for Disinfecting Water Mains", with the exception of the twenty-four (24) hour available chlorine residual. ' Polyvinyl Chloride Pipe 02622-9 1 ' B. The location of the chlorination and sampling points will be determined by the Owner's Engineer in the field. Taps for chlorination and sampling shall be installed by the Contractor. The Contractor shall uncover and back-fill ' the taps as required. C. The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines, and then introduce a 25 mg/1 chlorine solution in approved dosages through a tap at one end while water is being withdrawn at the other end of the line. The chlorine concentration in the water in the pipe shall be maintained at a minimum of 25 mg/1 available ' chlorine during filling. To assure that this concentration is maintained,the chlorine residual shall be measured at regular intervals in accordance with procedures described in Standard Methods and AWWA M-12, Simi2lified ' Procedure for Water Examination, (Section K). D. During the application of the chlorine, valves shall be manipulated to prevent the treatment dosage from flowing back into the line supplying the ' water. Chlorine application shall not cease until the entire main is filled with chlorine solution. The chlorinated water shall be retained in the main for at least a twenty-four (24) hour period, the treated water shall contain a chlorine residual throughout the length of the main as indicated in AWWA ' C601. E. Following the chlorination period all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution ' system. Bacterilogical sampling and analysis of the replacement water may then be made by the Owner's Engineer in full accordance with the AWWA Specification C601. The Contractor will be required to rechlorine, if ' necessary,and the line shall not be placed in service until the requirements of the State Public Health Department are met. F. Furnish two copies of a Certificate of Disinfection to the Owner. END OF SECTION ' Polyvin 1 Chloride Pipe 0622-10 1 SECTION 02640 VALVES AND APPURTENANCESPart 1 GENERAL 1.01 SCOPE OF WORK A. The work covered under this Section of the Specifications includes the furnishing of all plant,labor, equipment,appurtenances and materials,and in performing all operations in connection with the furnishing, installing and testing of the valves and appurtenances,at the location indicated and/or as directed, complete in place in accordance with the Drawings and ' Specifications. 1.02 SHOP DRAWINGS t A. The Contractor shall submit for approval Shop Drawings or descriptive literature or both for each type of valve furnished in order to prove adherence to all items in this specification. ' 1.03 RELATED WORK NOT INCLUDED A. Restrained joints are included under Section 02616. Part 2 PRODUCTS ' 2.01 GATE VALVES A. Gate valves shall meet or exceed the requirements of AWWA C500. Valves shall be rated a minimum 200 psi working pressure and 400 psi minimum ' test pressure. Valves shall be of the iron body, bronze mounted, double disc, parallel seat, non-rising stem type fitted with "O-Ring" seals. B. Gate valves shall be designed for buried service and as manufactured by American Darling Valve, U.S. Pipe Corporation, Mueller Company or approved equal. ' C. All operating nuts shall be 2-inches square at the base, tapering to 1-15/16-inches square at the top. D. All gate valves, shall open to the left. All post indicator valves on fire ' protection lines shall open to the left. E. All valves shall have mechanical joint ends, complete with all accessories. Bolts shall be CorTen or approved equal. ' F. The interior of all valve bodies and other ferrous metal parts which will come in contact with water shall be epoxy coated conforming with AWWA C550. ' Valves&Appurtenances 02640-1 1 1 1 ' G. All bonnet bolts,seal plate bolts,stuffing box bolts,and other bolts in contact with soil (except for MJ bolts) shall be 18-8 Type 304 stainless steel or Everdur bronze. ' H. The official shall be provided with two valve keys with handles long enough to extend 3-inches above finished grade for each size and type of valve. ' 2.02 POST INDICATOR VALVES A. All post indicator valves shall conform to AWWA C500-80 or latest revision ' thereof unless otherwise stated herein and be Factory Mutual approved, and Underwriters Laboratory listed. B. All fire protection valves shall be iron body,bronze trim gate valve,building ' mounted as specified by the Architect. 