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Home My WebLink About1225 IYANNOUGH ROAD/RTE132 CrIlr1n P)a.i �.-�-s <_.. _ . _ 1 �ibhQS� 4L° � - ' Z°�°I°JQSJOZ`' � `'"iw..�a� --- - -_ / f PROJECT -NAME: e: AD�REss: C 2rZS u 71- C PERNIIT# "I t PERIYIIT DATE:: 1 {�I LARGE ROLLED PUTS ARE IN: BOA I (� SL oT-- Data'entered in MAPS program.on: BY: w. / files/�o� /atehive A 01,M S�dv Charles D.Baker ��' //�+// Governor O�7Of�7(/7� Thomas G.Gatzunis,P.E. �j yp y yp p Commissioner Karyn.E.Polito . e1G Lieutenant Governor �J y yp y //� Brian Gale Daniel Bennett cey �t��/�/G/-OOIeY Chairman Secretary Richard Crowley Vice Chairman �.ylGflQdO Robert Anderson Date: July 14,2015 Administrator Name of Appellant Gregory Siroonian Service Address: David C. Macartney 45 Howard Street South Easton,MA. 02375 In reference to: Cape Codder Resort&Spa 1225 Iannough Road Hyannis,MA. 02601 Docket Number: 15-1525 Property Address: Cape Codder Resort&Spa 1225 Iannough Road Hyannis, MA. 02601 Date of Hearing: June 23 2015 Enclosed please find a copy-of the decision on the matter aforementioned. . i Sincerely: BUTDING CODE APPEALS BOARD . ' Pia Barry,Cler cc:. Building Code Appeals Board,Building Official COMMONWEALTH OF MASSACHUSETTS SUFFOLK,ss. BUILDING CODE APPEALS BOARD DOCKET NO. 15-1525 Cape Codder Resort& Spa, ) Appellant ) V. ) Town of Barnstable, ) Appellee ) DECISION ' Introduction This matter came before the State Building Code Appeals Board("Board") on Appellant's appeal application filed pursuant to G.L. c. 143, §100 ("Application"). Appellant sought relief from 780 CMR Table 903.2, with respect to the addition of a water park within a courtyard of the existing Cape Codder resort facility, located at 1225 Iyannough.Road, Barnstable (Hyannis), MA ("Appeal"). Procedural History On or about April 27, 2015,the Building Commissioner for the Town of Barnstable issued the following decision: I have reviewed the Code Analysis for the proposed Water Park space that was provided by your firm, dated April 1, 2015. I agree that the use group is A-3 and that this Use Group according to 780 CMR Bch Edition Table 903.2 would require the installation of a[n] Automatic Fire Sprinkler. In order for this installation not to be required your firm must obtain a variance from the State Building Code Appeals Board . . . . The proposed alternatives that have been explained in the correspondence of April 1, 2015, and other discussions seem reasonable as alternative., As a result,the Appeal was filed on May 18, 2015. ` The Board held a hearing on June 23, 2015. All interested parties were allowed opportunities to present evidence. The following individuals appeared at the hearing: (for 1 P THE CAPE COMER WATER PARK IS NOW OPEN!!! Cape Codder Resort Page 1 of 4 MENU P �� CODDER., a II — .-.� '+ice-- iAr.� `�.3�p�Y�.�—�.., ^`+•„e-L``�j �.. v1•�.,�/� .-. �... ," - .. I � �'1, '� ��:s�s,� ... _ - AMENITIES. DINING &RESORT INFORMATION THE CAPE CODDER WATER PARK IS NOW 0PENiii (/node/168)The only one of its kind on Cape Cod, the Cape Codder click for Mails Resort Et Spa's 30,000 square foot indoor/outdoor Water Park is truly a ' fun-filled, action-packed experience! Featuring: • 2 - 160-foot"Stars and Stripes".high-speed water slides , • 2 - 50 and 80-foot water slides winding through a replica of a pirate AV • . ship • 300-foot "stormy" river with waterfalls, rapids and spouting humpback whale • "Pirate Bay" kiddie spray pool with dumping bucket, water cannons and small water slides • 84' x 143' retractable roof • 10,000-square foot wave pool with 2' waves, water fountains and water umbrella • 24 person Jacuzzi • saunas • high-intensity ultra-violet light purification system • changing rooms with lockers available to rent • birthday party area • Gazebo Cafe serving appetizers, sandwiches, salads, pizza, beverages and liquor • state-of-the-art fitness center http://www.capecodderresort.com/amenities/cape-codder-water-park 8/3/2016 THE CAPE COMER WATER PARK IS NOW OPEN!!! Cape Codder Resort Page 2 of 4 Water Park Hours: gam - 9pm Cape Codder Resort Water Park Fact Sheet (pdf) Usites/capecodderresort.com/files/does/CCR_Water.ParkFactSheet_Amenities_O.pdf) Cape Codder Water Park 3POv Video Cape Codder Water Park July.201 6 Hard Ha .' our http://www.capecodderresort.com/amenities/cape-codder-water-park 8/3/2016 F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0.7- 3 BLE Application # 5 Health Division % ' 0: '9,; Date Issued �f-/- �s f 4 Conservation Division Application Fee d 0 0 0 Planning Dept. _ � Permit Fee 3,f 0 ! F! �t ' 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address /z,Z S ci Village Owner ZLeAddress &417�1's Telephone 7 7/ G 0 Yo Permit Request v � � r AO 69err► , i '> Sz-✓Je�t.� Square feet: 1 st floor: existing A,Wproposed 2nd floor: existing proposed Total new Zoning District Ad i Cp Flood Plain C Groundwater Overlay Ie S - OG Project Valuation 3 < Construction Type SizS Cvof,- C®Mev"cr, Lot Size 77 ;4_1- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure VO vim_ Historic House: ❑Yes )d No On Old King's Highway: ❑Yes )Q No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other S) Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use /A Proposed Use �a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IN Scar. Telephone Number � �� Z/ LS' Address S/ License # CS-o!3 9 y 7 lVPs Home Improvement Contractor# Email Worker's Compensation # 141A-c ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /Yew A—/�a -,/ Sp SIGNATURE ,8e DATE 7131�/S� tt FOR OFFICIAL USE ONLY r � APPLICATION# ,. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER a DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t p R Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality BWP AQ 06 100222883 Notification Prior to Construction or Demolition Asbestos Project Number# A. Applicability A Construction or Demolition operation of an industrial,commercial,or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP), Bureau of Waste Prevention,Air Quality Division, under Regulations 310 CMR 7.09. Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. Is this a fee exempt notification(city, town,district,municipal housing authority,state facility,owneroccupied residential property of four units or less)? Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied residential property of four units or less)? UJ Yes R No Type of Notification: r Revision of an Existing Form r Cancellation of Project Instructions: 1.Blanket Permit Project Approval,if applicable: Approval ID# 1.All sections of this 2.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: form must be completed in order to Approval ID# comply with the Department of B. General Project Description .Environmental 1.Facility Information: Protection notification CAPE CODDER RESORT HOTEL 1225 IYANNOUGH ROAD requirements of 310 CMR 7.09. Name of facility Street Address HYANNIS MA 026010000 5083287125 `� 2.Submit Original City/Town State Zip Code Telephone Form To: Commonwealth of JOHNWLSON PRESIDENT Massachusetts Facility Contact Person Contact Person Title P.O.Box 4062 5083287125 JWILSON@EASTCOASTCC.COM Boston,MA 02211 Facility Contact Person Telephone Facility Contact Person Email Facility Size: 1000 2 Square Feet Number of Floors Was the facility built prior to 1980? P-1 Yes r No Describe the current or prior use of the facility: IT IS A RESORT HOTEL IN HYANNIS Is the facility a residential facility? ❑Yes R No If yes,how many units? 2.Facility Owner: CATANIA HOSPITALITY GROUP,LLC 12251YANNOUGH ROAD Facility Owner Name Address HYANNIS MA 026010000 5083287125 City/Town State Zip Code Telephone JOHN WILSON 389-G W CENTER ST On-Site Manager/Owner Representative Address W Bridgewater MA 02379 5083287125 City/Town State Zip Code Telephone Revised:03/17/2014 Page I of 3 t 10. Massachusetts Department of Environmental Protection .�.� Bureau of Waste Prevention • Air Quality BWP AQ 06 1100222883 Notification Prior to Construction or Demolition Asbestos Project Number# B.General Project Description(continued) 3.General Contractor: EAST COAST COMMERCIAL CONSTRUCTION,INC 389-G W CENTER ST Name Address W BRIDGEWATER MA 023790000 5083287125 City/Town State Zip Code Telephone JOHN 1MLSON 5083287125 General Contractor's On-site Manager/Foreman Telephone General C. General Construction or Demolition Description Statement:If asbestos is found 1.Construction or demolition contractor: during a Construction or Demolition EAST COAST COMMERCIAL CONSTRUCTION,INC 389 WEST CENTER ST operation,all Contractor Name Address responsible parties must comply with 310 W BRIDGEWATER MA 023790000 5083287125 CMR 7.00,7.09,7.15, City/Town State Zip Code Telephone and Chapter 21 E of the General Laws of JOHN 1MLSON 5083287125 the Commonwealth. Construction and Demolition On-site Manager Telephone This would include, but would not bw 2,Licensed Contractor Supervisor: limited to,filing an asbestos removal JOHN 1\ALSON CS-043997 notification with the Department and/or a Supervisor Name License Number notice of release/threat of 3.Is the entire facility to be demolished? I-Yes r No release of a hazardous 4.Describe the area(s)to be demolished: substance to the Department,if FOUR WALL OPENINGS. EACH 10'X 8' applicable. MassDEP Use Only 5. If this a construction project,describe the building(s)or addition(s)to be constructed: Date Received - f 6.If this is a demolition or renovation project,were the structure(s)surveyed for the presence of Asbestos-Containing Material(ACM)? ❑Yes r No 7.Was asbestos containing material(ACM)found? r Yes IF No If a survey was conducted,who conducted the survey? Name Department of Labor Standards Certification Number Revised:03/17/2014 Page 2 of 3 i I s -- Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality _ L�'� BWP AQ 06 �oo2zzsss ��k f' ! Notification Prior to Construction or Demolition Asbestos Project Number# C.General Construction or Demolition Description(continued) The Asbestos Abatement Notification Number for this address is: This project l✓l Construction (' Demolition is: 9/1/2015 9/1/2015 Project Start Date(MM/DD/YYYY) Project End Date(MM/DD/YY,YY) 8.For demolition and construction projects,indicate dust suppression techniques to be used r Seeding ('vj Wetting r Covering r Paving j, Shrouding Other-Specify: 9.For Emergency Demolition Operations,who is the MassDEP official who evaluated the emergency? Name of MassDEP Official Title Date of Authorization(MM/DD/YYYY) MassDEP Waiver Number A Certification "I certify that I have personally JOHN WILSON examined the foregoing and am Print Name familiar with the information JOHNWILSON � 713 contained in this document and Authorized Signatur all attachments and that, based PRESIDENT on my inquiry of those individuals immediately Position/Title responsible for obtaining the EAST COAST COMMERCIAL CONSTRUCTION,INC. information, I believe that the Representing information is true,accurate,and 6/17/2015 complete. I am aware that there Date(MM/DD/YYYY) are significant penalties for submitting false information, including possible fines and P.E.# imprisonment.The undersigned hereby states, under the penalties of perjury,that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." Revised:03/17/2014 Page 3 of 3 RM APA2s&AfA 9UH Workete C6nwens;,& LL..,,nmA# &rva:B8s-TrToerclE�. rra_ . I�icaa# - dPhmdters Name - _ _ P1�asePr�n�� IL Ar+eytmam=Tl g �bme Lao EjIota raadI T � �n9ees{Inlla�s7tor�� haae��tbe ,�;� � ❑I� ❑I am a Iidfed an sbee� Beam aer sT�afldlra�natooFicmg �em- T� haue wodd039formemany aadhwewuA=e El P%Wodmemmp:inmn= camp- 1 9L ❑ sad 3[��amahoumowner&i'Off ZUwo&-- Off-w=hm %es aip1l(Iqa -comp- 1 °"taddd . ice z�eq �f g1{ Em no Rourmquim to � Saran an eawfoye.F a"tirprovimw �I � �n.S cf�'•'4e.c �r Jahn !Z Z� .:�u`,.�.v �e �• �� !� } ��Ate acop�o-f y``�•' ' Fa&v�tom=m aImmd ?moo€hlMr- i2 l �or� � as�edlascirrZgeQat�sm.�farmta�aS�F�ORK�I$anda,fFae �a��ieviob� $�ffdvised�ac�oFfB�sz �F��dadia�e[?ff�o� . - ��`°gPruhge a be by cuy 6 r 4:1 D ACORD� DATE(MWDDIYYYY) `,�,. CERTIFICATE OF LIABILITY INSURANCE s/z/zols THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endomement(s). PRODUCER 52%Ac Laura Wiesner Morse Insurance Agency, Inc. PHONE (508)238-0056 AX No.(5081230-8367 265 Washington street E .laurawiesner@morseins.com Ir URER 8)AFFORDING COVERAGE "NCO North Easton MA 02356 Iran RER A Arbella Indemnity 10017 INSURED INSURER a Associated Employers Ins. Co an EAST COAST CCNMERCIAL CONSTRUCTION INC INSURERC: 369 W CENTER ST INSURER 0: UNIT G. INSURER E: WEST BRIDGEWATER NA 02379 INSURER F: COVERAGES CERTIFICATENUMBER:2015-2016 WC/Auto REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE PO CY Erf+ POLICY E P POLICY UMBER M1 1MMMn1YYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE OCCUR PREMISES& n S MED EXP(An ono puraan) S PERSONAL&ADV INJURY S GENX AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY EJECT = PRODUCTS•COMPIOPAGG S OTHER: $ AuiottoalLEunetltTr COMBINED tN LIMIT S 1,000,000 AIx ANY AUTO BODILY INJURY(Per pan0n) S ALL OWNED X AUTOESOULED 1020014594 2/24/2015 2/24/2016 BODILY INJURY(Per actldent) $ HIREDAUTOS X NON-OWNED PROP TY Atd S AUTOS f UMBRELLA LIAO OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S OED RETENTION S Is WORKERS COMPENSATION X I PER H• AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PR0PRtET0IUPARTNER/EXECVTIVE E.L.EACH ACCIDENT S 500,000 )3 OFFICERMEMSEREXCLUDED? QMIA (Mandatory In NHI WCCSOOB045012015A 2/24/2015 2/24/2016 E.L.DISEASE•EA EMPLOYEE S 500,000 It 0e.desclaw under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 1101,Additional Rom*rke Modulo,troy be aH*4hod It moro*pica Is requlrod) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE F122 Codder Resort 6 Spa THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ynnough Road ACCORDANCE WITH THE POLICY PROVISIONS. is, Hh 02601 AUTHORIZED REPRESENTATIVE Laura Wiesner/LMW �—��t�e--�•� 01988-2014 ACORD CORPORATION, All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD INS02S m11a0rt I • LL0' -)mmerc'ial Construction To whom it may concern; I am John Wilson and I am president of East Coast Commercial Construction, Inc. and I am covered by the workers comp policy. A certificate of which is attached. Thank you. Sincerely; 713�/ /Johnilson president. 389-G West Center.Street } West Bridgewater,MA 02379 4 Tel: 508.427.6400 Fax: 508.427.6600 Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 BARMKAM"BM ' Growth Management Department 1 639 Patricia Daley,Director ,� 367 Main Street,Hyannis,Massachusetts 02601 A � Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable. .ma us February 11,2008 The Cape Codder Resort c%Michael D. Ford, Esq. 72 Main Street, P. O. Box 485 West Harwich,MA 02671 Reference: Site PIan Review#054-07-The Cape Codder Resort, Hyannis 1225 Iyannough Road, Hyannis, MA Map 273, Parcels 023 Proposal: Upgrade existing resort by adding a new spa building and fifteen(15)new hotel units, and enclosing the existing atrium/swimming pool area. Dear Attorney Ford: Please be advised that subsequent to the formal site plan review meeting on January 24, 2008, the proposal was found to be administratively approvable subject to the following: Approval is based on plans entitled, "Cape Codder Resort & Spa, 1225_Iyannough Road, Hyannis, MA"prepared by Holmes and McGrath, Inc.,Falmouth and Rescom Architectural, Inc.,Bourne, MA, dated September 24,2007 with revisions October 12, 2007 and October 23, 2007. • Approvals from Massachusetts Aeronautics Commission and Federal Aviation Administration will be required. • Onsite storage trailers are not permitted. • Location and size of all onsite waterlines will need to be provided. • Must meet FD Code: Standpipes in the stairwells in 3- story sections Hydrant within 100 feet at the back with FD connection Safety Sprinkler System • Dumpsters require screening. 0 Chemical storage and electrical utilities must be separated on new utilities plan. • Front yard landscaping and sidewalks will require coordination with the Town • Area from the entrance at Bearses Way to the front of the hotel needs to be designated and marked as a fire lane. • Applicant must obtain all other applicable permits, licenses and approvals required, including, but not limited to,necessary Zoning Board of Appeals relief. • Applicant must submit final plans to the Site Plan Review Committee which reflect the Zoning Board of Appeals decision. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski,SPR Coordinator CC: SPR File Tom Perry,Building Commissioner ZBA File d r a r a • 1A8NSfABL.E. • 9� MAM ,�� Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder as Owner of the subject property hereby.authorize U o L% W ; I s o to act on my behalf, in all matters relative to work authorized by this building permit application for: / (Jkddress of J ) 11 Signature of Owner ' Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPHLESTORMS\building permit forms\EXPRESS.doc Revised 040215 Massachusetts -Department of Public safety Board of Building Regulations and Standards Construction supervisor License: CS.043997 ° `'k t -Y:. JOHN T WIISON= IL 389 WEST CENTER S'1 W BRIDGEWATER 1VIA,02379 -� ~ � • . Expiration Commissioner 10/19/2015 !ec .caP�;�c��'lt�` pet S �,R Ses ONA2l_6bO© 3$°�' '� )"es 2-�,64� �5p81 l� F y J Mass. Corporations, external master page Page 1 of 2 rr J YY gvj_ Corporations Division Business Entity Summary ID Number: 042912469 Request certificate New search Summary for: EAST COAST COMMERCIAL CONSTRUCTION, INC. The exact name of the Domestic Profit Corporation: EAST COAST COMMERCIAL CONSTRUCTION, INC. The name was changed from: EAST COAST PROPERTIES INC. on 03-07-2002 Entity type: Domestic Profit Corporation Identification Number: 042912469 Old ID Number: 000230424 Date of Organization in Massachusetts: 11-26-1985 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 09/31 The location of the Principal Office: Address: 389-G WEST CENTER ST. City or town, State, Zip code, WEST BRIDGEWATER, MA 02379 USA Country: The name and address of the Registered Agent: Name: JOHN T. WILSON Address: 389-G WEST CENTER STREET City or town, State, Zip code, WEST BRIDGEWATER, MA 02379 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT JOHN T. WILSON 389-G WEST CENTER ST W BRIDGEWATER, MA 02379 USA TREASURER JOHN T. WILSON 389-G WEST CENTER ST W BRIDGEWATER, MA 02379 USA SECRETARY JOHN T. WILSON 389-G WEST CENTER ST W BRIDGEWATER, MA 02379 USA CLERK JOHN T. WILSON 389-G WEST CENTER ST W BRIDGEWATER, MA 02379 USA DIRECTOR JOHN T. WILSON 389-G WEST CENTER ST W BRIDGEWATER, MA 02379 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=042912469&... 