2.03 HYDRANTS ' A. Hydrants shall conform to the requirements of AWWA C502 and/or to the type used by the particular municipality, city or town involved as specified. ' 1. Hydrant shall be Mueller Centurion, Clow Medallion or approved equal and shall conform to the "Standard Specifications for Fire Hydrants for Ordinary Water Works Service,"AWWA C-502-73, and ' shall in addition meet the specific requirements and exceptions which follow. 2. Hydrants shall conform to AWWA C502, or latest revision thereof, ' unless otherwise stated herein. 3. Hydrants shall. be of the compression type, opening against the pressure. ' 4. Hydrants shall have a 5-1/4-inch opening in the valve seat. The main valve shall be solid rubber, and may be inforced with steel. ' S. Hydrants shall have two 2-1/2-inch hose nozzles, 180 degrees apart, and one 4-1/2-inch steamer nozzle. 6. All nozzle threads are to be National Standard Thread. ' 7. Hydrants shall have a non-corrosive drain-way of bronze or epoxy coated cast iron, or approved equal. 8. Each hydrant shall be of the "breakable flange" (traffic model) such ' that if the hydrant barrel is broken off,the hydrant valve is closed with line pressure preventing loss of water and consequent flooding in the event of traffic damage. 9. Hydrants shall be so arranged that the direction of outlets may be turned 90 degrees without interference with the drip mechanism and without the mechanism obstructing the discharge from any outlet. ' Valves&Appurtenances 02640-2 i ' 10. Hydrants must be capable of being extended without removing any operating parts. ' 11. A bronze nut and check nut shall be provided to hold the main hydrant valve on its stem. 12. Hydrants must open by turning operating nuts to left and must be ' marked with an anrrow and word 'open" to indicate the direction to turn stem to open hydrant. 13. All iron work to be set below ground,after being thoroughly cleaned, ' shall be painted with two coats of asphalt varnish specified in AWWA C502 and iron work to be left above ground shall be shop painted with two coats of paint of quality and color to correspond to the presort ' standard of the city. 14. All nozzle caps shall be cast iron and shall be secured to the hydrant barrel with chains. ' 15. Hydrants shall open to the left. 16. If the mating surfaces between the hold down nut and the operating nut are other than bronze to bronze, the hydrant shall be fitted with ' a thrust washer to ease in opening the hydrant. 17. Hydrant inlet shall be mechanical joint,.with all accessories,and shall ' accommodate 6-inch ductile iron pipe. 18. Hydrants shall have a bronze seat ring threaded to a bronze sub-seat. 19. Hydrant drain valves shall momentarily force flush each time the ' hydrant is operated. 20. Hydrants shall have a minimum of two drain ports, each with a minimum net diameter of one,quarter inch. ' 21. Hydrant tops shall be so designed that no part of the threads of the main stem shall be in contact with water. 22. Oil or grease may be used as a lubricant. 23. Two o-rings shall be used to seal the operating mechanism from water in the barrel. ' 24. One o-ring shall be used to seal the upper end of the operating mechanism from atmospheric moisture. ' 25. The carbon steel stem shall be bronze sheathed where it contacts the lower o-rings. 26. Hydrants shall be so designed that only the bonnet and lubrication ' chamber, or bonnet and seal plate,need to be removed to change.the main valve and seat. ' Valves&Appurtenances 02640-3 ' 27. An o-ring seal shall be provided in the valve assembly to insure that water cannot leak from the hydrant boot or shoe in the hydrant barrel or drain way. ' 28. All o-ring seals in the main valve area shall seat against bronze or epoxy-coated cast iron. 29. The threads of the main valve seat ring shall not be designed as a sealing thread. 30. The interior surfaces of the boot or shoe shall be epoxy-coated con- forming with AWWA C550. 2.04 TAPPING SLEEVE, VALVE AND BOX A. Tapping sleeves shall meet the requirements of AWWA and be of the bolted-sleeve type with a mechanical joint connection to the existing water main and flanged end outlets for connecting the tapping valves. The tapping ' sleeves shall be suitable for a working water pressure of 200 psi and outlet flanges shall conform to the 125-pound American Standard with Cor-Ten or cadmium plated cast iron nuts and bolts. The tapping sleeve shall be ' Model No. H615 manufactured by Mueller Company or approved equal. B. The gate valves furnished with the tapping sleeves shall be Model No.H667 manufactured by Mueller Company or approved equal. ' 2.05 VALVE BOXES ' A. Each gate valve shall be provided with a valve box and cover. Valve boxes shall be of the adjustable, telescoping, heavey-patter type with the lower part of cast iron and the upper part of steel or cast iron. They shall be designed to prevent the direct transmission of traffic loads to the pipe or ' valve. The upper portion shall be provided with a flange having sufficient bearing area to prevent undue settlement. The lower section shall be designed to enclose the operator and stuffing box of the valve and reset on ' the bonnet. The inside diameter of boxes for valves shall be at least 4-1/2 inches and provisions shall be made for adjustment through at least 6-inch vertical without reduction of lap between sections to less than 4-inches. ' B. Covers shall have the "water" cast in the top with the direction of opening indicated by an arrow. Valves&Appurtenances 02640-4 ' 2.06 THRUST BLOCKS A. Thrust restraints (cement concrete thrust blocks and/or clamps and tie ' rods) shall be installed in accordance with the relevant provisions of the standard details shown on the Drawings and the directions of the Engineer. The Contractor shall discuss with the Engineer the method(s)to be utilized to restrain thrust prior to installing bends,tees,hydrants and the like. Test ' pits may be required in areas of existing utilities to determine exact location and dimensions of thrust restraints to be installed by the Contractor. ' B. Concrete for thrust blocks shall be no leaner than one part cement, 2-1/2 parts sand and 5-1/2 parts stone and shall have a minimum 28 days com- pressive strength of 2000 psi. Transit mix concrete may be used subject to ' approval of the Engineer. Part 3 EXECUTION ' 3.01 GATE VALVES A. Gate valves and boxes shall beset with the operating stem vertically aligned in the center of the valve box. Valves shall be set on a firm foundation and ' supported by tamping screened gravel under and at the sides of the valve. 3.02 TAPPING SLEEVES AND GATE VALVES ' A. Before backfilling, all exposed portions of any bolts used to hold the two halves of the sleeve together shall be heavily coated with two coats of ' bituminous paint comparable to Bitumastic No. 50, by Kopper Company, Inc. B. Installation shall be made under pressure and the flow of water through the existing main shall be maintained at all times. The diameter of the tap ' shall be a minimum of 1/4-inch less than the inside diameter of the branch line. ' C. The entire operation shall be conducted by workmen thoroughly experi- enced in the installation of tapping sleeves and valves, and under super- vision of qualified personnel furnished by the manufacturer. The tapping ' machine shall be furnished by the Contractor. D. The Contractor shall determine the location of the existing main to be tapped to confirm the fact that the proposed position for the tapping sleeve will be satisfactory and no interference will be encountered such as the occurrence of existing utilities or of a j oint or fitting at the location proposed for the connection. No tap will be made closer than 3-feet from a pipe joint. ' E. Tapping valves shall be set in vertical position and be supplied with a 2-inch square operating nut. The valve shall be provided with an oversized seat to permit the use of full sized cutters. ' Valves&Appurtenances 02640-5 1 ' F. Tapping sleeves and valves with boxes shall be set vertically and squarely centered on the main to be tapped. Adequate support shall be provided under the sleeve and valve during the tapping operation. Sleeves shall be ' no closer than three feet from water main joints. Thrust blocks shall be provided behind all tapping sleeves. Proper tamping of supporting earth around and under the valve and sleeve is mandatory. After completing the ' tap, the valve will be flushed to ensure that the valve set is clean. 3.03 VALVE BOXES ' A. Valve boxes shall be installed vertically, centered over the operating nut, and the elevation of the tap shall be adjusted to conform with the finished surface of roadway or other surface at the completion of the contract. Boxes ' shall be adequately supported during backfilling to maintain vertical alignment. 3.04 HYDRANTS 1. Hydrants shall have the interiors carefully cleaned of all foreign matter ' before installation,and shall be inspected in open and closed positions. 2. Hydrants shall be set plumb with the steamer nozzle facing the roadway. 3. Hydrants shall be set with the center of the operating nut 18-inches ' back from the face of the curb. 4. Hydrants shall be set so that the manufacturer's"bury"mark or ground line is at finish grade. If there is no bury mark on the hydrant, the ' bottom of the break-away feature shall be a minimum of 2-inches and a maximum of 4-inches above finished grade. 