8/24/2015 COMMONWEALTH OF MASSACHUSETTS SUFFOLK,ss. BUILDING CODE APPEALS BOARD DOCKET NO. 15-1525 Cape Codder Resort& Spa, ) Appellant ) V. ) Town of Barnstable, ) Appellee ) DECISION Introduction This matter came before the State Building Code Appeals Board("Board") on Appellant's appeal application filed pursuant to G.L. c. 143, §100 ("Application"). Appellant sought relief from 780 CMR Table 903.2, with respect to the addition of a water park within a courtyard of the existing Cape Codder resort facility, located at 1225 Iyannough Road, Barnstable(Hyannis), MA("Appeal"). Procedural History On or about April 27, 2015,the Building Commissioner for the Town of Barnstable issued the following decision: I have reviewed the Code Analysis for the proposed Water Park space that was provided by your firm, dated April 1, 2015. I agree that the use group is A-3 and that this Use Group according to 780 CMR 8" Edition Table 903.2 would require the installation of a[n] Automatic Fire Sprinkler. In order for this installation not to be required your firm must obtain a variance from the State Building Code Appeals Board . The proposed alternatives that have been explained in the correspondence of April 1, 2015, and other discussions seem reasonable as alternative. , As a result,the Appeal was filed`on May 18,2015. The Board held a hearing on June 23, 2015. All interested parties were allowed opportunities to present evidence. The following individuals appeared at the hearing: (for 1 y Appellant: William Catania, Greg Siroonian, David C. Macartney, John Wilson); (for Appellee: Paul Roma); (for the Board: Richard Crowley, H. Jacob Nunnemacher,Alexander McLeod; Board Clerk: Patricia Barry). We also considered the following evidence: (1) State Building Code Appeals Board Appeal Application(filed May 11, 2015), including"Narrative Summary of Testimony in Favor of Appeal"and"Key Plan" (which provides a general floor plan for he proposed water park addition to the facility). Findings and Discussion The issue is whether Appellant should be allowed a variance from being required to install an automatic fire sprinkler system in the proposed water park infill-addition to the existing hotel, as specified by 780 CMR Table 903.2. Appellant reiterated the facts, analysis, and proposed upgrades set forth in the Narrative Summary, and they are incorporated herein by reference. In general, the water park addition will be infill construction within an existing courtyard space, formed by existing buildings 100, 200, 300,400, and an existing wave pool. (See also Key Plan). Existing buildings 500 and 600 already are equipped with automatic fire sprinkler systems. Appellant will install automatic fire sprinkler systems for buildings 100 through 400 as part of the project. Appellant acknowledged that the existing buildings, as identified,while having some type of separation from each other, do not constitute separate "buildings"for purposes of the Building Code---they constitute one"building." Appellant believed that it was practical to construct true fire walls to separate the parts from one another. The proposed water park will include a"lazy river"type pool, water slides, children's play area with water fountains. The skylight roof for the water park, will be approximately 40' in height,made up of aluminum and glass. The floor will be made up of concrete. Appellant represented that, in discussions with the Town's Fire Department, all agreed that the water park would be made up of mostly non-combustible materials(although water slides would be of some type of plastic material). The water park would be operated year-round. The Town noted that it was in favor of allowing the requested relief from the automatic fire sprinkler system in the water park. As a condition for allowing that relief,the Town wanted the installation of automatic fire sprinkler systems in the tenant-occupied areas presently not so equipped. Appellant argued that, if it had proposed the installation of an automatic fire sprinkler system in the water park, it could have done so (along with the construction of the water park) as of right, and would not have been required to install fire sprinkler systems in the existing buildings. (Note that, given the nature of the entire structure---it is one"building---Appellant also noted height and area limitations, for which it might need further Code relief. See Narrative Summary and Application. Those other potential areas of Code relief, however, were not before the Board because the Building Commissioner's denial letter cited only 780 CMR 903.2 with respect to only the water park.) 2 R }3 v We acknowledged that the installation of automatic fire sprinkler system protection in parts of the building that are of greater fire risk than the water park was a reasonable exchange for not being required to install fire sprinkler protection in the water park. Conclusion Accordingly, we considered a motion to allow a variance from 780 CMR Table 903.2, with respect to the requirement to install automatic fire sprinkler protection within the water park area, on condition that Appellant install automatic fire sprinkler protection in the parts of the building identified as 100, 200, 300, and 400 on the Key Plan(noting that the Building Commissioner will need to review the other Code sections,cited in the Application, from which Appellant believes it will need Code relief, or some type of compliance alternative) ("Motion"). The Motion was approved by two-to-one vote (Nunnemacher opposed),and the Appeal was GRANTED. H.Jacob Nunnemacher Richard Crowley, Chair Alexander MacLeod DATED: July 14, 2015 s 3 Initial Construction Control Document To be submitted with the building permit application by a M Registered Design Professional tr for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Codder Resort and Spa Date:7-31-2015 ' Property Address: 1225 Iyannough Road Hyannis,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description:New Waterpark I Gregory B. Siroonian MA Registration Number: 9748 Expiration date: 8/31/2015 ,am a registered design professional, and I have rrepared or directly supervised the preparation of all design plans,computations and specifications concerning x Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1.- Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction COntrol,Document'. 0. Enter in the space to the right a"wet"or u electronic signature and seal: i Phone number: 508 759 9828 Email: gbs@RESCOMarch.com � Building Official Use Only F Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 I Initial Construction Control Document u W To be submitted with the building permit application by a Registered Design Professional for work per the 8" edition of the a Massachusetts State Building Code, 780 CMR, Section 107 p^M SJev Project Title: Cape Codder Resort Water Park&Related Improvements Date:July 31,2015 Property Address: Hyannis,MA r� Project: Check(x) one or both as applicable: New construction (X) Existing Construction Project description: Water Park& Related Improvements I James P. Stroke MA Registration Number: 20068 Expiration date: 6/30/16 , am a registered design professional, and I 1 . have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural (X) HVAC Fire Protection Electrical (X) Plumbing for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or e s A A s a, electronic signature and seal: \A 6r t`4S South Shore Engineering Team JAMESP g g Inc.. P. 720 Washington Street STROKE Hanover,MA 02339 NO. 2006 Phone number: 781-331-4660 Email: ssetinc@aol.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an`x' project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document u To be submitted with the building permit application by a 00 Registered Design Professional for work per the 8t'edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Cape Codder Resort—Waterpark Enclosure Date: July 30,2015 Property Address: 1225 Iyannough Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Structural design and detailing of steel-framed waterpark enclosure and three mezzanine areas.The structure will have a partial basement and is founded on a conventional spread footing foundation. I, Stacy R.Flood,MA Registration Number:42868 Expiration date: June 30,2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to:. 1. Review, for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. I Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress.reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or of electronic signature and seal: st Ft s FLOQO Phone number: (978)562-6499 Email: srflood@verizon.net �\ Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 I Structural Engineering 0000 PROGRAM OF STRUCTURAL TESTS AND INSPECTIONS For compliance with Chapter 17 of the 8'Edition of the Massachusetts State Building Code Project: Cape Codder Resort& Spa Project Address: 1225 Iyannough Road,Hyannis,MA Project Owner: Cataina Hospitality Group,LLC Owner's Address: 141 Falmouth Road,Hyannis,MA Structural Engineer of Record: Flood Consulting Architect of Record: RESCOM Architectural,Inc. This program of Structural Tests and Inspections is submitted as a condition for permit issuance in accordance with Chapter 17 of the 8' edition of the Massachusetts State Building Code. It includes a schedule of Structural Tests and Inspections applicable to this project as well as the names of individuals and the identity of other agencies intended to be retained.for conducting these tests and inspections. The Structural Engineer of Record (SER) shall review records of all inspections and tests. These tests and inspections shall be furnished to the Building Official, Owner, and Architect of Record by the relevant agencies. The SER shall review inspections and testing reports and shall give written notice of non-conforming work to the Contractor for correction and the Owner's representative. The Program of Structural Tests and Inspections does not relieve the Contractor of his/her responsibilities and obligations to comply with the Contract Documents. Furthermore,the results of the Program of Structural Tests and Inspections do not relieve the Contractor of his/her responsibilities. Interim reports will be submitted by the Structural Engineer of Record to the Building Official, Owner, and Architect of Record. The schedule of interim reports shall be approved by the Building Official prior to permit issuance. A final report documenting completion of all required Structural Tests and Inspections and correction of any discrepancies noted in the interim reports will be submitted by the Structural Engineer of Record to the Building Official, Owner,and Architect of Record prior to the issuance of a certificate of use and occupancy. Job site safety is solely the responsibility of the Contractor and not part of the Program of Structural Tests and Inspections. Material and activities to be inspected do not include the Contractor's equipment-or the means,methods,and procedures used to erect or install the materials or assemblies listed. Prepared by the Structural Engineer of R ord: StacyR. STAGY Name FLOOD 860 07/30/15 y VTR G 1 m Signature Date Registration Sealawl Owner's Authorization: Building Official's Acceptance: AL e Name(please print) Name(please print) Signature Date Signature Date 56 Laurel Drive Hudson, MA 01749 TEL: (978) 562-6499 FAX: (978) 562-6246 Page-2 Schedule of Structural Tests and Inspections The following sheets comprise the Schedule of Structural Tests and Inspections for this specific project. The Construction Divisions which require Structural Tests and Inspections are as follow: Construction Division No. Division 2 • *Soils&Foundations • *Prepared Fill Division 3 • Cast-In-Place Concrete • *Precast Architectural Concrete Division 4 • Unit Concrete Masonry Division 5 • Structural Steel • Steel Joists • Steel Deck • *Structural Light Gage Metal Framing Systems • *Metal Fabrications *This item is specified in the construction documents to be designed by another registered professional engineer on a performance basis. In accordance with Chapter 17 of the eighth(Wl) edition of the Massachusetts State Building Code, the design of this item shall be reviewed by the SER. The Engineer of Record for this item shall visit the site to verify that construction has been completed in accordance with the submitted documents. FIRM NAME ADDRESS 1. Structural Engineer of Record Flood Consulting(FC) 56 Laurel Drive Hudson,MA 01749 (978)562-6499 FAX(978)562-6246 2. Architect RESCOM Architectural, 118 Waterhouse Road Inc.(ARCH) Bourne,MA 02532 Phone(508)759-9828 FAX(508)759-9802 INSPECTION AGENCIES FIRM NAME ADDRESS 1. Geotechnical Engineer Briggs Engineering& 100 Weymouth Street,Unit BI Testing(GE) Rockland,MA 02370 Phone 781)871-6040 FAX(781)871-7982 2. Testing Laboratory Approved Testing Agency Address (TL) City,State Zip Code Phone(xxx)xxx-xxxx FAX(xxx)xxx-xxxx Page-3 A. SOILS&FOUNDATIONS-02200 For a Program of Structural Tests and Inspections, see the Civil Engineer for Soils and Foundations. B. PREPARED ALL-02200 For a Program of Structural Tests and Inspections, see the Civil Engineer for Prepared Fill. C. CAST-IN-PLACE CONCRETE-03300 ITEM AGENTS SCOPE 1. Mix Proportions and Mix FC,TL Review the concrete mix proportions(FC);perform on-site inspection for the Techniques use of proper mix proportions and mix techniques(TL). 2. Material Certificates FC Review material certificates for conformance with the construction documents. 3. Batching Plant FC,TL Review plant certifications and quality control procedures(FC);perform in- plant ins ections as required to insure concrete quality(TL). 4. Reinforcement and FC,TL Review the job standards for reinforcing steel and embedded items;inspect the Embedded Item size,quantity,condition,and location of the in-place reinforcing and Installation embedded items for conformance with the construction documents and the approved shop drawings(FC,TL). 5. Formwork Geometry TL Inspect the in-place formwork for general conformance with the construction documents. 6. Concrete Placement FC,TL Observe concrete placement operations,including hot and cold weather placement procedures,for conformance with the proper techniques indicated in the construction documents(FC,TL);during concrete placement,prepare four test cylinders for each concrete placement or every 50 cubic yards and perform slump and air content tests in accordance with the construction documents(TL). 7. Curing and Protection FC,TL Review hot and cold weather protection procedures(FC);after concrete placement,observe curing and protection procedures for conformance with the reviewed protection procedures TL). 8. Evaluation of Concrete FC,TL Perform strength evaluation tests on concrete cylinders in accordance with the Strength construction documents(TL);review the concrete test reports for conformance with the construction documents FC). D. PRECAST ARCHITECTURAL CONCRETE-03450 For a Program of Structural Tests and Inspections, see the Precast Design Engineer for the Precast Architectural Concrete. r Page-4 E. UNIT CONCRETE MASONRY-04200 ITEM AGENTS SCOPE 1. Material Certificates FC,ARCH Review material certificates for conformance with the construction documents. 2. Proportioning,Mixing, TL,ARCH Inspect field proportioning,mixing,and consistency of mortar and grout for and Consistency of conformance with the construction documents. Mortar and Grout 3. Evaluation of Masonry TL,ARCH Sample and test the masonry mortar and grout,the concrete masonry units, Strength and concrete masonry prism,at the approved frequency,for conformance with the construction documents. 4. Masonry Installation, FC,TL,ARCH Inspect unit masonry installation,mortar application,and grouting operations Mortar Application,and for conformance with the construction documents and approved shop Grouting Operations drawings(FC,TL). 5. Reinforcement and FC,TL,ARCH Inspect the size,quantity,condition,and placement of reinforcing and Accessory Installation accessories for conformance with the construction documents and approved sho drawin s FC,TL). 6. Masonry Anchorage and FC,TL,ARCH Inspect the anchorage of masonry to structural members,foundation walls or Embedded Items other construction,and the installation of embedded items for conformance with the construction documents and approved shop drawings FC,TL). 7. Weather Protection FC,TL,ARCH Review curing and protection procedures(FC);inspect the protection of masonry during hot and/or cold temperatures for conformance with the reviewed protection procedures(TL). F. STRUCTURAL STEEL-05100 ITEM AGENTS SCOPE 1. Fabricator Certification FC,TL Review the fabricator's and welder's certificates and the fabrication shop and Shop Quality Control quality control procedures(FC,TL). Procedures 2. Material Certificates FC Review material certificates for conformance with the construction documents. 3. Bolting FC,TL Review field and shop bolting procedures for conformance with the construction documents(FC);inspect,and test as required,all field and shop bolted connections for conformance with the construction documents and approved shop drawings. 4. Welding FC,TL Review field and shop welding procedures for conformance with the construction documents(FC);visually inspect all field and shop welded connections for conformance with the construction documents and approved sho drawin s FC,TL). 5. Structural Assemblies and FC,TL Inspect all installed structural assemblies and connections for compliance with Connections the construction documents and approved shop drawings. L Page-5 G. STEEL DECK-05300 ITEM AGENTS SCOPE 1. Manufacturer's Certificate FC Review the manufacturer's certificates for production and control procedures. and Shop Control Procedures 2. Installed Decking FC,TL Inspect decking including laps,screws,and welds as per approved shop drawings. H. STRUCTURAL LIGHT GAGE METAL FRAMING SYSTEMS-05400 For a Program of Structural Tests and Inspections, see the Structural Light Gage Metal Design Engineer for the structural light gage metal framing systems. I. METAL FABRICATIONS-05500 For a Program of Structural Tests and Inspections, see the Metal Fabrication Design Engineer for the metal fabrications. Initial Construction Control Document j To be submitted with the building permit application by a 1 Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Cape Cod Resort&Spa-Waterpark . Date: 07/31/2015 Property Address: 1225 lyannough Rd, Hyannis MA Project: Check one or both as applicable: 91 New construction ❑ Existing Construction Project description: Addition I Stephen DesRoches MA Registration Number: 45861 Expiration date- 06/30/16 am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [x]. Electrical [x] Other Fire Alarm for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to `Final Construction Control.Document'. Enter in the space to the right a"wet"or electronic signature and seal: 4 661 Phone number: 508-503-2225 ` �` Email: stephendesroches@glynnelectric.com Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10_09_2012 Proposal of Compliance Alternatives-Draft The Cape Codder Resort& Spa, 1225 Iyannough Road,Hyannis,MA On behalf of the owners of The Cape Codder, in accordance with the 2009 International Existing Building Code (IEBC) as adopted and amended to serve as Massachusetts State Building Code Chapter 34,two compliance alternatives are proposed as part of the application for building permit to renovate and alter portions of the the existing property and to construct a new water park building.This proposed construction was also recently the subject of State Building Code Appeals Board Docket No. 15-1525, in which that board granted relief from the requirements of Massachusetts State Building Code Section 903.2 and Table 903.2 to provide automatic sprinkler protection in the water park portion of the property. Per IEBC Sec.101.5.0 (MA amend.), the proposed compliance alternatives both are related to aspects of the existing building construction in which the new water park construction would trigger code requirements upon the existing construction for which literal compliance is impractical, but for which alternative measures are proposed which are intended to address the intended effects of those code requirements. These proposed compliance alternatives have also been included in our previous,pre-construction meetings with the Barnstable Building Commissioner and Fire Department representative. According to Section 502.1of the building code, the building area is defined as the area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. Although various existing portions of The Cape Codder were constructed in phases over time,the entire facility in interconnected by pedestrian links,so that guests can travel freely within the facility without going outdoors in inclement weather. Although portions of the existing construction,especially at the pedestrian links,do possess fire resistive qualities,'none of these fire resistive elements possess the type of structural independence and stability necessary to qualify as fire walls, nor is it practical to modify any of the existing construction so as to create fire walls at these locations.