5. The depth of bury shall be a minimum of 5-1/2 feet and a maximum ' of 6-feet. 6. Hydrants shall be set on either a flat stone or a concrete base at least ' 14-inches square and 4-inches thick. 7. The side of the hydrants opposite the pipe connections shall be firmly restrained by using rods and clamps, mechanical joint retainer glands, ' thrust blocks or any combination thereof as required by the Engineer. 8. A drainage pit shall be excavated below and around each hydrant and backfilled to a height of at least 6-inches above all drain ports with at ' least 12 cubic feet of 1-inch to 1-inches crushed stone. This shall be covered with 4 mil. thick plastic sheeting. 9. Backfill within 4-feet of hydrants, or to the undisturbed trench face ' shall be carefully compacted to the grade line in a satisfactory manner. END OF SECTION ' Valves&Appurtenances 02640-6 ' SECTION4 026 5 ' WATER SERVICE CONNECTION ' Part 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required to make water service connections. The Contractor shall furnish all necessary labor and equipment and materials to excavate the trenches from the main to the building line and backfill the trenches after the new connection is ' complete, including furnishing and placing sand around the service pipe. Trench excavation and backfilling shall be done in accordance with all of the applicable sections in these Specifications. B. Corporation cocks shall be installed on Rockwell stainless steel saddle clamps for connecting all services to the new mains. Unless directed otherwise,the new curb cocks shall be located as shown on the Drawings. The Contractor shall be responsible for the removal and/or installation of curb cocks in the location directed by the Engineer. 1.02 SHOP DRAWINGS A. The Contractor shall submit to the Engineer within ten days after execution of the Contract a list of materials to be furnished, the name of suppliers, and the date of delivery of materials on the job site. Part 2 PRODUCTS ' 2.01 MATERIALS A. Corporation cocks shall be supplied with standard Mueller threads. ' B. Corporation cocks, curb cocks and boxes, saddle clamps, and fittings of the sizes required shall be Mueller type of the same model presently in use in.the town. ' C. Water services up to 2 inches shall be high density polyethyline pipe type PE 3408 200 psi. conforming to ASTM D2737. The name or trademark of the manufacturer and type shall be stamped at intervals along the pipe. ' D. Water services over 2 inches shall be Class 52 cement lined ductile iron pipe and fillings. Joints shall be push-on type or mechanical joint. ' E. Extension curb boxes shall be 41/4 inch opening"Roadway Box"extension type of the same model presently in use in the town. 1 Water Service Connections 02645-1 Part 3 EXECUTION 3.01 INSTALLATION ' A. Corporation cocks: The tapping machine shall be rigidly fastened to the pipe as near the horizontal diameter as possible. The length of travel to the tap shall be so established that when the stop is inserted and tightened ' with a 14 inch wrench,not more than one to three threads will be exposed on the outside. When a wet tapping machine is used,the corporation cock shall be inserted with the machine while it is still in place. Stops shall be tightened only sufficiently to give watertightness and care must be con- stantly exercised not to overtighten them. B. Service Pipe: Care shall be exercised in placing and laying of service line ' to be sure that the pipe does not have kinks or sharp bends and to assure against its being in contact with sharp stones or ledge which would cause damage to the pipe. At least 6 inches of sand shall be placed adjacent to, ' under, and above the pipe, and not stone larger than 2 inches shall be placed over the pipe until the depth of backfill above the pipe is in excess of 1 foot. C. Curb cocks: Curb cocks will, in most cases, be installed adjacent to the service road. The Contractor shall install the curb cocks and boxes in a workmanlike manner as described herein and as directed by the Engineer, and shall permit ready draining of the pipe through the waste opening. ' The boxes shall be set in a true vertical position and if they are within the limits of the highway or within limits where the ploughing of snow will take place in the winter, the tops of the boxes shall be set about 1/2 inch ' below the top of the finished grade. in locations where these boxes are not likely to be disturbed, the tops shall be set flush with the adjoining ground. ' D. A conductor tracer wire will be buried with the pipe and connected to corporation curb stops and valve boxes. ' END OF SECTION ' Water Service Connections 02645-2 i ' SECTION 02920 LOAMING, HYDROSEEDING AND EROSION CONTROL Part 1 GENERAL ' 1.01 SCOPE OF WORK A. Finish all labor, materials, equipment and incidentals required, provide erosion control, and place topsoil, finish grade, apply lime and fertilizer, ' hydraulically apply seed and mulch and maintain all seeded areas as shown on the Drawings and as specified herein, including all areas disturbed by the Contractor. ' 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Site preparation including clearing, grubbing and stripping is included in ' Section 02100. B. Earthwork includng excavation, backfill, fill and grading including the stockpiling of topsoil is included in Section 02200. 1.03 SAMPLES AND APPROVAL OF MATERIAL ' A. Samples of all materials shall be submitted for inspection and acceptance upon Engineer's request. ' Part 2 PRODUCTS 2.01 MATERIALS ' A. Topsoil shall be fertile, friable, natural topsoil typical of topsoil of the locality,and shall be obtained from awell drained site that is free of flooding. It shall be without admixture of subsoil or slag and free of stones (larger than 2"),lumps,plants or their roots,sticks,clay,peat and other extraneous ' matter and shall not be delivered to the site or used while in a frozen or muddy condition. Topsoil as delivered to the site or stockpiled shall have pH between 6.0 and 7.0 and shall contain not less than 3 percent organic ' matter as determined by loss of ignition of moisture-free samples dried at 100 degrees Celsius. The topsoil shall meet the following mechanical analysis: Percentage Finer 1-inch screen opening 100 ' No. 10 mesh 95-100 No. 270 mesh 35-75 0.002 mm_* 5-25 ' Loaming,Hydroseeding and Erosion Control 02920-1 ' *Clay size fraction determined by pipette or hydrometer analysis. At least 10 days prior to anticipated start of topsoiling operations at one ' pint sample of topsoil material shall be delivered to the Engineer for testing and approval. Based on tests performed by the'Engineer, the topsoil shall be identified as acceptable, acceptable with certain amendments or unac- ceptable. If the topsoil is found acceptable the amendments requirements will be as specified or as recommended by the Engineer. If the topsoil is found unacceptable, the Contractor shall be responsible for identifying another source of topsoil and shall incur all expenses associated with testing additional samples. All topsoil incorporated into the site work shall match the sample provided to the Engineer for testing. Topsoil stockpiled under other Sections of this Division may be used subject to the testing and ' approval outlined above. Contractor will be responsible for screening. stockpiled topsoil and providing additional topsoil as required at his own expense. ' B. Fertilizer shall be commercial mixed free flowing granules or pelleted fertilizer, 10-20-10 (N-P205-K20) grade for lawn and naturalized areas. Fertilizer shall be delivered to the site in original unopened containers each ' showing the manufacturer's guaranteed analysis conforming to applicable state fertilizer laws. At least 40 percent of the nitrogen in the fertilizer used shall be in slowly available (organic) form. C. Lime shall be ground limestone containing not less than 85% calcium and magnesium carbonates and be ground to such fineness that at least 50% shall pas a 100-mesh sieve and at least 90% shall pass a 20-mesh sieve. ' D. Seed shall be labeled in accordance with USDA Rules and Regulations under the Federal Seed Act and applicable State seed laws. Seed shall be furnished in sealed bags or containers bearing the date of the last germi- nation, which date shall be within a period of 6 months prior to com- mencement of planting operations. Seed shall be form same or previous year's crop; each variety of seed shall have a purity of not less than 85%, a percentage of germination not less than 90%, shall have a weed content or not more I%and contain no noxious weeds. The seed mixtures shall consist of seed proportioned by weight as follows: ' Natural Area Seed Mix (For all disturbed areas not otherwise indicated) Creeping Red Fescue 40% Pennfine Perennial Ryegrass 35% ' Birds Foot Trefoil (Empire Variety) 15% Landino Clover 10% ' Loaming,Hydroseeding and Erosion Control 02920-2 ' E. The seed shall be furnished and delivered premixed in the proportions specified above. A manufacturer's certificate of compliance to the specified mixes shall be submitted by manufacturers for each seed type. These ' certificates shall include the guaranteed percentages of purity,weed content and germination of the seed, and also the net weight and date of shipment. No seed may be sown until the Contractor has submitted the certificates. F. Seed shall be delivered in sealed containers bearing the dealer's guaranteed analysis. G. Mulch shall be a specially processed cellulose fiber containing no growth ' or germination-inhibiting factors. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water,the fibers in the material become uniformly suspended to form a homogeneous.slurry. ' When sprayed on the ground, the material shall allow absorption and percolation of moisture. Each package of the cellulose fiber shall be marked by the manufacturer to show the air dry weight content and not contain in excess of 10 percent moisture. Part 3 EXECUTION 3.01 APPLICATION A. Unless otherwise shown on the Drawings, topsoil shall be placed to a minimum compacted depth of 6-inches on all parts of the site not covered with structures, pavement, or existing woodland. B. For all areas to be seeded: ' 1. Lime shall be applied at the rate of fifty pounds per 1,000square feet or as determined by the soil test to bring topsoil pH to a range of 6.0 to 7.0. 2. Fertilizer (10-20-10) shall be applied at the rate of thirty pounds per 1,000 square feet or as determined by the soil test. 3. Seed shall be applied at the rate of five pounds per 1,000 square feet. 4. Fiber mulch shall be applied at the rate of forty pounds per 1,000 square feet. ' C. If possible, limestone shall be applied two to three months before the application of fertilizer. Limestone may not be mixed with fertilizer for application and shall be applied a minimum of two weeks prior to fertilizer ' application. D. After the topsoil is placed and before it is raked to true lines and rolled, limestone shall be spread evenly over the loam surface and thoroughly ' incorporated by heavy raking to at least one half the depth of topsoil. Loaming,Hydroseeding and Erosion Control ' 02920-3 i ' E. The application of fertilizer may be performed hydraulically in one oper- ation with hydroseeding and fiber mulching. The Contractor is responsible for cleaning all structures and paved areas of unwanted deposits of the ' hydroseeded mixture. 3.02 INSTALLATION ' A. Previously established grades, as shown on drawings shall be maintained in a true and even condition. ' B. Subgrade shall be prepared by tilling prior to placement of topsoil to obtain a more satisfactory bond between the two layers. Tillage operations shall be across the slope. Tillage shall not take place on slopes steeper than 2 ' horizontal 1 vertical or where tillage equipment cannot be operated. Tillage shall be accomplished by disking or harrowing to a depth of 9 inches parallel to contours. Tillage shall not be performed when the subgrade is frozen, excessively wet,extremely dry or in other conditions which would not permit ' tillage. The subgrade shall be raked and all rubbish,sticks,roots and stones larger than 2-in shall be removed. Subgrade surfaces shall be raked or otherwise loosened immediately prior to being covered with loam. C. Topsoil shall be placed over approved areas to a depth sufficiently greater than required so that after natural settlement and light rolling,the complete work will conform to the lines, grades and elevations indicated. No loam ' shall be spread in water or while frozen or muddy. D. After topsoil has been spread, it shall be carefully prepared by scarifying or harrowing and hand raking. All stiff clods,lumps,roots,litter and otehr ' foreign material shall be removed from the loamed area and disposed of by the Contractor. The areas shall also be free of smaller stones,in excessive quantities, as determined by the Engineer. The whole surface shall then ' be rolled with a hand roller weighing not more than 100 pounds per foot of width. During the rolling,all depressions caused by settlement of rolling shall be filled with additional loam and the surface shall be regraded and rolled until a smooth and even finished grade is created. E. Seeding, mulching and conditioning shall only be performed during those periods within the seasons which are normal for such work as determined by the weather and locally accepted practice, as approved by the Engineer. ' The Contractor shall hydroseed only on a calm day. F. Schedules for seeding and fertilizing must be submitted to the Engineer for ' approval prior to the work. Seeding as specified herein shall be accom- plished between the period of March 15 to June 1 or August 15 to October 1. Seeding during the period from October 2 to March 14 shall only be undertaken upon approval of the Engineer. Seeding during the period from ' June 1 to August 14 shall only be performed if irrigation is provided. Loaming,Hydroseeding and Erosion Control 02920-4 ' G. Seeding