-As a result,it must be concluded that,for purposes of determining and applying the height and area limitations of the code,the existing facility constitutes a single building for building code purposes, and that single building already exceeds by a significant amount the allowable limitations of the code for height and area. Because it is impractical to comply with the provisions of IEBC Sections 1002.1 and 1002.2,which require compliance with the height and area limitations of the code for new construction,it is instead proposed to offset/mitigate noncompliance with area limitations by providing fire resistant building compartments to minimize the spread of fire,smoke and other products of combustion in case of fire or other emergency. This will-be_accomplished by7 , Lupgradin'g tlietwalls_at-bui- lding pedestrian linksxto-a`one or_two hour fire resi's_tance ratmg�(asl 1permitted-by the limitations-of existingsconstruetio_n);)by providing fre doors_having=-rating app d&e`for-th_e�fire-resistance�-of-these upgraded-linking walls; and by providing automatic closing function for the fire doors which is tied into the building fire alarm system. The intent of these proposed alternatives is to create effective building separations at the pedestrian links which are equivalent to fire walls so as to achieve an alternate method of compliance with area limits. The addition of sprinkler protection in Residential Buildings 100,200,300,and 400 is intended to serve as a means to achieve an alternate method of compliance with height limitations by increasing the allowable height of these buildings. At the new water park structure,what formerly served as exterior walls and windows of Residential Buildings 200 and 300 will become interior space separating these residential areas from the water park space. Section 420.2 of the building code would require that these walls be 1 hour fire resistance rated fire partitions,and would require that fire shutters or other protection be provided for window openings. It is impractical for the existing exterior wall elements of Residential Buildings 200 and 300 to comply with this requirement of the code for new construction. Instead it is proposed that upgrades be made to the existing fire alarm system (and to be included in new portions of the fire alarm system as applicable)consisting of: y, Proposal of Compliance Alternatives-Draft Page 2 The Cape Codder Resort& Spa, 1225 Iyannough Road,Hyannis,MA - Upgrading the Fire Alarm Control Panel (FACP) and the Lobby Annunciator with voice evacuation capability; -Programming the new FACP to interface with all existing devices currently installed in the buildings; -Installing of a microphone at the front lobby to provide voice evacuation for the Wave Pool, existing Function Rooms, and Restaurant; - Upgrading the fire alarm system to be fully addressable for rooms in Residential buildings 100,200, 300 and 400 and in the existing Wave Pool building; and - Installing of new initiation and notification devices throughout common areas and guest rooms in Residential buildings 100,200,300 and 400 and in the existing Wave Pool building. The intended effect of the proposed fire alarm upgrades is to improve the system's ability to provide early warning and notification to guests and other occupants in case of an emergency. Automatic sprinkler protection is also being provided in the affected Residential Buildings 200 and 300(as well as Residential Buildings 100 and 400). The combined effect of these improvements is intended to serve as an alternate method of compliance with the requirements of the code for new construction to provide fire separation form these residential units and the water park. e © � Afel Charles D.Baker ' Governor � IAW'zac/�y�vl- �� yp y pp �t� 0�70�107� Thomas G.Gatzunis,P.E. Karyn E.Polito v, � '9f Commissioner Lieutenant Governor Brian Gale Daniel Bennett Chairman Secretary Richard Crowley / Vice Chairman E11:9>ZILQQ�.QQ?� G vv Robert Anderson 10-Jun-15 Administrator Mr./Mrs.Perry Building Commissioner 200 Main Street Hyannis,MA. 02601 Docket Number 15-1525 Property Address Cape Codder Resort& Spa, 1225 Iannough Road Hyannis,MA. 02601. Hearing Location 50 Maple Street Milford,MA. 01757 Hearing Date and Time 06-23-15 9:30 a.m. Dear Mr./Mrs. Perry x. The appeal for the subject property has been scheduled to be heard on the hearing date and time and location indicated above. A map is enclosed for your convenience. The State Building Code Appeals Board requires your presence or that of your representative at its hearing relative to the above case. Please bring with you a copy of the record, including any plans, sketches, drawings, etc, that will Help to give the Appeals Board grounds to adjudicate this appeal. The State Building Code Appeals Board hearings are held pursuant to 801 CMR 1.02 Informal Fair Hearing Rules. NO POSTPONEMENTS OR REFUNDS WILL BE GRANTED. In order to reschedule an appeal case,you must first withdraw the original case and file anew application. Anew application fee will be required. Very truly yours, THE STATE BUILDING CODE APPEALS BOARD Patricia A. Barry Coordinator DIRECTIONS TO DPS MILFORD OFFICE The address for the facility is, 50 Maple Street, Milford, MA 01757 Directions to Milford, Take Exit 19 for MA-109 toward Milford/Medway Turn LEFT onto BIRCH STREET Turn RIGHT onto BEAVER STREET Slight left onto MAPLE STREET .8 of a mile 50 Maple Street will be on your LEFT r e 1 This document contains important information. Este documento contiene information importante. Please have it translated immediately. Por favor,hagalo traducir de inmediato. p ARP f n Et7 0 Dokiman sila genyen enfomasyon ki enpbtan. Questo documento contiene informazioni importanti. Tanpri fe on moun tradwi 1 you ou imedyatman. Questo modulo va tradotto immediatamente. Este documento contem informayaes importantes. Tai lieu nay bao gam thong fin quan trong. Deve ser traduzido prontamente. Xin dish ban nay ra ngan ngu cua quj vi ngay. OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 2- �� Application # d J5"C �" T ,NNN 05 BAR STA LE Health Division Date Issued l2--Z- S Poe Conservation Division j Application Fee g p Planning Dept. Permit Feel' V 00Date Definitive Plan Approved by Planning Board 7,711 ::T'"_ Historic - OKH _ Preservation / Hyannis Project Street Address Z try ti h^ d✓� 5 U `� Village A Owner C., IA �.,, r�s�, '��. /,'�y �� Address /yf /,°, 61:� Telephone S'Q� a 3 C 7 - Permit Request Cvr s �r✓c�T cf ir; �r/co�� < i.J l� /� y /✓//ram/ li✓�, u-cr- �:✓ar ��S , G,c/c: �C� S"� �� Cy�C r'� d� 4,..�.1' Square feet: 1 st floor: existing proposed 7- 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 506 tb0*Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No i If yes, site plan review# Current Use Proposed Use Ak A-1 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name L� Telephone Number _SO 5 -31 Address 51N Loa- License# Home Improvement Contractor# 47 3 2,9 2 Email (_D4_50_a0_ l Cost. Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (0 �O S FOR OFFICIAL USE ONLY ti f APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ti OWNER _r DATE OF INSPECTION: f FOUNDATION FRAME INSULATION FIREPLACE .; ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ne Co n t m omiPealth of�Iassa.diusetts. Department oflidmstrid Accidents 4. Office of Im e-stigations ' 600 Washington.street .Boston,CIA 02111 w t v t.trt ass:go vld is 'Tarke><s' Compensation Insurance Affidavit-Btdlders(Cantractors/EIectricians/Plumbers Applicant Information Please Print LeaibI Name(Busiaesstorganizadonljnd dvai): M Address: 67 Won H S ,0.- 0." e CitylStat&Zip:_ t,o/46W V JI o, 14,,4- Q!b3 Z Phone-4- S-6 9 3 Z " J J L 6 Are you an employer?Check the appropriate box-: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6 ❑New jest( equi employees(full andfor part-time).* have hired.the sub-coutractors ction 2.❑ I am a sole proprietor orpartner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-c=rac#ors have 8. ❑Demolition working for me to an capacity- employees and have workers' ° y �t3`- [No workers'comp.insurance comp.iasurance,I 9. ❑Building addition. required_] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3_El am a homeowner doing all work, 11.❑Plumbing repairs or additions myself[Nomorkers'czmp. right of exemption per MGL 121-1 Roofrepairs insurance required.]T c.152,§1(4�and we have no employees.(No workers' 13.[51 0tber 1>p o comp_insurance required.], *Any sppt cant that checks box"I amst also fill orutthe section below showing their waleis'compensation policy information_ i homeowners who submit this affidavit indicating they axe doing all wa l and then him outside contractors nmsx submit a new affidavit indicatingg such. =Cantractors that chart this box mast attached an additional sheet shooing the name'of the sub-ccutractors and state whether or not tbme endtieshare employees. If the sub-cantractors have employees,they nuntpm-ide their w orken'comp.policy number. I aiti au etttplayer tliat is prot�dutg workers'conipe.ttsation insurance for my eniploj-ees. Below is tiro policy aMd job silo information 1 \ \ a \ Insurance Company Name: V�e y`I @ 5,> S�C t Y��k' . / I� 1?'►t l N r 1�6�1 yes Policy It or Self-ins.Lic.#: (31-U S-5-O Q S Expiration Date: y 15 Job Site Address: o A 5)a 1��. Cityfstat&Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL a 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 andfor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to V...50.00 a day against the violator. Be advised that a copy of this statement may be forwarded to.the Office of Investigations ofthe DIA for insurance coverage verification. I do lrerebjf cerfi under the pair ^ ttd nabFies ofpeduty that the inforrrtatiott pm ided a e.is and correct Sienaature: Date: Phone 0- :f t�` Official use only. Do not write in this area,to be campLeted by city ortotrn official. City or Town: PermitfLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department: 3.City/Town Clark 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Informaflon and Instructions ' Massachusetts Getwal Laws chapter 152 requims all employers Teo provide workers'compensation for their employees. pnrsL=t—f o this statute,an employee is defined as. -.every person in the service of another under any contract of hire, express or implied,oral or wriftem" " two or more 0 es le gal en r other co oration or �Y as an individual,partnership,association, g� tit5' , An employer is defined deal,p ��, rP of the foregoing engaged is a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or Trustee of an mdividnal,paxta i association or other 1 entity,employing employees. However the A owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who,employs persons to do maintenance,construction or repair work on such dwelling house or on Tile grotmds or building appzntenant thereto shall not because.of such employment be deemed to be an employer" MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permifto operate a business or to construct buildings in the commonwealth for"any applicant who has not produced acceptable evidence of compliance with the insuranm coverage required_" Additionally,MGL cbaptrr 152, §2SC(7)stafes"Neither the commonwealth nor ally of its political subdivisions shall enter info any contract for the performance ofpublic worts until acceptable evidence of compliance with the ffisuran ce. requiremen.s of this chapter have been presented to the contracting aufhoiity:' Applicanfis , Please fill out the woricers'compensation affidavit completely,by checIarig the boxes that apply to your sitnatiou and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along with their cetificate(s)of ir.manse. Limited Liability Companies(LLC)or Limited Liab ity Partnerships(LIP)withno employees other than the members or partners,are not required to carry workers'compensation insumce. N an LLC or LLP does have employees,apolicy is regnaed. Be advisedthat_this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be ret=e;d to!he city or town that the application for the peanit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or,if you are required to obtain a workers' compensation policy,please call the Department at the number listed below self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials t Please be sine that the affidavit is complete and printed leg�Iy.-The Department has provided a space at the bottom . of the affidavit for you to fill out in the event the Office ofInvestigations has to contact you regrading the applicant Please be sine to fill in the p=h1license number which will be used as a reference number. In addition,an applicant that must submit multiple permitlhcense applications m any given year,need only submit one affidavit mdicat ng current policy imfbrmation(if necessary)and under"Job site_a-ddress"the applicant sho17ld•f*rite"all locations in (city or town):'A copy of the affidavit that has been.officially stamped or marked by the city or town may be provided to the ' applicant as proof that a valid affidavit is on file for fufnre permits or licenses. A new affidavit must be filled oiut each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventrn'e (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Invesfigations would lice to thank you in.advance for your cooperation and should you have any questions, please do not hesitate to givens a call- The Dt--Rartmenf s address,telephone and fax number ' . 'Ilse f:a�art�alt�of I�lassaahu�t� •- Dtparfruent Qf 1ndmtial A=Zent% am=06inesiintiow 604 washiVG4 Stzre-t Bostw,MA 0211E Tel 4.617 727-49W ext 406 or 1-977 ICI SSAFE Fax#617 727 7749 Revised 4-24-07 a e �pZr�C�z3 DATE(MM/DDIYYYY) ACoRV CERTIFICATE OF LIABILITY INSURANCE 10/5/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Liberty Mutual Insurance NAME: PO Box 188065 PHONE, a EXt: 800-962-7132 Alc No): 800-845 3666 Fairfield, OH 45018 E-MAIL ADDRESS: BusinessService@LibertyMutual.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Peerless Insurance Company 24198 INSURED INSURER B: Jim Jeffries Laberge 67 Washington Bursley Way INSURERC: Centerville-MA 02632 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 26809348 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP .LIMITS LTR INS POLICY NUMBER MMIDDIYYYY MM/DD/YYYY A `/ COMMERCIAL GENERAL LIABILITY ✓ GL8655805 4/15/2015 4/15/2016 EACH OCCURRENCE $ 1,000,000 DAMAGE TRENTED CLAIMS-MADE ❑✓ OCCUR _PR EM SESOE.occurrence) ccurrrence $ 100,000 Lr-- MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ✓ POLICY❑PRO- JECT ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED POP T'DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ ' EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH.ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Cape Codder Resort&Spa is Additional Insured if required in a written contract,written agreement or permit,subject to General Liability Additional Insured Provision. CERTIFICATE HOLDER CANCELLATION Ca pa Codder Resort& Spa SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1225 lyannoU h Rd ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 02601 AUTHORIZED REPRESENTATIVE 3 r k Kerri Silvers ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 26809348 1 400796690 1 15-16 Master CertificateI Kerri Silvers 1 10/5/2015 9:10:37 AM (EDT) I Page 1 of 1 i AC" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `� 10/5/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Liberty Mutual Insurance NAME: PO Box 188065 Al�No Ext: 800-962-7132 NE FAX No): 800-845-3666 Fairfield, OH 45018 E-MAIL ADDRESS: BusinessService@LibertyMutual.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Peerless Insurance Company 24198 INSURED INSURER B: Jim Jeffries Laberge 67 Washington Burslley Way INSURERC: Centerville (VIA 02632 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 26809349 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LTR SD WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS A �/ COMMERCIAL GENERAL LIABILITY ✓ GL8655805 4/15/2015 4/15/2016 EACH CCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED ✓ PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN"L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ✓ POLICY PRO-- LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY(INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPEP,TY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE 2 POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Catania Hospitality Group LLC is Additional Insured if required in a written contract,written agreement or permit,subject to General Liability Additional Insured Provision. CERTIFICATE HOLDER CANCELLATION Catania Hospitality G LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Yrou p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 141 Falmouth Rd ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis MA 02601 AUTHORIZED REPRESENTATIVE Kerri Silvers ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 26809349 ( 400796690 1 15-16 Master Certificate I Kerri Silvers 110/5/2015 9:10:37 AM (EDT) I Page 1 of 1 ACOIR" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) `� 1 10/5/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Liberty Mutual Insurance NAME: PO Box 188065 PHONE ONNo Ext: 800-962-7132 FAX No): 800-845-3666 Fairfield, OH 45018 E-MAIL ADDRESS: BusinessService@LibertyMutual.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Peerless Insurance Company 24198 INSURED INSURER B: Jim Jeffries Laberge 67 Washington Bursley Way INSURERC: Centerville MA 02632 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 26809350 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE.ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE LTR INS WVD POLICY NUMBER MMIDDIYYYY MM/DD/YYYY LIMITS A �/ COMMERCIAL GENERAL LIABILITY ✓ GL8655805 4/15/2015 4/15/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑✓ OCCUR 'REM SESOEa occTur ante $ 100,600 ME EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ✓ POLICY❑jE O LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBIN=D SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PEP. OTH- ' AND EMPLOYERS'LIABILITY Y/N STP.TUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA . (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) East Coast Commercial Construction is Additional Insured if required in a written contract,written agreement or permit,subject to General Liability Additional Insured Provision. CERTIFICATE HOLDER CANCELLATION East Coast Commercial Construction SHOULD ANY OF THE ABOVE DESCRIBED PnLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 389-G W Center Street ACCORDANCE WITH THE POLICY PROVISIONS. West Bridgewater MA 02379 AUTHORIZED REPRESENTATIVE - Kerri Silvers ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 26809350 1 400796690 1 15-16 Master Certificate I Kerri Silvers 1 10/5/2015 9:10:37 AM (EDT) I Page 1 of 1 1POOMM ` -- Office of Consumer Affairs and Business Regulation 10 Park Plaza- 'Suite 517.0 B Massachusetts 0211.6: Boston, ,� Home lmprovement Cc$ tr?a�tor Registration Registration: 113292 k� Type: :Individual Expiration; 9/24/2016 Tom 256992 JI(Mi J. LABERGE JIM LABERGE 67 WASHI`NGTON BURSLEY WAY CENTERVILLE, MA 02632 Update Address and return card.Mark reason for change. n'.Address (] Renewal C] Employment G] Lost Card S¢A 1 W' 20M-05/11 eomanzanuald% a��z��U°tea I License or registration valid for individui use only i Office of consumer Affairs&Business Regulation before the-expiration date. If found return to: OME IMPROVEMENT CONTRACTOR i Office of Consumer Affairs and Business Regulation , egistration ''13.292 Type 10 Park Plaza-Suite 9170 {`{{ Expiration. 9X201i Individual Boston,MA 02116 I j JIM J.LABERGEAT j�` {,4ti a• C Jim LABERGE U., i 67 WASHINGTON BUqSYAY Not valid without signature CENTERVILLE,MA 026V Undersecretary r �1HE 3 f w lAlN8TAB1�, w 3 Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.bamstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must 1 Complete and Sign This Section If Using A Builder I, L��R►'1 rC► n ,as Owner of the subject property hereby authorize -; A -S& to act on my behalf, in all matters relative to work authorized by this building Permit application for: , Q)-s sya�,�o,��1, , (Address of Job) - 7 Signature of Owner Date V C 6A ,Ak Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.0uttook\2PIOlDHR\EXPRESS.doc Revised 040215 r � 1 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81" edition of the Massachusetts State Building Code e 780 CMR, Section 107 and 105 CMR 435.000 O,,M SVv Project Title: Cape Codder Resort and Spa Date: 10-20-2015 Property Address: 1225 Iyannough Rd, Hyannis, MA 02601 Project: Check(x)one or both as applicable: X New construction Existing Construction . S v^vc1�'�u^�-(' I''�.sf>ont/Giliftr Project description: New Lazy River and Wading Pools 19x L '-n r�fed -fo �1ie two s rriimm.ny pmdls a-r�� Con fa re✓ieu/ I Timothy Walker Registration Number:3/37(Expiration date: 61301/km a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning]. Architectural Structural Mechanical Fire Protection Electrical Other:✓ V 6i ff /POO Eav 0-14-17'a+n eX to a j /�ie Gpr^�'d�- J�c�rr►�7s for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR 107and 105 CMR 435.000), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to:. 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17 and 105 CMR 435.000,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107 and 105 CMR 435.000. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. N OF 11,qS Enter in the space to the right a"wet"or TIMOTHY electronic signature and seal: e k R o A No. 31376 3 Phone number: 203 454-4376 Email: AI EM6` Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description. Version 06 11 2013 ❑ Letter of Approval from Site Plan Review(if necessary) ❑ ocated in OKH or Hyannis Historic District Certificate of Appropriateness required Plot PIan ❑ ap & Parcel number Full Description of project(tl-value of replacement windows if applicable) ❑ If sprinkler or fire alarm system is required, do not accept application package without prior approval from Fire Department in writing. ❑ DEP letter attesting notification, hazardous materials results , if necessary Sign-Orax ealth Collector Conservation Treasurer ❑ If ZBA relief(Special Permit or Variance is required for project: ❑ Copy of Decision /E] Documentation proving that the decision was recorded at the Registry of Deeds Win one year of ZBA decision date. Street address of project N////C.orrect square footage f//,� stimated Cost O er's name & address ntractor's name, address & telephone number ❑ Contractor's signature ❑ Full sized plans,`stamped plans (1 full size and 1 reduced) ❑ �Woikman s Comp form.�„Cop5yof Insurance CompIian e Certificate must be on file. ❑ Construction Super's License OR ❑ Controlled Construction Documents___ ❑ Check expiration date on license l ❑ 00 next to restrictions '. ❑ Application Fee �] Permit Fee Property Owner must sign Property Owner Letter of Permission. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission q-forms/bldgpermits/permitchecklists I rev.080410 aas - -��►�,a h` SMEAO No. 10339 smead.com • Made in USA ift"CYCLEp Date: Oct. 23, 2017 �. To: Building File From:, Robin C. Anderson, ZEO Re: Noise Complaint.Investigation -.Conclusion Location: 17 Camrose Court In August of 2017, I was called to investigate a complaint concerning noise emanating from mechanical equipment installed at the rear of the Cape Codder Hotel. The caller, Theresa Fallon (508-778-5714) stated the noise is a constant droning sound and is disturbing to her Ms. Fallon resides at 17 Camrose Court. The rear yard of her property abuts the rear of the hotel property. In recent years the Cape Codder Hotel proposed a renovation and expansion project to include an indoor water park. The hotel was required to obtain zoning relief for thiE expansion and the matter was duly advertised. A public hearing was held and the necessary relief was granted. It appears that the conditions imposed by the ZBA have been satisfied. I reported to both the rear of the Cape Codder,and Ms. Fallon's property several times between August 2017 and Oct. 2017. On each occasion I was accompanied by Local Inspector Bob McKechnie. The weather conditions varied in temperature and wind direction. Because measuring a sound disturbance with the human ear is very subjective, we utilized an app on Bob's phone to create a baseline reference. The same app and phone was used each time but ultimately it was found not to be a useful tool. Without true ambient noise levels from both sites there can be no actual conclusion and thus the status of the complaint remains ambiguous. Unfortunately, staff does not have access to the scientific instruments required in order to accurately measure ambient and nuisance level noise. We remain unable to definitively and scientifically determine that the noise levels observed on those occasions exceeded the acceptable standards and would therefore constitute a violation. Recommendations for Consideration: 1. The property owners aggrieved by the noise levels of the abutting hotel may consider obtaining the services of a qualified professional who would be able to monitor and measure sound with proper scientific equipment. 2. The°hotel owners may consider exploring options for an equipment surround that would channel or dissipate the volume and redirect the noise emanating from the mechanical equipment. �. Additional landscape provisions and fencing may mitigate or muffle sound. This provision could be installed on either of the properties without further.scientific review. Copy:rLlr.g Mrs.Fallon, 17 Camrose Court,.Hyannis/!'class mail -_ � .. +r� P �'� t. TM:.x'�� ',y „y,�.. r.� '�r�,.x'cy a��'+°�`° i.r�:��+�.vw.,.wn«..'��+�,' � a s •4 't � = e � , „� �, e'er µ */•', �+��z a, f�i� i• add u a ' r � i 40" ' .. v. r � r NOT FOR PUBLIC VIEW Date: Oct. 23, 2017 To: Building File From: Robin C. Anderson, ZEO Re: Noise Complaint Investigation Conclusion . Location: 17 Camrose Court In August of 2017, I was called to investigate a complaint concerning noise emanating from mechanical equipment installed at the rear of the Cape Codder Hotel. The caller, Theresa Fallon (508-778-5714) stated the noise is a constant droning sound and is disturbing to her. Ms. Fallon resides at 17 Camrose Court. The rear,yard of her property abuts the rear of the hotel property. In recent years the.Cape Codder Hotel proposed a renovation and expansion project to include an indoor water park. The hotel was required to obtain zoning relief for this expansion and the matter was duly advertised. A public hearing was held and the necessary relief was granted. It appears that the conditions imposed by the ZBA have been satisfied. I reported to both the rear of the Cape Codder and Ms. Fallon's property several times between August 2017 and Oct. 2017. On each occasion I was accompanied by Local Inspector Bob McK.echnie. The weather conditions varied in temperature and wind direction. Because measuring a sound disturbance with the human ear is very subjective, we utilized an app on Bob's phone to create a baseline reference. The same app and phone was used each time but ultimately it was found not to be a useful tool. Without true ambient noise levels from both sites there can be no actual conclusion and thus the status of the complaint remains ambiguous. Unfortunately, staff does not have access to the scientific instruments required in order to .accurately measure ambient and nuisance level noise. We remain unable to definitively and scientifically determine that the noise levels observed on those occasions exceeded the acceptable standards and would therefore constitute a violation. Recommendations for Consideration: 1. The,property owners aggrieved by the noise levels of the abutting hotel may consider obtaining the services of a qualified professional who would be able to monitor and measure sound with proper scientific equipment. 2. The hotel owners may consider exploring options for an equipment surround that would charmel or.dissipate the volume and redirect the noise emanating from the mechanical equipment. I Additional landscape provisions and fencing may mitigate or muffle sound. This provision could be installed on either of the properties without further scientific review. Date: Oct. 23, 2017 To: Building File From: Robin C. Anderson, ZEO Re: Noise Complaint Investigation - .Conclusion Location: 17 Camrose Court In August of 2017, I was called to investigate a complaint concerning noise emanating from mechanical equipment installed at the rear of the Cape Codder Hotel. The caller, Theresa Fallon (508-778-5714) stated the noise is a constant droning sound and is disturbing to her. Ms. Fallon resides at 17 Camrose Court. The rear yard of her property abuts the rear of the hotel property. In recent years the Cape Codder Hotel proposed a renovation and expansion project to include an indoor water park. The hotel was required to obtain zoning relief for this expansion and the matter was duly advertised. A public hearing was held and the necessary relief was granted. It appears that the conditions imposed by the ZBA have been satisfied. I reported to both the rear of the Cape Codder and Ms. Fallon's property several times between August 2017 and Oct. 2017. On each occasion I was accompanied by Local Inspector Bob McKechnie. The weather conditions varied in temperature and wind direction. Because measuring a sound disturbance with the human ear is very subjective, we utilized an app on Bob's phone to create a baseline reference. The same app and phone was used each time but ultimately it was found not to be a useful tool. Without true ambient noise levels from both sites there can be no actual conclusion and thus the status of the complaint remains ambiguous. Unfortunately, staff does not have access to the scientific instruments required in order to accurately measure ambient and nuisance level noise. We remain unable to definitively and scientifically determine that the noise levels observed on those occasions exceeded the acceptable standards and would therefore constitute a violation. Recommendations for Consideration: 1. The property owners aggrieved by the noise levels of the abutting hotel may consider obtaining the services of a qualified professional who would be able to monitor and measure sound with proper scientific equipment. 2. The hotel owners may consider exploring options for an equipment surround that would channel or dissipate the volume and redirect the noise emanating from the mechanical equipment. 3. Additional landscape provisions and fencing may mitigate or muffle sound. This provision could be installed on either of the properties without further scientific review. . Copy:Mr&Airs. Fallon, 17 Comrose Court, Hyannis/I"class mail Date: August 25, 2017- Sept. 1, 2017— Sept. 8, 2017 To: Building File From: Robin C. Anderson, ZEO Re: Noise Complaint Location: 17 Camrose Court Conditions: Sunny, Dry, Warm Also Present: Bob Mck, Local Inspector Arrival: 2:30 PM 4 August 25, 2017 Reported to site at request of property owner, Theresa Fallon (508-778-5714) to listen for loud droning noise emanating from the Cape Codder pool equipment which is located behind the back yard of the subject property. Bob and I first reported to the rear parking lot of the Cape Codder to check the audible .sounds of the pool and hotel equipment. Bob used a decibel app to monitor and provide a baseline as a reference in the absence of professional equipment or sound technician/engineer. The reading averaged about 62-65 decibels in the commercial parking lot. We proceeded to 17 Camrose and as we had previously received verbal permission to access the rear yard, we walked around to the back of the house. The readings in this location averaged about 54 decibels. The noise was clearly audible, a mechanical humming buffered by a natural and landscaped tree line that mitigated the sound from the higher decibel reading identified at the hotel site. A neighbor's AC unit was also droning on the side of the house and although it contributed to the noise level it was not significant. s. We will attempt to return at different times of the day in order,to monitor the decibels using the same app. Sept 1, 2017 Friday Sunny 61 degrees, breezy—wind from north side blowing south Reported'to site with Bob Mck. Decibel readings rear yard of 17 Camrose—Range 48—55 Decibel reading directly in front of equipment & by tennis courts Range—58-62 1 T i.: Sent. 8, 2017 Friday 3:10 PM Wind south to north Conditions,sunny, mild/cool, dry b Leaf blower noise in background Important to note that the wind was blowing south to north - blowing the noise back to Me hotel. Side Rear Yard Reading at residential property - 57-64 decibels We met.owners outside. Took reading from same locations and checked sound level inside house in living room (facing back of hotel), bedroom (side/rear of house) and master bath (facing rear of hotel). Living Room When the property owner opened the window the noise level inside living room was audible but not excessively loud. On this occasion, my personal opinion is that it did not 'sound like a low humming or buzzing noise, constant and droning but not necessarily something that would disturb me not do I think my guests would be disturbed. Master Bedroom Again, the noise was not really audible until the window was opened. It seemec to me that it was so constant and droning that I personally would likely tune it out as background noise (at least the level of noise heard on this date). Master Bathroom The master bathroom has a vaulted ceiling and a crank-out window that when opened is angled directly into the primitive trail between the hotel and this residential property. The noise emanating from the commercial property would be channeled directly- into the opened window of the master bath and with a vaulted ceiling and no furnishings.or carpeting in the bathroom to muffle the noise, the sound is amplified. Hotel Property We stopped in the same area as on the previous occasion. The reading was 63-68 decibels. Oct. 17, 2017 Tuesday 9:30 AM Wind—from the West Conditions: Sunny, partly cloudy, dry, approx. 55 degrees winds noted only at hotel site. Decibel readings—rear yard of 17 Camrose—Range 48-55 Background noise of two leaf blowers maneuvering around cul-de-sac. Decibel,readings hotel property directly in front of equipment (by tennis courts) Range 58`=66 (wind from west blowing across parking lot). 2 DEP Noise Control Standards -MA DEP Noise Control Regulation 310 CMR 7.10 DEP regulation has defined noise as "...sound of sufficient intensity and/or duration as to cause or contribute to a condition of air pollution." Non-compliance with MA DEP Noise'Control Regulation 310 CMR 7.10 is defined by "...an increase in the broadband sound level by more than 10 db(A) above ambient.. " NoiseQuest', an information source on noise concerning aircraft and airports, identifies comparative ambient data as follows: Quiet urban daytime = 50 db Quiet urban nighttime = 40 db Quiet rural nighttime = 20 db A US Environmental study identified ambient data as follows: Metropolitan/urban areas average 60-70 db and up to 80+ dbs2 Quite suburban areas average 45-50 dbs3 A study prepared for a power line project included a chart that identified subjective evaluations of noise levels ranging from 0— 140 dbs. This document determined a `noisy urban street'to be at a level of 90 dbs. Comparative Chart of Subject Locations Date Cape Codder Motel 17 Camrose 8/25/17 62-65 54 9%1/17 58-62 48-55 9/8/17 63-68 57-64 10/17/17 58-66 48-55 It should be noted that none of the above (local) readings were taken with scientific instruments . However,the same app on the same phone was used for all measurements identified in order to create a baseline point of reference. Additionally, measurements were taken from the parking lot of 200 Main St.in order to have a baseline for normal daytime noise in this area. Situated on the corner of Yarmouth Road and Main Street, this area is a busy location with a traffic pattern similar although not as intense as on Route 132 & Phinney's Lane. A db range of 52-62 dbs was taken from the rear parking lot of 200 Main at 10:10 AM on 10/19/17. A second measurement was taken in front of the traffic line along Main Street resulting in a reading* of 58-95 dbs. www.noisegbest.psu.edu/noisebasics-basics.html '.U.S. Environmental Protection Agency 1978 3 U.S. Environmental Protection Agency 1978 Conclusion Assumptions: In order to proceed, I have had to make a few assumptions: • Camrose Court is a quiet urban street . • A quiet urban street has as ambient daytime noise averaging 50 db. • The field data collected from the hotel property and Camrose Court is an accurate" baseline. Facts: • A'fluctuating level of noise has been recorded. • The source of the noise is the commercial equipment located at the Cape Codder Hotel. • A 3 db change is the minimum change audible to the human ear.4 • Permanent increases of 5db are considered substantial:' Subjective: Whether or not the level of fluctuation results in distress is a personal matter of tolerance. It must be pointed out that most residential areas do not abut large commercial structures especially one that is touted as a destination location with amenities requiring specialized mechanical equipment. But after reviewing and comparing the available data, I remain unable to definitively conclude there is a violation; however I am equally reluctant to say there is in fact no violation to address. I have struggled with this ambiguity and it is difficult to dispel. This case is particularly challenging because of the environmental changes that routinely occur and may impact the sound including - changes in climate, wind direction, seasonal & heavy traffic , competing mechanical noise from AC units, leaf blowers & lawn mowers, even whether or not the windows are open. Noise also seems to be amplified in the still of the night (although in this case no night readings were taken). a Final MND/Initial Study PG&E Cressy-Gallo June 2013) 5 Final MND Initial Study PG&E Cressy-Gallo June 2013 4 Recommendations for Consideration: The inspectors observed the installation of a horizontal surround that enclosed the commercial equipment in question. The lines of this unit work to disburse the mechanical sound at an equal level, horizontally and across parking lot. The inspectors offer a recommendation to change the horizontal lines of the surround with a vertical unit and increase the height of said unit. This may re-direct the sound to disburse above a 2-story level and result in less of an impact to the residential properties. A 6 5 _62 c/ /L V_ZZ�CYG�UUP 6A_0 0/1 ola4lx 2a a 14,47 � One /! W� Awet, ✓c 6&n 02-108 February 1, 1990 DAQC Policy 90-001 DIVISION OF AIR QUALITY CONTROL POLICY This policy is adopted by the Division of Air Quality Control. The Department' s existing guideline for enforcing its noise regulation (310 CMR 7 . 10) is being reaffirmed. .s P 0 L I C Y A source of sound will be considered to be violating the Department's noise regulation (310 CMR 7. 10) if the source: 1. increases the broadband sound level by more than 10 dB(A) above ambient, or 2 . Produces a "pure tone" condition - when any octave band , center frequency sound pressure level exceeds the two adjacent center frequency sound pressure levels by 3 decibels or more. These criteria are measured both at the property line and at the nearest inhabited residence. Ambient is defined as the background A--weighted sound level that is exceeded 90% of the - time measured during equipment operating hours. The ambient may also be established by other means with the consent of the Department. proved.: (;brpa 1 1990 Effective: Immediately Barbara A. Kwet Acting Director Division of Air Qua it Control 100% Recycled Paper hereby authorized by the DEP to enforce, as provided in M.G.L.-C. 1-11, S- 14213, any regulation in which specific reference to 310 CMR 7.52.1s . cited." �Noise�is_defined-in-th-e Regulations as;;_" sound-of sufficient intensity wand%or_duratio.n_as`to cause or contribute to a condition of air o;lluti_o.n. P Community Sound Level Criteria A source of sound will be considered to.be in compliance with th6`DEP noise regulation 310 CMR 7.10(1) if the source does not: Increase-the brow b dsound�level�by"mo-r-e-th:anz10-dB(A)�above ----ambient;o r 2. Produce a pure tone condition. The material presented herein is intended for informational purposes only. Regulations continually evolve and are subject to change. We do not warranty this information and remind`;ahY . users of this information to research the current validity`ari:d applicability. ,.,;.. r { 3 , PG&E Cressey-Gallo 115 W Power Line Project INITIAL STUDY table 5.12-2.Typical Sound Levels Measured in the Environment Subjective /Examples of Common,Easily Recognized Sounds Decibels(dBA),at 50 feet Evaluations Near Jet Engine 140 Threshold of Pain(Discomfort) 130 Deafening Threshold of Feeling—Hard Rock Band 120 Accelerating Motorcycle(at a few feet away) 110 Loud Horn(at 10 feet away) 100 Noisy Urban Street r90� Very Loud Noisy Factory . 