shall be done within ten days following soil preparation. Seed shall be applied hydraulically at the rates and percentages indicated. The spraying equipment and mixture shall be so designed that when the mixture is sprayed over an area,the grass seed and mulch shall be equal in quantity ' to the specified rates. Prior to the start of work,the Contractor shall furnish the Engineer with a certified statement as to the number of pounds of ' materials to be used per 100 ga feet of water. This statement shall also specify the number of square t of seeding that can be covered with the quantity of solution in the Contractor's hydroseeder. Upon completion of seeding operations, the Contractor shall furnish the Engineer with a cer- tified statement on the actual quantity of solution applied. d. H. In order to prevent unnecessary erosion of newly topsoiled and graded slopes and unnecessary siltation drainageways, the Contractor shall carry out' seeding and mulching as soon as he has satisfactorily completed a uni t or portion of the project. For the purpose of this project a unit is defined as 10,000 square feet. When protection of newly loamed and graded areas is necessary at a time which is outside of the normal seeding season, the ' Contractor shall protect those areas by whatever means necessary as approved by the Engineer and shall be responsible for prevention of silt- ation in the areas beyond the limit of work. I. When newly graded subgrade areas cannot be topsoiled and seeded because of season or weather conditions and will remain exposed for more than 30 days,the Contractor shall protect those areas against erosion and washouts by whatever means necessary such as straw applied with a tar tack, wood chips or by other measures as approved by the Engineer. Prior to application ' of topsoil,any such materials applied for erosion control shall be thoroughly incorporated into the subgrade by discing. Fertilizer shall be applied prior to spreading of topsoil. ' J. On slopes, the Contractor shall provide against washouts by an approved method. Any washout which occurs shall be regarded and reseeded at the Contractor's expense until a satisfactory stand of grass is established. ' 3.03 MAINTENANCE, AND PROVISIONAL ACCEPTANCE A. The Contractor shall keep all seeded areas watered,lawn areas mowed and in good condition, reseeding all seeded areas if and when necessary until a good,healthy,uniform growth is established over the entire area seeded, and shall maintain all seeded areas in an approved condition until provi- sional acceptance. B. The Engineer will inspect all work for provisional acceptance at the end of the ten week maintenance period, upon the written request of the Con- tractor received at least ten days before the anticipated date of inspection. The maintenance period must occur during the growing season between March 15 and October 1 and shall include a minimum of three mowings. ' Loaming,Hydroseeding and Erosion Control 02920-5 i ' C. A satisfactory stand will be defined as a section of turf of 2,000 squre feet or larger that has: ' 1. No bare spots larger than three square feet. 2. No more than ten percent of total area with bare spots larger ' than one square foot. 3. Not more than fifteen percent of total area with bare spots ' larger than 6-inches square. D. After the inspection has occurred but prior to provisional acceptance,a soil ' test shall be performed to determine if additional soil fertilization should occur. If necessary additional fertilizer not to exceed 30lbs.per 1,000 square feet of 20-10-10 shall be applied as directed by the Engineer. ' E. The Contractor shall furnish full and complete written instructions for maintenance of the seeded areas to the Owner at the time of provisional acceptance. ' F. The inspection by the Engineer will determine whether maintenance shall continue in any area or manner. G. After all necessary,corrective work and clean-up has been completed, and maintenance instructions have been received by the Owner, the Engineer will certify in writing the provisional acceptance of the lawn areas. The Contractor's responsibility for maintenance of lawns,or parts of lawns shall cease on receipt of provisional acceptance. 3.04 GUARANTEE PERIOD AND FINAL ACCEPTANCE A. All seeded areas shall be guaranteed by the Contractor for not less than one full year from the time of provisional acceptance. B. At the end of the guarantee period,inspection will be made by the Engineer ' upon written request submitted by the Contractor at least ten days before the anticipated date. Seeded areas not demonstrating satisfactory stands as outlined above, as determined by the Engineer, shall be renovated, reseeded, and maintained meeting all requirements as specified herein. C. After all necessary corrective work has been completed,the Engineer shall certify in writing the final acceptance of the seeded areas. END OF SECTION ' Loaming,Hydroseeding and Erosion Control 02920-6 I SECTION 02990 MISCELLANEOUS WORK AND CLEANUP Part 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals necessary to com- plete the work under this section that includes operations which cannot be specified in detail as separate items,but can be sufficiently described as to the kind and extent of work involved. B. The work of this section includes, but is not limited to the following: ' 1. Cleaning Up 2. Incidental Work ' 1.02 CLEANING UP A. The Contractor shall remove all construction material, excess excavation, ' buildings, equipment or other debris remaining on the job as a result of construction operations and shall render the site of the work in a neat and orderly condition. ' 1.03 INCIDENTAL WORK ' A. Do all incidental work not otherwise specified but obviously necessary to . the proper completion of the Contract as specified and as shown on the Drawings. END OF SECTION 1 Misc.Work&Cleanup 02990-1 = =-� INCIDENT REPORT (Extract NFIRS 1 2-n�D� 'O� 't DELETE Hyartfi j 5 Fire Department CHANGE FDID INCIDENT N0. EXP.NO. MO DAY YR DAY OF WEEK ALARM TIME ARRIVAL TIME TIME IN SERVICE 0CKsi4 C> Csf:'C>4.Ijts Ttrursc� :Y -7 i 5: i s i:a::�Cs i:5:.a.�i TYPE OF SITUATION FOUND TYPE OF ACTION TAKEN MUTUAL AID Spill,1, leak with no i gni't iors 4i Irrves-b igct'I:iC_n only 'S REC'D GIVEN y W FIXED PROPERTY USE IGNITION FACTOR K li Bui3dii'(L3 uridei^ c-ort5'tnuc-t1Cart 911 NO FIRE Cs J ' J Q CORRECT ADDRESS ZIP CODE CENSUS TRACT cc 1070 I•YANOUGH RD C>GC>C 2601 i O U. OCCUPANT NAME(LAST,FIRST.MII TELEPHONE ROOM OR APT. T RANMELL CROW CO, t 508) r 71-7:369 W J d OWNER NAME(LAST.FIRST.MI) ADDRESS TELEPHONE 2 TRi tMMELL CROW CD, 1070 I•YANOUGH RD t C>00)000-00c)(s O U METHOD OF ALARM FROM PUBLIC - CO.INSPECTION SHIFT _ - NO.OF ALARMS Direct T-epcw-t to f i Y•e st a 4 verb'l ) 5 DISTRICT i Y_t i NO.OF FIRE PERSONNEL NO.OF ENGINES NO.AERIAL APPARATUS NO.OTHER VEHICLES RESPONDED 2 RESPONDED 11 RESPONDED l RESPONDED 1 U. uj _ y f- J W ? NO.OF INJURIES NO.OF FATALITIES ILy FIRE SERVICE - 0 OTHER Cs FIRE SERVICE t-1 OTHER 0 O Q U U COMPLEX MOBILE PROPERTY TYPE Cl 0 Cr OLL y AREA OF FIRE ORIGIN EQUIPMENT INVOLVED IN IGNITION W W 0 0 F c W LL a J FORM OF HEAT IGNITION TYPE OF MATERIAL IGNITED FORM OF MATERIAL IGNITED 2 Q 0 0 C) O U METHOD OF EXTINGUISHMENT LEVEL OF FIRE ORIGIN ESTIMATED LOSS(DOLLARS ONLY) 0 0 0 NO.OF CONSTRUCTION TYPE STORIES £'1- 0 EXTENT OF FLAME DAMAGE EXTENT OF SMOKE DAMAGE CS Cs W LL cc LL DETECTOR PERFORMANCE SPRINKLER PERFORMANCE H o 10 J a H TYPE OF MATERIAL GENERATING MOST SMOKE AVENUE OF SMOKE TRAVEL 00 IF SMOKE 0 Cf U F SPREAD y BEYOND ROOM FORM OF MATERIAL GENERATING MOST SMOKE OF ORIGIN IF MOBILE YEAR MAKE - MODEL SERIAL NO. - LICENSE NO. PROPERTY 0 IF EQUIPMENT MAKE MODEL SERIAL NO. INVOLVED IN IGNITION 0 OFFICER IN CHARGE(NAME,POSITION,ASGMT.) DATE LT MELAN'SON . 0i i 04/9U MEMBER MAKING REPORT DATE 1986 ARRAKIS PUBLISHING ,;'..'001m ELECTRIC TRUCX TORE OFF fit FUEL LINE CAUSING A 25 GALLON SPILL OF DIESEL. THE SPILL WAS CLEANED UP BY COMM. ELECTRIC GERSONE'L AND PLACED INTO 4, SS GAL DRUMS PRIOR TO OUR ARRIVAL. NO VISABLE INDICATIONS OF THE SPILL REMAINED. L"I . MELAN'SGN Jr7i'1'✓J�-1•- �e� 1=4 c i --H I \ Cam/ y ELECTRIC OPERATIONS I; SPILL REPORT Department Head Superintendent of Electric Maintenance Environmental Engineer Manager, of Electric Maintenance FIELD PERSONNEL IMMEDIATELY NOTIFY SUPERVISOR OR DUTY ENGINEER DateD_ ime Equipment Involved 1 � Date of spill zfl_6413 15�51;le Time / fix,E act -Estimated � ' Date spill first observed Time `A Llylk—may t Location / V/y Type Fluid Estimated volume of spill gals. Did spill enter water No Yes Spill Contained: Date/ 574 Time-- Spill Cleaned Up: Date4V~e y f Time _Z �?O No. of Barrels _ Crew Leader C�.�' �,c �� Foreman Sample Taken for PCB Analysis? No Yes Description of..spil_I,-.cause,_containment, cleanup problems encountered, water conveyance if Involved, comments and recommendations. - --' 'Signature a Supervisor/Engineer on Duty Receipt of spill notification: Date Time .� �� �• l` l Assessment Action/Personnel Notified: Date Time Signature AGENCY NOTIFICATION INSTRUCTIONS ON REVERSE SIDE Agency Notification Date Time Name Title Coast Guard E.P.A. V/v Mass. D.H.W. Local Authorities � L7 Aidei(a ure Sample for PCB Analysis if applicable Laboratory Date of Report Address Lab Report No.