85 School Cafeteria with Untreated Surfaces 80 Loud Near Freeway Auto Traffic 60 Moderate Average Office 50 Soft Radio Music in Apartment 40 Faint Average Residence Without Stereo Playing 30 Average Whisper 20 Rustle of Leaves in Wind 10 Very Faint Human Breathing 5 Threshold of Audibility 0 Note:Continuous exposure above 85 dBA is likely to degrade the hearing of most people. Range of speech is 50 to 70 dBA. Source:U.S.Department of Housing and Urban Development,The Noise Guidebook,1985. Sensitive Receptors Noise exposure goals for different types of land uses depend on the noise sensitivities of those uses. Relig- ioUs centers, schools, guest lodging, hospitals, and libraries are particularly sensitive to noise intrusion and,therefore, have more stringent noise exposure limits than manufacturing or agricultural areas. Sensitive receptors found in the project vicinity include residences and schools. Figure 5.10-1a through 5.10-1d at the end of Section 5.10 (Land Use and Planning) shows the locations of the sensitive:recep- tors within a 0.S-mile buffer of the project area. Noise Standards CEQA does not define what noise level increase would be considered substantial. Regulating environmen- tal noise is generally the responsibility of local governments. In 1974 the U.S. EPA published guidelines on recommended maximum noise levels to protect public health and, and the State of California main- tains recommendations for local jurisdictions in the General Plan Guidelines published by the Governor's Office of Planning and Research (OPR, 2003). Given that environmental noise levels vary widely over time, aTthr-ee-dBA-changetis-the-m"inimu'achang� in environmental noise that is perceptible and recognizable by the human ear. Permanent increases in day-night environmental noise levels of more than 5 dBA(Ldn or CNEL) are considered to be substantial::. Intermittent noise.sources, such as construction, may be temporary or periodic and may cease after a short time. Factors to be considered in determining the significance of an adverse impact include: (1)the resulting noise level, (2)the duration and frequency of the noise, (3)the number of people affected, and (4).the land use designation of the affected receptor sites. June 2013 5-215 Final MND/Initial Study, /r PG&E Cressey-Gallo 115 kV Power Line Project ' INITIAL STUDY 5.12 Noise 5.12.1 Environmental Setting General Background Noise is defined as unwanted and objectionable sound. Sound levels are usually measured and expressed in decibels (dB), which are logarithmic units that can be used to conveniently compare wide ranges of sound intensities.The A-weighted decibel (dBA)scale of frequency sensitivity accounts for the sensitivity of the human ear,which is less sensitive to low frequencies, and correlates well with human perceptions of the annoying aspects of noise. On the logarithmic decibel scale,.a 70 dBA sound level is approximately twice as loud as a 60 dBA sound level and four times as loud as a 50 dBA sound level. Table 5.12-1 lists the definitions of various acoustical terms used in this analysis. Table 5.12-1.Acoustical Terms and Definitions TERM DEFINITION Decibel(dB) A unit describing the amplitude of sound,equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound to the reference pressure.The reference pressure --- for air is 20. A-Weighted Sound Level(dBA) The sound pressure level in decibels as measured on sound level meter using the A-weighting filter network.The A-weighting filter deemphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear,and correlates well with subjective reactions to noise. Equivalent Noise Level(Leq) The average A-weighted sound level during the measurement period.The hourly Leq used for this document is denoted as dBA Leq. Gohmunity Noise Equivalent Level The average A-weighted sound level during a 24-hour day,obtained after addition of 5 dB (CNEL) to sound levels in the evening from 7:00 pm to 10:00 pm and addition of 10 dB to sound .R levels in the night from 10:00 pm to 7:00 am: Day/Night Noise Level(Ldn) The average A-weighted sound level during a 24-hour day,obtained after addition of 10 dB to sound levels measured in the night from 10:00.pm to 7:00 am. _ Ambient Noise:Level The composite of noise from all sources near and far.The normal or existing level of environmental noise at a given location. Intrusive Noise that intrudes over and above the existing ambient noise level at a given location.The,, relative intrusiveness of a sound depends on its amplitude,duration,frequency,time of occurrence,and tonal or informational content,as well as the prevailing ambient noise level. Source:Caltrans 1998 Community Noise. Community noise levels can be highly variable from day to day as well as between day and night. For simplicity, sound levels are usually best represented by an equivalent level over a given time period (Leq) or by an average level occurring over a 24-hour day-night period (Ldn)..The Le,q,: or equivalent sound level, is a single value (in dBA) for any desired duration, which includes all of t.lie time-varying sound energy in the measurement period, usually one hour. The L50, is the median noise level that is exceeded fifty per cent of the time during any measuring interval. The Ldn, or day-night average sound level, is equal to the 24-hour A-weighted equivalent sound level with a 10-decibel penalty applied to nighttime sounds occurring between 10:00 p.m. and 7:00 a.m. Community Noise Equivalent Level (CNEL) is another metric that is the average equivalent A-weighted sound level during a 24-hour day, obtained after addition of five decibels to sound levels in the evening from 7:00 p.m. to 10:00 p.m. and after addition of 10 decibels to sound levels in the night from 10:00 p.m. to 7:00 a.m. To easily est, Tate the day-night level caused by any noise source emitting steadily and continuously over 24 hours, June 2013 5-213 Final MND/Initial study J PG&E Cressey-Gallo 115 kV Power Line Project 'INITIAL STUDY the Ldn is 6.4 dBA higher than the source's Leq. For example, if the expected continuous noise level from equipment is 50.0 dBA Leq for every hour,the day-night noise level would be 56.4 dBA Ldn. Community-noiselevels aar-e-usually closely-related fo-the-intensity-of human-activity:_N.o.is.e Levels:are Sgenerally considered-low when below 457d moderateiin tthe 45 to 60,dBA range,_and high above:60: GdBA-In`wilder-ness.`ar-eas,the`Ud-n noise_leve_lsican=be below'35 dBA. In small towns-or wooded and lightly Eused,residentia-areas;t OLdLdn-i more likely-to-be=around 50 or`60 dBA:Levels o nd 75 dBA are more common m:bu"ussy urba ar`n �eas d levels up to 85 dBA occur near major freeways and airports. Although people often accept the higher levels associated with very noisy urban residential and residential- commercial zones,they nevertheless are considered to be adverse to public health. Surrounding land uses dictate what noise levels would be considered acceptable or unacceptable. Lower levels are expected in rural or suburban areas than what would be expected for commercial.or industrial zones. Nighttime ambient levels in urban environments are about seven decibels lower than the corre- sponding daytime levels. In rural areas away from roads and other human activity, the day-to-nig.k difference can be considerably less. Areas with full-time human occupation and residency are often con-' sidered incompatible with substantial nighttime noise because of the likelihood of disrupting sleep. Noise levels above 45 dBA at night can result in the onset of sleep interference.At 70 dBA, sleep inter- ference effects become considerable (EPA, 1974). Gioundborne Vibration Vibrating objects in contact with the ground radiate energy through the ground. Vibration from large and/or_powerful objects can be perceptible by humans and animals,if the velocity of ground movement is substantial. The rumbling sound caused by vibrating room surfaces is called ground borne noise. Ground vibration is recorded in terms of peak particle velocity in inches per second (in/sec). The U.S. Department of Transportation (USDOT) has guidelines for vibration levels from,construction activities, and recommends that the maximum peak particle velocity levels remain less than.0.05 in/sec at the nearest structures. Vibration.levels greater than 0.5 in/sec have the potential to cause architec- tural damage to normal dwellings. The USDOT also states that vibration levels greater than 0.015,in/sec are.sometimes perceptible to people, and the level at which vibration becomes annoying to people-,is 0.64 in/sec-(USDOT, 2006). x -Regional Noise Environment T,he proposed:power line would connect the Gallo Substation to the Cressey Substation near the towns of Livingston and Cressey, and crossing SR-99. None of the project elements would be within the City of Livingston. Land uses along the alignment and vicinity are primarily agricultural with intermittent rural residences. Agricultural uses include orchards, vineyards, field crops, pastures, poultry. farms, .and dairies. Open fields and landscaping are located along the project route. The Gallo Winery facility and some light industry are located adjacent to the project route, such as on the southwest side of the proj- ect route intersection with SR-99. The baseline noise level of agricultural and rural-residential land.is• . approximately 30 dBA, whereas commercial use and urban areas have an average baseline noise level between 60 and 70 dBA (Caltrans, 1998). Table 5.12-2 shows typical sound levels from various environs mental noise sources. -k Final MND/Initial Study 5-214 June 2013 PG&E Cressey-Gallo 115 kV Power Line Project INITIAL STUDY F' Table 5.12-2.Typical Sound Levels Measured in the Environment Subjective Examples of Common,Easily Recognized Sounds Decibels(dBA),at 50 feet Evaluations Near Jet Engine 140 Threshold of Pain(Discomfort) 130 Deafening Threshold of Feeling-Hard Rock Band 120 Accelerating Motorcycle(at a few feet away) 110 Loud Horn(at 10 feet away) 100 Noisy Urban Street 90 Very Loud Noisy Factory 85 School Cafeteria with Untreated Surfaces 80 Loud Near Freeway Auto Traffic 60 Average Office 50 Moderate Soft Radio Music in Apartment 40 Faint Average Residence Without Stereo Playing 30 Average Whisper 20 Rustle of Leaves in Wind 10 Very Faint. Human Breathing 5 - Threshold of Audibility 0 Note:Continuous exposure above 85 dBA is likely to degrade the hearing of most people.Range of speech is 50 to 70 dBA. Source: U.S.Department of Housing and Urban Development,The Noise Guidebook,1985. Sensitive Receptors Noise exposure goals for different types of land uses depend on the noise sensitivities of those uses. Relig- ious centers, schools, guest lodging, hospitals, and libraries are particularly sensitive to noise intrusion and,therefore, have more stringent noise exposure limits than manufacturing or agricultural areas. Sensitive receptors found in the project vicinity include residences and schools. Figure 5.10-1a through 5.10-1d at the end of Section 5.10 (Land Use and Planning) shows the locations of the sensitive recep, tors within`a 0.5-mile buffer of the project area. Noise Standards CEQA does not define what noise level increase would be considered substantial. Regulating environmen tal noise is generally the responsibility of local governments. In 1974 the U.S. EPA published guidelines I recommended maximum noise levels to protect public health and, and the State of California main- tains 'recommendations for local jurisdictions in the General Plan Guidelines published by the Governor's Office of Planning and Research (OPR, 2003). Given that environmental noise levels vary widely over time, a three dBA change is the minimum change In;environmental noise that is perceptible and recognizable by the human ear. Permanent increasesIn"' Illy-,nig ht environmental noise levels of more than 5 dBA (Ldn or CNEL) are considered to be substantial... j tritermittent noise sources, such as construction, may be temporary or periodic and may cease after a* short time. Factors to be considered in determining the significance of an adverse impact include: (1)the resulting noise level, (2)the duration and frequency of the noise, (3)the number of people affected, and (4),the land use designation of the affected receptor sites. f June 2013 5-215 Final MND/Initial Study.' a Page 1 of 3 Section 1: Situations of Uncertainty -- Page 16 of 22 Self-Study Guide I OUTLINE INDEX I Section I I Section 2 Section 3 Section 4 Section 5 REVIEW What is "Quiet"? -- Varies between and within communities Well, FINALLY I am ready to talk about what "quiet" means, as I had promised!. Then we'll consider the effect of ambient sound when listening for vehicles. "Residual sound level" In 1970, Wyle Laboratories went to 18 different locations and measured the level of sound during a 24-hour period. The locations ranged from a farm next." to the Grand Canyon to a New York City window overlooking a highway. They noticed that in each site, when all sounds had died down, there still. remained what they called "residual noise level"-- that is, the sound level.of..., what we would call "quiet." As they described it, residual noise is' "the continuous noise one hears in the backyard at night when no single source can be identified, and which seems to come from 'all around' " (Wyle Laboratories, 1.971, page 7). To no one's surprise, they found that the residual noise level varies between communities -- "quiet" was louder in New York City,than it was on the farm. What is surprising is that it also varies duringthe day in each location. Varies between communities: The_daytime sound level of"quiet" (residual noise level) for various communities was as follows: Quiet suburban residential: 36-40 dB(A) ■ Urban/suburban residential: 42-56 dB(A) Cities: 62-69 dB(A). The-range of the sound level of"quiet" for these communities is extraordinary, ; when,you consider that the decibel system is logarithmic, so each'increase of, 10 decibels means doubling the level of sound. The residual noise level of y '!quiet" in cities was almost 30 decibels noisier than for suburban residential, communities, so their sound level of"quiet" would be perceived to be almost 81 times as loud. , http://www.,sauerburger.org/dona/crosscredit16.html 10/19/2017 Page 2 of 3 Apparently, the sound level of"quiet" is the same today as it was in 1971. , When Dr. Rob Wall Emerson and I did our research in 2006, we measured the sound level of"quiet" during the middle of the day in various communities, (Wall Emerson & Sauerburger, 2008) and found that the range of residual sound level for ■ suburban Silver Spring intersections was 37 to 49.5 db(A); ■ urban / suburban Annapolis intersections was 45.5 to 53 db(A); and i Al the city of Atlanta was 63.5 to 69 db(A). Varies during the day: The residual noise level at eachsite varied during the day, being loudest at::. r about 4:00 PM and quietest at about 4:00 AM. A sample of the range of residual noise level (sound level of"quiet") in typical residential community was recorded as follows: 1 Typical Residential Community 2:00 AM —30 db(A) 8:00-9:00 AM —42 db(A) 4:00 PM -48 db(A) Evening -45 db(A) Again, the range in the sound level of"quiet" overtime at the same location is remarkable: There was a difference of almost 20 decibels from the quietest, = time'of the day to the noisiest, which means that "quiet" in the middle of the day'at that location would be perceived as 4 times as noisy as it was'in the middle of the night. Wall Emerson; R. & Sauerburger, D. (2008). "Detecting approaching vehicles at streets . with no traffic control." Journal of Visual Impairment and Blindness, AFB Press,Volume 102, Number 12, pp. 747-760 Wyle Laboratories (1971). Community Noise. U.S. Environmental Protection Agency,' Office of Noise Abatement and Control, Washington, DC http://www.nonoise.org/epa/Ro11.1.4/ro1l14doc65.pdf NEXT PREVIOUS :t http://www.sauerburger.org/dona/crosscredit16.html 10/19/2017 Page 3,of 3 01 1 I i Y i i http://www.sauerburger.org/dona/crosscreditI 6.html 10/19/2017 =�Outdoor Ambient Sound Levels Page 1 of 4 n Enulneerlou T d 194` 6_ *vm.EnglneeringToolBoxoom Resources,Tools and Basic Information for Engineering and Design of Technical Applications! ?>AdChoices Noise Level rVAC Eu_iness 7 mbiert Noise As Leels Level. Cu Search i f Search�-"the most efficient way to navigate!" Outdoor Ambient Sound Levels Outdoor ambient sound level(dBA) in rural and urban business and industrial environments with or without limited traffic Sponsored Links �4 BU WE CAN ARANTEE A �o SSLE-FREE CLAWTE In residential areas most noise comes from transportation,construction,industrial,and human and animal sources. Road traffic noise is the major source of.n.oise_ The noise can be highly variable.It is common that Day_N fit souru lev _s„-;.+ -in different areas may vary a range of 50 dB.The outdoor level kqg-in a wilderness areas may occur as low as 30-40 dBA compared to 85-90 dBA in a urban areas.Most urban dwellers lives in areas of L,,,more than 48 dBA. Fhe;table below.indicates common outdoor sound pressure levels in rural and urban environments at the different octave oands. Outdoor Sound Pressure(dB) Octave Band Center Frequency(Hz) Conditions _ _ _ m __. 63 i 125 250 500 1000 `; 2000 i 4000 i 8000 Rural,no nearby traffic of concern 42 37 32 27 22 18 14 12 I Night- Suburban,no nearby traffic of concern 47 42 37 32 ! 27 23 I 19 17 _ �..- i time Urban,no nearby traffic of concern 52 47 42 37 ? 32 28 24 i 22 E _ _ k Business or commercial area 57 52 l 47 42 37 33 ` 29 27 tt �i i C Business or commercial area 62 57 52 47 42 38 34 32 __. Industrial tnal or manufacturing area 67 Daytime 62 57 52 47 43 I -Within 30 39 37 0 ff(91 m)of continuous heavy 72 67 62 57 52 48 ( 44 42 s traffic Related Topics • Acoustics-Room acoustics and acoustic properties-decibel A,B and C-Noise Rating(NR)curves,sound transmission,sound pressure, sound intensity and sound attenuation Noise and Attenuation-Noise is usually defined as unwanted sound-noise,noise generation,silencers and attenuation in HVAC systems Sponsored Links J Hyannis, MA: This Brilliant Company Is Disrupting A $200 Billion Industry CM Related Documents .. • !z -Day and Night Sound Level-EPA has defined an A-weighted sound level day and night equivalent for a 24 hour period • Propagation of Outdoor Sound-Partial Barriers-The transmission of sound through and around outdoor barriers-the Fresnel Number Decibel-Decibel is a logarithmic unit used to describe the ratio of a signal level-like power,sound pressure,voltage,intensity etc.to a reference level • SIL-Speech Interference Levels-Approximate speech interference levels • Acceptable d8A Noise Level-Acceptable noise-dBA-level at some locations Sound Power-Sound Power Level from common sources like fans,jet engines,cars,humans and more.. • Propagation of Sound Outdoors-Outdoor propagation of sound-distance and attenuation Sponsored Links t Need A Tree Service Pro? Find Pre-Screened Local Tree Service Pros:See Ratings and Reviews. Always Free To Use!harneadvisor.cor Tag Search ..... . ...... .. ............. _..., ............ hqp'-//www.engineeringtoolbox.com/outdoor-noise-d 62.htm1 10/19/2017 aOutdoor Ambient Sound Levels Page 2 of 4 ;,Search the Engineering ToolBox F Search -"the most efficient way to navigate!" (, AdChoices i As Levels Level Noise Ordinance Noise A Noise Reduction Outdoor Noise Complaint Decibel Level Engineering ToolBox-SketchUp Extension -Online 3D modeling! i Y Wi� Add standard and customized parametric components-like flange beams,lumbers,piping,stairs and more-to your SketchUp model with the Engineering ToclBox-SketchUp Extension/Plugin-enabled for use with the amazing,fun and free SketchUp Make and SketchUp Pro.Add the Engineering ToolBox extension to your SketchUp from the Sketchi pExtension Warehouse! 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Advertise in the ToolBox If you want to promote your products or services in the Engineeringg ToolBox-please use Google Adwords. ,P 30 '.'enFr,�aiics i ij•n�t Home • acoustics - • Air Psychrornetrics •,' Basics Combustion • Drawing Tools •i Dynamics t Economics • Electrical "-,;Environment Fluid Mechanics •:,Gases and Compressed Air MVpG systems 'Hydraulics and Pneumatics 'In'siilation • Nlateriat Properties •:'Mathematics • Mechanics https://www.engineeringtoolbox.com/outdoor-noise-d_62.html 10/19/2017 `Outdoor Ambient Sound Levels Page 3 of 4 {"i-_t Miscellaneous • Physiology Piping'Systems •4 Process Control •''Pumps :.:Standard Organizations Statics Steam and Condensate • Thermodynamics wiiierSystems Noise Reduction Outdoor Noise Complaint Decibel Level Hearing Level Unit Converter Temperature 0.0 ,. °c O OF_ Convert! i Length 1.0 (O m O km 0 in h O yards a ds U miles nautical it 0miles Convert! ,. Voluille 1.0 .0 m3 O liters 0 f3 U us gal Convert! 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The property owners aggrieved by the noise levels of the abutting hotel may consider obtaining the services of a qualified professional who would be able to monitor and measure sound with proper scientific equipment. 2. The hotel owners may explore options for an equipment surround that would channel or dissipate the volume and direction of the noise emanating from the mechanical equipment. 6 5 I - r ` , y'. '` W raup, nc. Sound Su' rvey and Analysts Report PROPOSED WIND ENERGY FACILITY BREWSTER, MASSACHUSETTS PREPARED FOR Cape &Vineyard Electric Cooperative, Inc. P.O. Box 427 Barnstable, Massachusetts 02630 PREPARED BY ESS Group, Inc. 888 Worcester Street,Suite 240 Wellesley, Massachusetts 02482 Project No. W279-000.3 August 2010 e www.essgroup.com Appendix 4: Sound Survey and Analysis Report 0 I M ' Frue,Onc. SOUND SURVEY AND ANALYSIS REPORT PROPOSED WIND ENERGY FACILITY IN THE TOWN OF BREWSTER, MASSACHUSETTS CAPE &VINEYARD ELECTRIC COOPERATIVE, INC. Prepared For. Cape&Vineyard Electric Cooperative, Inc. P.O. Box 427 Barnstable, Massachusetts 02630 Prepared By: ESS Group, Inc. 888 Worcester Street, Suite 240 Wellesley, Massachusetts 02482 ESS Project No. W279-000.3 August 2010 ESS Group, Inc. © 2010 —This document or any part may not be reproduced or transmitted in any form or by any means, electronic, or mechanical, including photocopying, microfilming, and recording without the express written consent of ESS Group, Inc. All rights reserved. - ' ' — ' ' Crew Inc. ' ' TABLE OF CONTENTS ` ' SECTION ' PAGE EXECU � 'SUMMARY ' � 1.0 INTRODUCTION---.--.—...._—.._--_----_---------_..---.~—..,. 1 � . 1.1 Concepts ofEnvironmental Sound..._------_----._-------_-----. 1 ' 1.2 Applicable Noise Standards and Regu|ations.....................................................................3 2.0 EXISTING ENVIRONMENT..........................................................................................................3 � ' 3.1 Field Methodology --------.—..---..----.--.—.----------..3 2'2 Measurement Locations..................................................................................................3 2.3 Measunement| Ks: Long-term Site---..----.`----..^,----,------4 2.4 Effects of Wind Speed Vo Ambient Sound Levels..............................................................S 2.5 Measurement Results: Short-term Sites...........................................................................6 ' ].O MODELING METHODOLOGY AND ASSUMPTIONS.........................................................................7 ' 3.1 Noise Prediction.Model............... ...................................................................................7 ' ' 3.2 Input tothe Noise Prediction Model-----------------------..---..8 ' _ ' 4.0 OPERATIONAL NOISE FROM THE WIND ENERGY FAClLlTY.--^---------.------..8 ' 5.0 NOISE IMPACT ASSESSMENT.....................................................................................................9 ' 6.0 CONCLUSIONS.:...................................................................................................................... 11 , — ' TABLES _ Table 1 ' Examples of Common Indoor and Outdoor Sound Pressure Levels , Table Summary uf Short-term Ambient Sound Measurements: Daytime ' Table 3 , Summary of Short-term Ambient Sound Measurements: Nighttime Table Calculated Project Sound Levels and Ambient Sound Levels at High Wind Speeds at Community Locations ' ` Table Calculated Project Sound Levels and Ambient Sound Levels at bow Wind Speeds at Community Locations .TaLda6 Calculated Project Sound Levels and Ambient Sound Levels at High Wind Speeds Along the Property Line ' Table 7 Calculated Project Sound Levels and Ambient Sound Levels at.Low Wind Speeds Along ' the Property Line ' Table 8 Calculated Project LdmatSustained High Wind Speeds and Ambient �mat the Pn)parb/ Line ne ' Table , Calculated Project LdmatSustained Low Wind Speeds and Ambient Ldnatthe Property' Una ^ . FIGURES ' Figune1 Example of Time Varying Sound Levels and Descriptive Noise Metrics ' ' Figure 2 Locations of Ambient Sound Measurement Sites and Prediction Sites Figure 3 ' Measured Hourly Ambient Sound Levels at the Long-term Site Figure 4 ' Measured Hourly L90 and Hourly Wind Speed at 10 meters Vs Time ' ' - � Copyright @es Group,mc 2010 . . ' . . roup, nc. TABLE OF CONTENTS(Continued) SECTION PAGE Figure 5 Measured Hourly L90.as a Function of Wind Speed at.10 meters with Linear Regression Curve Figure 6 Projected Increase in Ambient (L90) Sound Levels at the.Short-term Measurement Sites (ST1 to ST5)and at Four Locations along the Property Line (PL1 to PL4) Figure 7 Predicted Sound Pressure Level (dBA) at High Wind Speeds Figure 8 Predicted Sound Pressure Levels (dBA)at Low Wind Speeds I Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc roue, nc, EXECUTIVE SUMMARY Predicted noise levels from full operation of the proposed wind energy facility were evaluated with respect to applicable state and Iocal noise regulations for both high wind speed conditions and low wind speed conditions. Operational noise was assessed at the property line of the proposed facility and at the closest noise-sensitive land use in the surrounding community. Based on the results of this -noise assessment, ambient sound levels (expressed in terms of the hourly L90) at community locations are expected to increase by 0 to 2 decibels under high wind speed conditions and by 1 to 4 decibels under low wind speed conditions. Along the property line of the proposed facility, ambient sound levels are expected to increase by 0 to 3 decibels.under high wind speed conditions and by 1 to 5 decibels under low wind speed conditions. These results demonstrate compliance with the-applicable noise regulations. Assumptions used in the analysis result in a conservative estimate of the projected increase in ambient sound levels. The projected sound levels due to. operation of the wind turbines exclude the effects of excess attenuation due to propagation over acoustically"soft ground and the excess attenuation due to ground vegetation. Also, the sound propagation algorithms within the noise prediction model assume an omni-directional downwind condition. That is, although it is physically impossible, the noise prediction model assumes that every point for which a sound level is computed is downwind of a turbine: These first two assumptions yield projections of wind turbine noise levels are conservatively 'high." Finally, the projected noise levels due to the wind turbines were compared to conservatively "low" values of the ambient sound level. In some cases, ambient sound levels were obtained during periods of time for which observed wind speeds were below the cut-in wind speed of the wind turbine. Since increases in wind speeds generally produce increases in ambient sound levels, ambient sound levels at some of the community locations are expected to be higher at the cut-in wind speed than what was measured. So although the wind turbines would not be operating at speeds below the cut-in wind speed (and so would not produce any sound),.another level of conservatism was added to the noise assessment by comparing operational noise levels from the turbines to these conservatively "low.' values of the ambient sound level. Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc I f uF, oc. 1.0 INTRODUCTION ESS Group Inc. (ESS) has prepared this Noise Study Report for the proposed Brewster Wind Turbine Project (Project) for the Cape & Vineyard Electric Cooperative (CVEC). The report provides background information on concepts related to environmental sound, including descriptions of the noise metrics used throughout the report, the applicable noise standards and regulations, the results of the ambient sound measurement program, predicted noise levels from full load operation of the wind energy facility, and an assessment of the potential noise impacts of the Project. 1.1 Concepts of Environmental Sound Sounds are generated by a variety of sources i.e. — a musical instrument, a voice speaking, or an airplane that passes.overhead. Energy is required to produce sound and this sound energy is transmitted through the air in the form of sound waves tiny, quick oscillations of pressure just above and just below atmospheric pressure. These oscillations, or sound pressures, impinge on the ear, creating the sound we hear. The range of sound pressures that can be detected by a person with normal hearing is very wide, ranging from about 20 micro-pascals (pPa) for very faint sounds at the threshold of hearing to nearly 10 million pPa for extremely loud sounds, such as a jet during take-off at a distance.of 300 feet. Because the range of human hearing is so wide, sound levels are reported using "sound pressure levels"which are expressed in terms of decibels. The sound pressure level in decibels is the logarithm of the ratio of the sound pressure of the source to the reference sound pressure of 20 pPa, multiplied by 20.1 Table 1 provides some examples of common sources of sound and their sound pressure levels. All sound levels in this assessment are provided in A-weighted decibels, abbreviated "dB(A)" or "dBA." The A-weighted sound level reflects how the human ear responds to sound. In the context of environmental sound, noise is defined as"unwanted sound." In the sections that follow, measured and predicted sound pressure levels are summarized utilizing the noise metrics described below and expressed in terms of A-weighted decibels. ■ "L10" is the sound level that is exceeded for 10-percent of time and is a measure of the intrusiveness of relatively short-duration noise events that occurred during the period. "L,.q" is the value or level of a steady, non-fluctuating sound that represents the same sound energy as the actual time-varying sound evaluated over the same time period. ■ "L50"is the sound level that is exceeded for 50-percent of time and is useful in understanding the audibility of power plants and industrial facilities. 1 The sound pressure level( LP')in decibels("M')corresponding to a sound pressure("p'�is given by the following equation: Lp=20 log to(p/pref); Where: p=the sound pressure in pPa;and pref=the reference sound pressure of 20 pPa. I Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc "rouO Sound Survey and Analysis Report August 2010 '190" is the sound level that is exceeded for 90-percent of time and is.a measure of the background or residual sound levels in the absence of recurring noise events. ■ "Ldn", or the Day-Night Average Sound Level, is a 24-hour energy-average sound level with a 10-decibel weighting applied to sound levels in the nine nighttime hours from 10:00 p.m. to 7:00 a.m. Figure 1 provides a graphic representation of the various noise metrics described above. The curve shown by the thin black line in the graph of Figure 1 represents the fluctuating 1-second sound pressure levels over a measurement period of roughly 20 minutes. The fluctuating sound pressure levels range from the mid 30's to the mid 70's and are expressed in terms of A-weighted decibels. The blue thick line in the graph represents the Lq for the measurement period and contains the same sound energy as the actual time-varying sound. For the measurement period in the graph, the Lq is 50 dBA. Three statistical noise metrics are also depicted on the graph. For the measurement period shown in Figure 1, the values of the L10, L50, and L90 are 41 dBA, 37 dBA, and 34 dBA, respectively. 1.2 Applicable Noise Standards and Regulations Applicable noise standards for the Town of Brewster are contained within the Zoning Regulations.2 Section 179-40.2.E(6) and provides that the noise level at the lot line may not exceed 10 dBA over the ambient sound level.and must comply with the existing Town of Brewster Noise Bylaw.3 The local standard in the Zoning Regulations is consistent with the Massachusetts Department of Environmental Protection (MassDEP) noise regulation, which is contained in 310 CMR 7.10. According to MassDEP;a source of sound violates the Department's noise regulation if the source: ■ Increases the broadband sound level by more than 10 dB(A) above ambient; or ■ Produces a "pure tone" condition —when any octave band center frequency sound pressure level exceeds the two adjacent center frequency sound pressure levels by.3 decibels or more. The MassDEP criteria are evaluated both at the property line and at the nearest inhabited residence or other sensitive land use. "Ambient is defined as the background A-weighted sound level that is exceeded 90% of the time, measured during equipment operating hours. The results of an ambient sound measurement program are presented in the following section. The objective of the program is to document background (ambient) sound levels in the vicinity of the proposed wind energy facility in the Town of Brewster. The results of the measurement program serve to establish a baseline against which to assess the potential noise impacts of the Project. Z The Code of the Town of Brewster, Massachusetts, v29 Updated 7-15-2009/ Part II General Legislation/Chapter 179, Zoning/ Article IX,Special Regulations/§ 179-40.2.Wind energy turbines. 3 The Code of the Town of Brewster,Massachusetts,09 Updated 7-15-1999/Part II General Legislation/Chapter 125, Noise. Page 2 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc r roup Inc. Sound Survey and Analysis Report August 2010 2.0 EXISTING ENVIRONMENT ESS personnel performed ambient sound level measurements at six locations to characterize the existing acoustic environment in the vicinity of the proposed wind energy facility. The results of the ambient sound measurements serve as the basis for assessing the potential noise impacts of the Project. This section summarizes the methodologies used by ESS personnel during the measurement program, describes the measurement sites, and presents the results of the measurement program. 2.1 Field Methodolo4v Ambient sound measurements at five community locations were performed using a Larson Davis Model 831 precision integrating sound level meter that meets the requirements of American National Standards Institute (ANSI) Standards for Type I instruments. Ambient sound measurements on the site of the proposed Project were performed using a Larson Davis Model 824 precision integrating sound level meter that also meets the ANSI standards for Type I instruments. In both cases, the microphone was fitted with a windscreen and set upon a tripod at a height of 5 feet above ground, and located out of the influence of any vertical reflecting surfaces. The sound level meters were calibrated at the beginning and end of the measurement period using either Larson Davis Model CAL200, or Model CAL250, acoustic calibrators following procedures that are traceable to the National Institute of Standards and Technology (NIST). The sound level meters were programmed to sample and store A-weighted sound level data including equivalent sound levels (Leq) and percentile levels (L1, L10, L33, L50, L90, and L99). Ambient sound level measurements were performed for the period from April 23 to 26, 2010. Historical weather observations for the measurement period were obtained from the permanent weather station at Chatham Municipal Airport(CQX). Throughout the measurement period, there was little or no-precipitation,4 temperatures ranged from the mid 40s at night to the low 60s (degrees Fahrenheit) during the day, and surface wind speeds generally, ranged from 0 to 16 mph (0 to 7.2 m/s). 2.2 Measurement Locations Long-term,-unattended noise measurements were performed at one location on the site of the proposed Project. This measurement site (Site LT) was located in the southeast corner of the driving range on town-owned land within Commerce Park. The long-term monitoring site is shown on Figure 2. The results of the long-term sound measurements were used to understand the effects of area-wide wind speeds on ambient sound levels. Additional short-term, attended ambient sound measurements were performed at five locations in the communities surrounding the Project site. The short-term sites were selected to be representative of closest noise-sensitive land use in the vicinity of the proposed wind energy facility. Short-term a Based on hourly observations at CQX, trace amounts of precipitation were recorded during the hours of 10:00 a.m. and 11:00 a.m.on Sunday,April 25`":Precipitation in trace amounts to as much as 0.02 inches per hour also occurred during several one-hour periods on the morning of Monday,April 26`h Page 3 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-Sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc "Foup Sound Survey and Analysis Report August 2010 measurements of 20-minutes in duration were made at each community site both for typical daytime periods (between 7:00 a.m. and 10:00 p.m.) and for typical nighttime periods (between 10:00 p.m. and 7:00 a.m.).5 The short-term (ST) locations are mapped on Figure 2 and described below: ■ Site ST1: at the baseball fields on Freemans Way located approximately 2,760 feet from the closest turbine, representing the closest noise-sensitive land use to the west of the Project; ■ Site ST2: at the west end of Huckleberry Lane located approximately 2,460 feet from the closest turbine, representing the closest residential land use to the southeast of the Project; ■ Site STI at the west end of Nan-Ke-Rafe Path and north of Route 6, located approximately 1,800 feet from the closest turbine, representing the closest residential land use to the north of the Project; ■ Site ST4: at the west end of Timber Lane Drive located approximately 3,570 feet from the closest turbine, representing the closest residential land use to the east of the Project; and ■ Site STS: at the north end of Old Mansion Road located approximately 2,250 feet from the closest turbine, at the location of an assisted living facility. Figure 2 also shows the location of four "prediction-only" sites along the property lines of the proposed Facility (shown with a 'LPL" prefix). All of the sites shown in Figure 2 were included in the modeling, as discussed later in Sections 4 and 5. 2.3 Measurement Results: Long-term Site Figure 3 provides a graph of the measured hourly sound levels at the long-term site over the period from April 23 to April„26, 2010. As shown in the graph, the on-site ambient sound levels exhibit strong diurnal patterns with higher ambient sound levels observed during daytime hours and lower levels at night. Measured hourly ambient sound levels ranged from 36 to 57 dBA Leq and from 35 to 52 dBA 1_90. Observed sources of noise that contributed to the existing acoustic environment at the long-term site included wind in the trees, distant traffic on local roads, birds, and activity at the sand pit abutting the Project site to the east. The measured hourly. L90 reached its minimum value of 35 dBA in the early morning hours of Saturday, April 24t", and again during the early morning hours of Monday, April 26t". As demonstrated in the paragraphs that follow, during these time periods when the measured 1-90 reached its minimum values, observed wind speeds were below the cut-in wind speed of the turbine. The measured hourly L90 reached its maximum value of 51 dBA on the afternoon of Friday, April 23rd, and approached 50 dBA during the mid-morning hours of Monday, April 26t". During the deployment of the monitor on the afternoon of April 23rd, ESS personnel observed that the major sources of ambient sound included wind-in-the-trees and distant traffic. On the afternoon of April 271", ESS s Due to limited site access, nighttime ambient sound measurements were not performed at Site ST2 or Site ST3. Page 4 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc �4nc- roup Sound Survey and Analysis Report Au ust•2010 personnel observed that activity at the sand pit to the east of the Project site contributed to ambient sound levels at the long-term site. 2.4 Effects of Wind Sneed on Ambient Sound Levels To provide an understanding of the effect of area-wide wind speeds on ambient sound levels, observed wind speeds and directions for the measurement period were obtained from several . sources including an on-site wind anemometer, the permanent weather station at Chatham Municipal Airport (CQX),, the permanent weather station at Barnstable Municipal Airport (HYA), and from an anemometer at Cape Cod Regional Technical High School in Harwich, Massachusetts. The best correlation of measured wind speeds and ambient sound levels (expressed in terms of the hourly L90) were based on the observed wind speeds obtained from the high school's anemometer. Since the high school's anemometer is at a height of 25 feet (7.6 meters) above ground,b measured wind speed data were normalized to a standard height of 10 meters above ground using the"power law" equation?and a site-specific wind.shear factor of-0.330.8 As shown in Figure 4, the measured hourly ambient sound levels show good correlation with the observed wind speeds from the anemometer installed at the high school. This figure also shows the hours for which the wind speed at the standard height of 10 meters exceeded the mechanical cut-in wiind speed of the turbine.9 Observed wind speeds exceeded the cut-in wind speed of the turbine for slightly more that half the duration of the noise monitoring period. During the hours when wind speeds exceeded the cut-in wind speed of the turbine, ambient sound levels at the long-term site ranged from 35 to 51 dBA L90. Ambient sound levels at the long-term site were not observed to fall below 35 dBA L90 even during nighttime periods when observed wind speeds were below the cut-in wind speed of the turbine. Figure 5 shows a linear regression of the measured hourly L90s and the observed wind speeds normalized to a standard height of 10 meters. The wind speeds at 10 meters were derived from the power law equation and observed wind speeds at the high school. This regression curve was used to provide an estimate of ambient sound levels (L90) for wind speeds that were not observed during the noise measurement period, in particular for higher wind speeds at which the turbine produces its. maximum sound power level. 6 Based on a phone conversation with staff in the electrical department at the high school. The wind speeds at 10 meters were derived from the"power law"equation, as shown below[Manwell,J.F., McGowan,J.G.;and Rogers,A.L.,Wind Energy Explained,John Wiley&Sons, Ltd.;2002,pp.44-45]; Uz= Uz,ref*((Z)/(Zref))" Where: Uz=wind speed at height,Z,above ground; Uz,ref=wind speed at reference height,Zref,above ground; Z=height above ground; Zref=reference height above ground(10 meters);and A=wind shear $"Town of Brewster Wind Turbine Feasibility Study,"Black&Veatch,June 15,2009. 9 The:mechanical cut-in wind speed of the Vestas V90 is 3.5 m/s at hub height.This is equivalent to a wind speed of 1.8 m/s at the _standard height of 10 meters,using the methods described in the preceding paragraph. Page 5 copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc "10 Sound Survey and Analysis Report August 2010 The measurement results at the long-term site were used as conservative estimates of the ambient sound levels along the property line of the proposed Facility. The long-term site was located within the boundary of the proposed Facility, away from sources of noise that would yield higher levels of ambient sound (such as traffic on Route 6, traffic on Freemans Way, or activity at the gravel pit to the east). The location of the long-term site adds a level of conservatism to the impact assessment, as ambient sound levels along the property line are expected to be higher than the ambient sound levels at the long-term site. Using the equation for the regression curve shown in Figure 5, the on- site ambient sound level at higher wind speeds (6 m/s or more at 10 meters),10 the on-site ambient sound level.is estimated to be 52 dBA L90. 2.5 Measurement Results: Short-term Sites Table 2 provides a summary of the measured ambient sound levels at the short-term sites for typical daytime periods,while Table 3 summarizes the measured ambient sound levels for typical nighttime periods. Site ST1 was located to the west of the Project site. Measured ambient sound levels ranged from 35 dBA L90 for a typical nighttime period to 50 dBA L90 for a typical daytime period. In general, ambient sound levels at Site ST1 were higher than the ambient at each of the other short-term sites. Sources of.noise contributing to the acoustic environment at Site ST1 included traffic on Freemans Way, traffic on Route 6, and wind in the trees. During the daytime period, the observed wind speed was 4.6 m/s at the standard height of 10 meters. For the nighttime period, the observed wind speed was 1.4 m/s at the standard height, which is below the cut-in speed of the turbine at hub height. Site ST2 was located to the southeast of the Project site. The measured ambient sound level for a typical daytime period was 40 dBA L90. Sources of noise contributing to the daytime acoustic environment at Site ST2 included wind in the trees, birds, distant heavy equipment, as well as distant traffic on Freemans Way and Route 137. During this measurement period, the observed wind speed was 3.5 m/s at the standard height of 10 meters, which is slightly above the cut-in wind speed of the turbine at hub height. Nighttime ambient sound levels were not measured at Site ST2 due as access was limited. Site ST3 was located to the north of the Project site and to the north of Route 6. The measured ambient sound level for a typical daytime period at this site was 41 dBA L90. Sources of noise contributing to the daytime acoustic environment at Site ST3 included wind in the trees, birds, and. distant traffic on Route 6. During this measurement period, the observed wind speed was 3.7 m/s at . the standard height of 10 meters, which is slightly above the cut-in wind speed of the turbine at hub height. Nighttime ambient sound levels were not measured at Site ST3 due to limited access. 10 Based on the information provided by Vestas,the A-weighted sound power level of the V90 is 100 dBA at a wind speed of 4 m/s at the standard height of 10 meters and increases to a value of 103 dBA at a wind speed of 6 m/s at 10 meters.The sound power level of the turbine remains constant at 103 dBA for wind speeds from 6 to 14 m/s at the standard height of 10 meters. Note that the mechanical cut-in speed of the turbine is 3.5 m/s at hub height, which corresponds to a wind speed of 1.8 m/s at 10 meters. Also note that sound power level data were not available for wind speeds below 4 m/s at 10 meters. Page 6 Copyright©ESS Group,Inc.,,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc rolup nc. Sound Survey and Analysis Report August 2010 Site ST4 was located to the east of the Project site. Measured ambient sound levels ranged from 34 dBA L90 for a typical nighttime period to 44 dBA L90 for a typical daytime period. Sources of noise contributing to the acoustic environment at Site ST4 included distant traffic on Route 6, vehicles on Timber Lane, distant backup alarms, birds, and wind in the trees. During the daytime period, the observed wind speed was 4.5 m/s at the standard height of 10 meters. For the nighttime period, the observed wind speed was 1.1 m/s at the standard height, which is below the cut-in speed of the turbine at hub height. Site ST5 was located to the east of the Project site on the grounds of an assisted living facility. Measured ambient sound levels ranged from 36 dBA L90 for a typical nighttime period to 46 dBA L90 for a typical daytime period. Sources of noise contributing to the acoustic environment at Site ST5 included distant traffic on Route 6, vehicles trips to and from the facility on Old Mansion Road, birds, wind in the trees, and heavy equipment at the gravel pit during the day. During the daytime period, the observed wind speed was 4.5 m/s at the standard height of 10 meters. For the nighttime period, the observed wind speed was 1.1 m/s at the standard height; which is below the cut-in speed of the turbine. These measured values of the L90 were used as the basis for assessing the potential noise impact of the Project, as described in the Section 5.0. Note that in some cases, ambient sound levels were measured during periods at which the estimated hub height wind speed was below the cut-in wind speed of the turbine. This may lead to conservative estimates of the increase in ambient sound levels resulting from the Project. 3.0 MODELING METHODOLOGY AND ASSUMPTIONS This section describes the methods and assumptions used to calculate noise levels due to full operation of P P the proposed wind energy facility. 3.1 Noise Prediction Model The Cadna-A° computer noise model was used to calculate sound pressure levels from the operation of Project components at noise-sensitive locations in the vicinity of the proposed Project. An industry standard, Cadna-A® was developed by DataKustik GmbH to provide an estimate of sound levels at distances from specific noise sources. This model takes into account: ■ Sound power levels from stationary and mobile sources; ■ The effects of,terrain features including relative elevations of noise sources; ■ - The locations of noise-sensitive land use ■ Intervening objects including buildings and sound barrier walls; and ■ Ground effects due to areas of pavement and unpaved ground. Page 7 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc IPOQpInc. Sound Survey and Analysis Report August 2010 Cadna-AO accounts for shielding and reflections due to intervening buildings or other structures in the propagation path,as well as diffracted paths around and over structures, which tend to reduce computed noise levels. The shielding effects due to intervening buildings and ground vegetation were not included within the model. By excluding the shielding effects provided by buildings and ground vegetation,the computed operational sound levels.include a level of conservatism. The International Standards Organization current standard for outdoor sound propagation: ISO 9613 Part 2 — "Attenuation of sound during propagation outdoors";was used within Cadna-A°. This standard provides a method for calculating environmental noise in communities from a variety of sources with known emission levels. The method contained within the standard calculates the attenuation over the entire sound path under weather conditions that are favorable for sound propagation, such as for downwind propagation or"Under a well-developed moderate ground-based temperature inversion." Application of such weather conditions to the modeling of the facility yields conservative estimates of operational noise levels in the surrounding community. The output from Cadna-A° includes tabular sound level results at selected receiver locations and colored noise contour maps (isopleths)that show areas of equal and similar sound levels. 3.2 Input to the Noise Prediction Model Vestas provided the acoustic emissions of the V90 1.8/2.0 MW turbine for a range of normalized wind speeds. This wind turbine is expected to produce an A-weighted sound power level of 100 dBA at a wind speed of 4 m/s at a standard height of 10 meters. Based on information provided by the manufacturer, the A-weighted sound power level of the V90 increases to a value of 103 dBA at a wind speed of 6 m/s at 10 meters above the ground. At higher wind speeds (up to 14 m/s at 10 meters), the A-weighted sound power level of the V90 remains constant at 103 dBA. For this impact assessment, operational noise levels from the Project were evaluated for "high" wind speed conditions (6 m/s,or more, at 10 meters) and for"low"wind speed conditions (4 m/s at 10 meters). Another level of conservatism was included in the noise level projections from the proposed facility by adopting a conservative estimate of the ground absorption coefficient as implemented in the ISO 9613 Standard within Cadna-A°. Possible values for the ground absorption coefficient range from zero (0.0) for sound propagation over acoustically"hard"ground such as water or pavement, to one (1.0) for propagation over acoustically"soft"ground such as fields or lawn or snow. While a higher value of the ground absorption coefficient would be justified due to the characteristics of the surrounding terrain (particularly for the community sites, the closest of which is approximately 1800 meters from the proposed wind energy facility),a value of zero (0.0) was assumed throughout the entire study area. 4.0-OPERATIONAL NOISE FROM THE WIND ENERGY FACILITY Figures 6 and 7 show the operational noise levels due to the proposed wind energy facility as noise contours in 5-dB intervals, for high wind speed conditions and for low wind speed conditions, respectively. The noise contours are graphical representations of the cumulative noise associated with full operation of the proposed facility, and show how operational noise would be distributed over the Page 8 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc i roan nC. Sound Survey and Analysis Report August 2010 surrounding area. The contour lines shown in the figures are analogous to elevation contours on a topographic map, i.e. the noise contours are continuous lines of equal noise level around some source; or sources, of noise. The noise contours in the figures are indicative of conditions that are favorable for sound propagation, such as those that occur under downwind propagation, as mentioned in the previous section. As a result, the noise contours shown in Figures 6 and 7 are considered conservative. In reality, wind speeds and direction are constantly changing. At those times when a particular receiver is located downwind from the proposed wind energy facility (wind blowing from the Facility to the receiver), the noise contours shown in Figures 6 and 7 would be applicable. However, at other times, a receiver may be upwind of the Facility (wind blowing from the receiver to the Facility). Under upwind conditions, the noise contours shown in Figures 6 and 7 may overestimate operational noise levels. Figures 6 and 7 also show the locations of the measurement sites and the locations of additional receivers located at the property lines of the facility. 5.0 NOISE IMPACT ASSESSMENT Table 4 provides a summary of the predicted noise levels from full operation of the wind energy facility at high wind speeds at each of the short-term measurement sites in the community. As shown in the table, predicted noise levels from the turbine are expected to range from 32 to 40 dBA at the closest noise- sensitive land uses in the vicinity of the Project. This table compares the predicted noise levels from the wind turbines to the measured daytime ambient sound levels at the short-term sites. As shown in the table, the projected increase in daytime ambient sound levels would range from 0 to 2 decibels, and so would meet the applicable state and local standards for an allowable increase in the ambient sound level. Table 5 provides a summary of the predicted noise levels from full operation of the wind energy facility at low wind speeds at each of the short-term measurement sites. Predicted noise levels from the turbine are expected to range from 29 to 37 dBA at the closest noise-sensitive land uses in the vicinity of the Project. This table compares the predicted noise levels from the wind turbines to the measured nighttime ambient sound levels at the short-term sites. As shown in the table, the projected increase in nighttime ambient sound levels would range from 2 to 4 decibels, and so the Project is expected to meet the applicable state and local standards for an allowable increase in the ambient sound level. However, it should be noted that the ambient sound levels shown in the Table 5 were obtained during periods when the observed wind speeds were below the mechanical cut-in wind speed of the turbine. Asa result, the increases in nighttime ambient sound levels at the short-term sites are a conservative estimate, since ambient sound levels are expected to be higher at higher wind speeds. Table 6 shows the predicted sound levels due to full power operation of the wind energy facility (at high wind speeds) at four of the closest locations along each property line. As shown in the table, predicted- sound levels due to the operation of the wind energy facility at high wind speeds are expected to range from 42 to 52 dBA. During the monitoring period, observed wind speeds did not reach 6 m/s at 10 meters — the minimum.wind speed at which the turbine produces the maximum sound power level. Consequently, the equation for the linear regression curve shown in Figure 5 was used to estimate the Page 9 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc "roun Sound Survey and Analysis Report August 2010 ambient sound level (L90) at high wind speeds for the property line locations. Based on the linear regression curve, on-site ambient hourly sound levels are expected to be 52 dBA 1_90. As shown in the table,the predicted increase in ambient sound is expected to range from 0 to 3 decibels, meeting the applicable state and local standards for an allowable increase in the ambient sound level. Table 7 shows the predicted sound levels due to operation of the wind energy facility at low wind speeds at four of the closest locations along each property line. As shown in the table, predicted sound levels due to the turbine would range from 39 to 49 dBA. Based on the regression curve in,Figure 5, the ambient hourly sound level at low wind speeds (4 m/s at 10 meters) is approximately 46 dBA 1_90. As shown in Table 7, projected increases in ambient sound levels are expected to range from 1 to 5 decibels, meeting the applicable state and local standards for an allowable increase in the ambient sound level. Table 8 shows the predicted Day-Night Average Sound Level (Ldn) due to full operation of the wind energy facility at a sustained high wind speeds (6 m/s, or more, at the standard height of 10 meters) over a full 24-hour period: If such wind conditions were to persist fora 24-hour period, the predicted Ldn at the property line would range from 54 to 59 dBA. In comparison, the measured ambient Ldn at the long-term site was 52 dBA, and included periods during which observed wind speeds were below 6 m/s at 10 meters, and other periods during which the observed wind speeds were below the mechanical cut- in wind speed of the turbine. Consequently; the projected increase in Ldn at high wind speeds is an over- estimate of the anticipated increase that may be experienced after the construction of the Project. As shown in Table 8, projected increases in Day-Night.Ambient Sound Levels are expected to range from 2 I to 7 decibels.11 Table 9 shows the predicted Ldn due to full operation of the wind energy facility at a sustained low wind speed (4 m/s at the standard height of 10 meters) over a full 247hour period. If such wind conditions were to persist for a 24-hour period, the predicted Ldn at the property line would range from 53 to .57 dBA. As mentioned above; the measured ambient Ldn included periods during which observed wind speeds were below the cut-in wind speed of the turbine and other periods during which observed wind speeds were in excess of 4 m/s at 10 meters As shown in Table 9, projected increases in Day-Night Ambient Sound Levels for low wind speeds are expected to range from 1 to 5 decibels. As described earlier these are conservative estimates of the ambient sound level along the property lines of the Project site. The ambient sound level along the property line is based on the results at the long- term site, which is relatively remote from traffic on both Route 6 and on Freemans Way, and from activities at the sand pit along the east property line. As a result, ambient sound levels along the property lines are expected to be higher than the ambient sound levels at the monitoring location. Figure 8 is a graphical representation of the projected increase in ambient sound levels associated with full operation of the wind energy facility at each short-term site and along each property line. As shown in the figure, the greatest increase in ambient sound,using.the set of assumptions described in detail in " Note that the Mass DEP noise regulations describe the maximum increase in ambient sound levels in terms of the Leo and not in terms of t.dn. ' Page 10 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc PROP Inc. Sound Survey and Analysis Report August 2010 the previous sections, is expected to occur at Site PL1, .which is located along the northern property adjacent to the Route 6 right-of-way. It should be noted that as per the MADEP Sound Level Policy, the Route 6 right-of-way is not considered noise-sensitive. 6.0 CONCLUSIONS Noise levels from the operation of the proposed wind energy facility are expected to meet state and local limits for an increase in ambient sound levels. Figure 8 shows the projected increases in ambient sound levels are expected to be below the regulatory limit of a 10 dBA increase. These results include several levels of conservatism. The projected sound levels due to operation of the wind turbines exclude the effects of excess attenuation due to propagation over acoustically "soft" ground and the excess attenuation due to ground vegetation. Also, the sound propagation algorithms within the noise prediction model assume an omni-directional downwind condition. That is, although it is physically impossible, the noise prediction model assumes that every point for which a sound level is computed is downwind of a turbine. These first two assumptions yield projections of wind turbine noise levels are conservatively "high." Finally, the projected noise ,levels due to the wind turbines were compared to conservatively"low"values of the ambient sound level. In some cases, ambient sound levels were obtained during periods of time for which observed wind speeds were below the cut-in wind speed of the wind turbine. Since increases in wind speeds generally produce increases in ambient sound levels, ambient sound levels at some of the community locations are expected to be higher at the cut-in wind speed than what was measured. So although the wind turbines would not be operating at speeds below the cut-in wind speed (and so would not produce any sound), another level of conservatism was added to the noise assessment by comparing operational noise levels from the turbines to these conservatively "low"values of the ambient sound level. Page 11 Copyright©ESS Group,Inc.,2010 j:\w279-000-weston-sampson-cvec-brewster\noise\report\noise-report-cvec-brewster-2010-0922-rev3.doc Tables "roup, Table 1 Examples of Common Indoor and Outdoor Sound Pressure Levels Sound Level Common Indoor Common Outdoor dB(A) Sounds Sounds 110 Rock Band Jet Takeoff at 1000 feet 100 Inside NYC Subway Train Chain Saw at 3 feet 90 Food Blender at 3 feet Impact Hammer (Hoe Ram) at 50 feet 80 Garbage Disposal at 3 feet Diesel Truck at 50 feet 70 Vacuum Cleaner at 10 feet Lawn Mower at 100 feet 60 Normal Speech at 3 feet Auto (40 mph) at 100 feet 50 Dishwasher in Next Room Busy Suburban Area at night 40 Empty Conference Room Quiet Suburban Area at night 25 Empty Concert Hall Rural Area at night "roup, Table 2 Summary of Short-term Ambient Sound Measurements at Community Locations:_Daytime Measured Daytime.Ambient Wind Site Address or Description Date Time Start 2 Sound Levels in dBA Speed Duration a Leq L10 LSO L90 (m/s) at 10 meters ST1 Baseball fields on Freemason Way 4/23/2010 17:08:50 21:02.5 52 54 52 50 4.6 ST2 Huckleberry Lane 4/26/2010 13:43:27 20:48.9 45 46 43 40 3.5 ST3 Nan-Ke-Rafe Path 4/23/2010 18:14:00 20:54.9 43 45 43 41 3.7 ST4 _ Timber Lane Drive 4/23/2010 15:15:39 21:02.6 49 52 47 44 4.5 ST5 Old Mansion Road 4/23/2010 16:21:57 21:09.9 50 52 48 46 4.5 1 = Based on a 24-hour clock with 12:00 a.m.equal to 00:00 and 11:00 p.m.equal to 23:00. 2=Specified in minutes and seconds(i.e. mm:ss). 3 = Based on observed wind speeds at Cape Cod Regional Technical High School and the"power law"equation with a wind shear value of 0.33. During the daytime measurements at Sites ST1, ST3,ST4,and ST5,observed wind speeds exceeded the mechanical cut-in wind speed of the turbine.At Site ST2,observed wind speeds were at the cut-in wind speed. Note that during these short-term measurements,the observed wind speeds are.below the speed of 6 m/s at 10 meters the minimum speed at which the turbine produces its maximum sound power level of 103 dBA. "roup, Table 3 Summary of Short-term Ambient Sound Measurements at Community Locations: Nighttime Measured Nighttime Ambient Wind Site Address or Description Date Time Start' Duration Sound Levels in dBA Speed Leq L10 L50 L90 (m/s) at 10 meters ST1 Baseball fields on Freemason Way 4/23/2010 22:08:29 20:44.9 44 48 42 35 1.4 ST4 Timber Lane Drive 4/23/2010 22:36:29 20:54.9 50 41 37 34 1.1 ST5 Old Mansion Road 4/23/2010 23:08:25 22:11.4 40 42 39 36 1.1 1 = Based on a 24-hour clock with 12:00 a.m.equal to 00:00 and 11:00 p.m.equal to 23:00. 2= Specified in minutes and seconds(i.e. mm:ss). 3 = Based on observed wind speeds at Cape Cod Regional Technical High School and the"power law"equation with a wind shear value of 0.33. During the nighttime measurements, observed wind speeds were below the mechanical cut-in wind speed of the turbine,which is 3.5 m/s at hub height,or approximately 1.8 m/s at the standard height of 10 meters. Ambient sound levels at the cut-in wind speed are expected to be somewhat higher than the levels shown in the table. roup,163. Table 4 Calculated Project Sound Levels and Ambient Sound Levels at High Wind Speeds at Community Locations Calculated Project Meets Criteria for Daytime Ambient Total Sound Level Increase in Sound Level (dBA) Allowable Increase Site (L90) Sound Level = Project Plus Ambient Sound at High Wind 2 in Ambient Sound Speeds' (dBA) Ambient(dBA) Level (dB) Level (Yes/No)? ST1 37 50 50 0 Yes ST2 32 40 41 1 Yes. ST3 40 41 43 2 Yes ST4 34 .44 44 0 Yes ST5 38 46 1 47 1 Yes 1 =At a wind:speed of 6.m/s,or more,at the standard.height of 10 meters. 2 =These ambient sound levels were measured when observed wind speeds were below 6 m/s at the standard height of 10 meters—the minimum speed at which the turbine produces its maximum sound power level.At higher wind speeds,ambient sound levels are expected to be higher than the values shown in the table.Therefore,the predicted increase in ambient sound levels includes a level of conservatism. roue, IG. Table 5 Calculated Project Sound Levels and Ambient Sound Levels at Low Wind Speeds at Community Locations Calculated Project Nighttime Ambient Total Sound Level Increase in Meets Criteria for Sound Level (dBA )) z Site (L90) Sound Level = Project Plus . Ambient Sound Allowable Increase at Low Wind in Ambient Sound Speeds'- (dBA) Ambient(dBA) Level (dB) Level (Yes/No)? ST1 34 35 37 2 Yes ST2 29 343 35 1 Yes ST3 37 343 38 4 Yes ST4 31 34 36 2 Yes ST5 35. 36 39 3 Yes 1 =At a wind speed of 4 m/s at the standard height of 10 meters. 2= During the nighttime measurements,observed wind speeds were below the cut-in wind speed of the turbine,which is 3.5 m/s at hub height,or approximately 1.8 m/s at the standard height of 10 meters.At higher wind speeds,ambient sound levels are expected to be higher than the values shown in the table.Therefore,the predicted increase in ambient sound levels includes a level of conservatism,since the wind turbines would not operate,and so would not produce sound,at speeds lower than the cut-in speed. 3 = Since nighttime measurements were not performed at Sites S72 and ST3,the nighttime ambient sound level for these sites is an estimate. OF nc. Table 6 Calculated Project Sound Levels and Ambient Sound Levels at High Wind Speeds Along the Property Line Calculated Project Estimated Ambient in Meets Criteria for Total Sound Level Increase Site Sound Level (dBA) (1-90 Project Plus) Sound Level Allowable Increase Ambient Sound at High Wind (dBA) at High in Ambient Sound Ambient(dBA) Level (dB) Speeds' Wind Speeds Level (Yes/No)? Property Line South 47 53 1 Yes Property Line East 47 53 1 Yes, 521 Property Line North 52 55 3 Yes Property Line West 42 52 0 Yes 1.=.At a wind speed of 6 m/s,or more,at the standard height of 10 meters. 2 =The estimated ambient sound level at high wind speeds is based on the linear regression of the measured values of the hourly 1-90 and the observed wind speeds. Iroup, nc. Table 7 Calculated Project Sound Levels and Ambient Sound Levels at Low Wind Speeds Along the Property Line Calculated Project Estimated Ambient in Meets Criteria for Site Sound Level. (dBA)1 (L90) Sound Level2 --Project Plus Total Sound Level Increase Ambient Sound Allowable Increase _. . at the Low Wind (dBA)at the Lowin Ambient Sound 1 Ambient(dBA) Level (dB) • Seeds Wind Speeds Level (Yes/No)? Property Line South 44 48 2 Yes Property Line East 44 462 48 2 Yes Property Line North 49 51 5 Yes Property Line West 39 47 1 Yes 1 =At a wind speed of 4 m/s at the standard height of 10 meters. 2 =The estimated ambient sound level at low wind speeds is based on the linear regression of measured values of the hourly 4c)and observed wind speeds. roup,163. Table.8 Calculated Project Ldo at Sustained High Wind Speeds and Ambient Ldo at the Property Line .Calculated Project .Total Ldn Project 1. Z Increase in Site Ldo (dBA) at High. Ambient Ld,, (dBA) Ld..Plus Ambient Ambient Ld„ inB)3 Wind Speeds. Ldn dBA Property Line South 54 56 4 Property Line East 53 1 522 56 4 Property Line North 58 59 7 Property Line West 49 54 2 1 =The calculated value of the Project Ldn assumes that the turbine would operate continuously over a full 24-hour period at a sustained wind speed greater than or equal to 6 m/s at 10 meters. 2 =The ambient Ld is based on the measurement data at the long-term site and includes periods when observed wind speeds were below the cut-in wind speed of the turbine.The ambient Ld,for a full 24-hour period with sustained wind speeds greater than or equal to the 6 m/s at 10 meters is expected to be greater than the value shown in.the table. 3 The projected increase in the ambient Ld is considered an over-estimate of the actual increase in Ldn. KiProup, Table 9 Calculated Project Ldo at Sustained Low Wind Speeds and Ambient Ld„at the Property Line Calculated Project Total Ld„ = Project Increase in Site Ld„ (dBA)1 at Low Ambient Ld„ (dBA)Z Ld„ Plus Ambient Ambient Ld„ (dB) Wind Speeds dBA Property Line South 51 54. 2 Property Line East 50 522 54 2 Property Line North 56 . 57 5 Property Line West 46 53 1 1 =The calculated value of the Project Lan assumes that the turbine would operate continuously over a full 24-hour period at a sustained wind speed equal to 4 m/s at 10 meters. 2=The ambient L4n is based on the measurement data at the long-term site for a range of observed wind speeds. Figures i I Sound Pressure Level vs. Time 75 70 65 Ambient Sound Pressure Level Q 60 o] a_ m 55 J 50 Le N d a 45 C O y 40 L50 35 RV L90 30 25 0:00 0:01 0:02 0:03 0:04 0:05 0:06 0:07 0:08 0:09 0:10 0:11 0:12 0:13 0:14 0:15 0:16 0:17 0:18 0:19 0:20 0:21 0:22 Time ftmm) Figure 1 Example of Time Varying Sound Levels and Descriptive Noise Metrics 9/23/2010 III I � ♦ ;�;Y � ,��.'��, S' +I> p++ �,F��+ �`°:^ • 1dd�,,^.•1J.' "�*},� ` �. t �� "k� f ¢ 1:"::..'�` • �`'�� . '�i h a i 3. y' rE�', M`'' 1 ,4� � k .i1A 1' .'4•�yt ?k, '�F M I 3, ,' -,. - , r 1 ' w i i� i }� � �� f �t � y, .� ,r ifs" �'��s` '#19��' 1Y'�.,•,r I .. N v °"�� .��s '�- Fy I I •{t,F,1 T {Y,6. (,y�' k�' pir��3,�.� "„y„ Y . 'ryf " }� is ��' �'' `.�., '�, ro. • �" ` *Ja .'. 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I 35 y I I I - 30 I I I I I I I I 25 20 04-23 00:00 04-24 00:00 04-25 00:00 04-26 00:00 04-27 00:00 Date and Time Figure 3 Measured Hourly Ambient Sound Levels at the Long-term Site 9/23/2010 Measured Hourly L90 and Wind Speed at 10 meters —-°—Wind Speed(10 meters) a Hourly L90(LT) O L90(ST1) O L90(ST2) L90(ST3) O L90(ST4) ® L90(ST6) — Speed>Cut-in 10 60 FRIDAY SATURDAY SUNDAY MONDAY 9 56 _ $ i 52 a O c 7 48 I I I m 6 44 m v cc Cd O° V� 5 � I 40 J N e °d m4, v 4 30 ® ° 4 Q° 36= \P 3 e 32 Q 2 A� li\ 28 0 1 a P I. °� A m�' c 24 20 04/23 0:00 04/24 0:00 04/25 0:00 04/26 0:00 04/27 0:00 Date(mm/dd)and Time(hh:mm) Figure 4 Measured Hourly L90 and Hourly Wind Speed at 10 meters,Vs Time II I 9/23/2010 it Measured Hourly L9Os(Long Term Site)Vs Wind Speed at 10 meters ♦ L90—Linear(L90) 60 I I I I I 50 ♦♦ y=3.1249x+33.237 40 a � 30 20 10 - I I 0 0 1 2 3 4 5 6 Wind Speed(m/s)at 10 meters Figure 5 Measured Hourly L90 as a Function of Wind Speed at 10 meters with Linear Regression Curve 9/23/2010 } � ��f �Sr .`.�� of rY '«gL'f 4.p��K � � 'd,i • � � ,'� ;�''�F141 ��.K��'� : I'I l��.p Y'��fP'^J Yw c' Y �,+'i; ��,.•�'•l�rrx♦•,��?�� `��,�k��.1�l�sa�~ !�'Sr'•`4 ,^�,t"�r.� h°t4 �:�rr!11�� R{��r� �'�� •,,_}.S � K i . �r'r P: ` •'` 'µ .� ?•'y of Sound Level Pre• • '' cry . ..i�r .''}IF' I :i�`, .�,_.+°r,x._.�'.«.k s .-..�:' - --- _ _. •*s. ..1. _�:`� r.�e,- . �: :: M� `�' 44, 7 v � r t 1 a.t..�:; S r ry��.x n✓ p _ +a' C 'Rt r. � 66 T�� + �#� , � �!'-��'��t=`'fit-•� Fn� r �'• ,v' ,p i �' f � � 'j�2 a �• �•�vy,��y'� ,fit T•/. • . 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Li1t.r l .rl 'r� i.�b 41.r i k -# e� t��"± d,\iwi� .'+> z' ron�1� of • �• Level Prediction ,, . I . `y.c.-.. R.' `''c. "� T9ti"'�V� F c t�" 1 Yt Nt ,�r'• �+M . C`ytF�l�r A }o y � yr _3r d�li� 'laPdicted Soud Level r ' y�qy��.'� r�`,y It �`r�r- ��r. ya�� r�•,�'!�'�I 1 � �5+.. ��, �,�+• pie �'.�` ti'� � �'+ d.rT[+F(�'\,. • - F-` y,�?y!t#!�'�'*.x-"`h •'�t^� Y lti'Ih ��, F a '�y ��, A .b.i�ip ( it yl(cG ;'W ` "'M } •Y ,4;� • ' ` '°I'"t y —25 14 ` y°{is,Yr T.3 ,,•,. �y /lr 4'' -30 ''•, i..'N' �._,. . ° •* j 'h. J4'11t} (( I �y.� Fti cJ�y �.o�,�.;�?.�'Fa,J to � ! —. °"u2r ,• `sr`"1 ti `S r ,�r''a_ � " y., ,I£` .,i,�dk+3,.. y Y.K! ,,;`GMkI a ?},`'ri►'�' 't.=:r+ ea,,,,r '+*' ,• `r�n�g'*.3-,�•'t• •�.'G3,_,-Sy f'; >74 `tr ='s ,, •C 8 P, 50 r # ® "r` ' u :aisr• •sire 1 J p��0 �« T LESS 1 1 �� y�� •�� t +rl I�i`�hiy�� e�,�i�, ¢ .gam ,� �� , a '4+ ... �-.ai:WL.'. --_ _..._-.. __ .. .__... .._.. Y�k�i arf.�ld+ '.r '�N4•. �F�:�:.f � Ir�i + r a " 4 "� t x�+:J§ ".• > , 4 y �'j f,�As,k ti �ya' � '�� ;s..'�,44 •,� _.°�I�','�rt r, did tr� • U, bj!-�fj��'14T�� r .'S• {+ a�.,.t� �t� �>. � �S"e' k*.- 'C r4'"y�'y�, J� � _ a''�' �,� ' '� n gal."' �1. �•,, v+ "�..'..�i' ,i:, �; '�,r:t ,, 1 s. � rip{. n' § {, :••�' .V t.J ,r •}bar �� r .� ` 4#` r t,r �' ",�,, _ "r+: .� .� � to ,f• y 't •- 'ice � � J� t��T,+,�•, �, '� a r -^! r "'1'fMi,.`r�` T'S fi.` t t".4 y°N•' �"'• .m"�r€ .J MI w l "JY 5 t 1 � � " _�� '•, t�i,�r^ ....iuT., ,�`x�`f�' S"�" 4�"-r;S`` `Y. 7r � R. � '* t � I ' 4 r a"' �,t/► � t !.� r '!�''`x" �w a+-',.. •� '' 't a4� �'",� i .f� A P: t �,t,� v Fat�j" 1 x' ,t� �f^'�Jtt 9' J�$� � �t �� wt"" .A.'��'�` t .T .t,.'�1 t �'�''iin ��r �"�-�.:- r q`�• _ ��J9+�..�'iQ'#1 f,t �..- 41t'��` '!r i,''��i -t ,�ts�i.-S,<"Sa :':f��.*�na wc!`�.''u ?`�Ad�+-' . +9Ci�t� -�.•_��a..i ik��) 1Yu.�r�;. � � � t9�7 ��y�� *y�4} .Y'4� l,�' ��tL,1 �' 'ii� ��,1Y1'.�y�`'Msa•J '��r�`� :1 J «�,A�1 ��},r 1� _ :i' '"x'�eR•r}� a..4-�j e {': ',,** 'k�R,r' fit 1.4 �✓ '' t'T i°h'"�" lr,fe r +s tt �' �i +IC4 ijep+ "wY'3:+� ,. s a redicted Sound Level • Na l�� "T rt T'9 '�+r�.��q ,.��a r A,x+{„��'�.",w Ir�c'r,}�biF {�� ,�.i ■ aL N $e♦F 1 a 1 s '� .i y�'L� �lr '�` . I"�r y,,� ," ,M, _ :r c ,. F n. �.,y.. •sr c ' �y} 4' ��r1F�f5��r r�'x 1 l�r��h�}. "` +�i' ;:cr{'r `^k r r�, ' �.. � -25 1 45 'n3 , i'.A a'ia ,t f '•xr t, s4Ta a `' t,rt A A' rs-^. . r ' '; r 1 -35 ►, It try s r4 - s ',+' � r l }' � i rtir Ct •Ya' ` tc{ 'fit° 1-45 t JM; is k t ..,", 2 r iP y �'!'a k a„�,•i #.3 r t a •e. 44 50 xy Its l.s s -•Y l '�+,'i'� + '� s�.�, d� .F ,fir.•: r j3 - rrr r rrr s -. • ..- . , rr rr - ° r Projected Increase in Ambient(L90)Sound Levels ❑High Wind Speeds ®Low Wind Speeds .10 9 a 0o g o 7 0 J c 6 G! E 5 a 4 - 3 - 2 c 1 I p u ST 1 ST 2 ST 3 ST 4 ST 5 PL1 PL2 PL3 PL4 Site Number Figure 8 Projected Increase in Ambient(L90) Sound Levels at the Short-term Measurement Sites(ST1 to ST5)and at Four Locations along the Property Line(PL1 to PL4) f 9/23/2010 1.1 11 G3 A R P,IRM.3 r 'f 4 1 ^ I �• 6'-4Y6' 281 e X 7'-1�/g.. Jv " .•" I 0 1•I 6 s 14—70 y .. .. .... ........... ..o ....._ _ ..... .... ....... ...... ..... _L ...... .. .... ._...�'1 - F 1� \ I fl . o c" I o r � � o ❑. . . . ... .I.._� - 1.... O , n L -I. STAMP:. _ R22'-�.. I RZ•0 I I ' • — — I KIDDIE POOL EL 9.9 SO, - ....._I. .... . ...... I O I I I D p I r h �6 \� S'— 0 I 20 Sq..sW .I 1 41 Q S.. N I SCALE : I lJ ...... ............ [.+. ._......__ - +.. .... .... . .......... ..._____-' ...... 1 .) ........ _. ... ... ......... .. .. _ .. -I .. ._ ._ .._..... _. ..__ ..... ... ..-_.._ \\' • j;'/(`�,-� _.:. .. _.-.... ......I..... ..._. _.... ..... - .._ I F I RS. D R IN G POINT 0 p. I_ ..... . ,.0. R26 PUP P PR ; O �- 1 LI DRAWN: EL 9'.5D' R30'-0" CRECED. - /i DATE: SEPTEMBER 24,2015 •'q - 15'-8" FILE NAME: lJ I I R E •� ' ❑ ♦ -1-.____... -....'.. ........}. . ........._-_.... .... ....... .�. ............ -_-_.._.... ...❑ ........ .. _-. ... EL.92.00+/- e — �@ REV:10315 J BOTTOM SU C NK MAIN SLAB EL. 100.00' �+_ SLOPE TO DRAIN h� REV: N I i MAIN SLAB EL. 190.00' n II I ( o SLOPE TO DRAIN ........ . .._ ._. .... ...... ..._.._ ....O.... O. ...... I I .. l f� j � PROJECT TITLE: I O R'e I D m O- ! 78'(1 CAPE CODDER I-._ �. ..... .. q I. _ RESORT 6' 2" i WY RNER I ,. 5 O L B �, - - ....... ... ._---_-........ .. .............. _g ...... _.. .. .. H ROAD _ E s 1225 I O O I N SLOPE uP, HYANNIS,MA I I I HYANNIS,MA „ ' ? SP H DO'NN �1- 85'Q I_I,95 6]3 > - I,. e RECss J 0.. 8" 9._6" .. _ G I \ 11' 6 1 OI_ I 6 e I I `• / I - I O DRAWING: I I I I j — LAZY RIVER PLAN _ A� 1. I' I •� II WZY RNER I .O •i'� ........... ...___ .- .._ ... ..._ ..... ... .... _......:...__ ........._. .............. ❑... .....__ _.... .-. ._" E _ - ...._. . 9..633 .___. ..... --_ ._ .._...._..... _. ...... I ...._ I s. --I I..._ a I /�........ ... .... .. .. - ._4_. .. .. ........... EI 96.633' I -- \..... a I I 'a. I -O DRAWING: i S-1 { Pillion Associates Inc. r. PART S LIST: LAZY RIVER PUMP #1 #2 #3 : T. RIVERFLOW PUMP TO INCLUDE TEE _. _ „+ _ ____ _..�.�.... . . _..---..........._..... ___... - — ----- & 5 NIPPLE a0 i 1X • ; � STAMP-. RIVERFLOW".DATA BLOCK NSF#1245&#12456 -, PU MP TYPE- AXIAL FLOW PROPELLER " ' SUCTION FLOODED 12"PVC PIPE. . i DISCHARGE 12"PVC PIPE. DUAL SUCTION' ' GRATES&SUMP 20"X 25"X 10"COUPLING. C SC ALE: IZ"TE )4"RE 1L C� PROJ.NO.: TEE ACCELERATOR E X_(3 TURN X COUPLING WL REF SYSTEM PRESSURE NOMINAL 3PSI> DRAWN:- DUAL 1 �,. M>:2,450GPM CHECKED: SUCTION r "�' DRIIVE A ELECTRONIC VARIABLE SPEED RATE . _ .DATE:.OCTOBER5.2015. BOXES i POWER IOHP 32 AMPS. Voltage Volts,460 Volts Single Phase,Three Phase EVE NAME : i INPUT V 208 REV: 50 HZ-60 HZ applications 1'0" 90' ELBOW X 2 -- -= n, n 12 RETURN LINE' .. - .. PROJECT TTttE.- 6 12 TEE PARTS LIST: SUCTION LINE PER PUMP : CAPE CODDER. r RESORT . 12X REDUCIN ., BUSHING -1225 IYANNOUGH ROAD'. -��---- - - - 1 x 12 TEE HYANNIS,'MA ...' 12 X 10 l r REDUCING r BUSHING 20'°X 25"DRAIN/GRATE Ut FRONT SIDE WITH:10 COUPLING 12"SUCTION LINE - — � 2x EC DRAVWNG: 12 X 10 ,T)P REDUCING n BUSHING X2 ri LAZY RIVERbETAILS 12 90 � 2 x � . 10 s0 ELBOW rn ELBOW. 12 " 1.1.26 .. 1.x 12 90 ELBOW ELBO r 10"22 5°ELBOW x Ix : OW t 3 x 12 X 10"RED BUSHING LAZY RIVER SYSTEM SUCTION DETAIL 'SCALE :N.T.S. t s AY s ; : .. - Flllon Assaclates u . - . PARTS LIST: LAZY RIVER PUMP #9 #2 #3 _ RIVERFLOW PUMP , ju TO INCLUDE:TEE :VARIES r & 5"NIPPLE 1x STAMP. .. .' - . _ .. 1 RSVERFLOF#1245�#124 b BLO DATACK Nk 33 PUMP TYPE . AXIAL FLOWPROPELLER_ . D 12"PVC SUCTION FLOODB PIPE DEGREE a bISCHARGB 12"PVC PIPE.. SCALE:. DISCHARGE DUAL SUCTION WL' — --- WL REF a _ GRATES&SUMP 20"X 25"X'10"COUPLING(EACIT) PROD NO. MANIFOLD ---------�'— - ----"---- tV—"------'r--- — TEEACCELERATOR 12"TEE X(3)4"RETURN X 12°COUPLING DRAWN. 12 22.5 �.,' SYSTEM PRESSURE NOMINAL 3PSI> CHECKED. .. .: >2,4SOCrP ' DATE: OCTOSER 5,§015... • ELBO - �--' -� ` FLOW RATE ADJUSTABLE 400GPM M' . r DRIVE ELECTRONIC VARIABLE SPEED q C POWER - 32 AMPS FILE NAME INPUT Voltage .�. ..,. . ----- 208 Volts Volts Single Phase,Three Phase REV. ELBO " HZ applicah REV 50 HZ-60 .� „100 , RE URN • LIN 't _ _ ✓'. .. _ _ _ .PROJECT TITLE . > o ------- 1CAPE C 2 X 10 s ER RESORTODD ap . - y-? G . 12 X 10 N LINE PER PUMP REDUCING O " t. BUSH1225 ING PARTS LIST.. RETURN .., - - .. - REDUCING - HYANNANNOA. ROAD. BUSHING' i cV 1 x 17 X 4"ACCELERATOR TEE 1 SUCTIO LINE i 12"90 10"22 5°EL 2 X - BOW �� DRAWING:. . EL BOW 12 X 10 RED BUSHING LAZY RIVER DETAILS ' LAZY RIVER SYSTEM SUCTION DETAIL SCALE. N.T.S. tea. DRAWING: z s. : y P-11 } v . 3 .:. ', r Filiion'Assodat'65In'c. 1 _� y , STAMP: PUMP #1:' v : -- _ . PSCALE:O,. r i � it li 1 DRAWN:. - .. CHECKED: DATE.' OCTOBER5.2015'.. M 1. .. - .. - FILE NAME REV: - .. - .,. REV' , PROJECT TITLE:. \ . CAPE COMER RESORT. , 'Not®' Set Return Fitting First. 12251 YANNOUGH ROAD HYANNIS _ .. and Plumb back to pump MA' and suction locations 7 4' \ j G. .. .. .. \ LAZY RIVER DETAILS ' , LAZY RIVER .SYSTEM PUMP #1 LAYOUT ..SCALE 1._1/2'.' - -011 •. .. � - .. .. � DRAWING: .. •. • P, 12 . Filion Associates Inc.' .. a t , v/ .. N._ ote: Set Return Fitting First �cJ70 ^ :and Plumb back to pump �• � and suction ocations . . .. � TAMP: - - / i r� is SCALE: DRAWN: .LL _'I ., CHECKED: .. / DATE: OCTOBER 5,2015 / `FILE NAME REV: .. : .. J REV.• / UMP #2 PROJECT ITME .. 0. CAPE COMER / RESORT ' 1225 IYANNOUGH ROAD HYANNIS, A M j / O�'n DRAWNG: 10 ' LAZY RIVER DETAIL S. LAZY RIVER SYSTEM PUMP #2 LAYOUT .. _ DRAWING: SCALE`.1 .1/2" = 1'-0" < , y. y C, Ellll�on Assbclates,inc. --, �" i 4 i STAMP:' i r Note: Set Return Fitton 9 First -- , and Plumb back to pump PUMP #3 SCALE; and suction locations PRa Ni DRAWW i .. CHECKED,, to ,. ..._:.- .-t '. DATE•"OCTOB R6,2075 LE NAME: .. :: ... REV: RE V'. 4k' � / .-. .. PROJECT TITLE: T \\ /�ii:,• APE CODDER N, / RESORT 12251YANNOUGH ROAD HYA NIS,MA DRAWING. LAZY RIVER DETAILS ' . ., LAZY RIVER SYST M PUMP #2 LAYOUT DRAWING: SCAL ^ 1 1/2" R - P-.14 . h \ t LEGEND GAS SERVICE NOTE' UTILITY POLE 'd THE LOCATION OF GAS SERVICE PIPES ARE AN 5T�'5T` ,, „ \ �• �\,\\ WY WIRE ANCHOR �— APPROXIMATION AND ARE NOT GUARANTEED TO BE yg - CORRECT. THE MAINS ALONG THE STREET LAYOUT ARE NOT '9p LIGHT POLE _-- TO SCALE AND ARE INTENDED TO SHOW THE EXISTENCE OF m , ;.• `` ` s• iT \�,, \ pR0-i'/ ;(ly0- �STq I OVERHEAD WIRES —//— GAS MAIN ON THE STREET AND DO NOT REFLECT THEsm EXACT LOCATION OF THE MAIN IN THE STREET.GRIDINAL e CATCH BASIN 0 RECORD DOCUMENTATION SHOULD BE UTILIZED FOR EXACT 2n LOJ'J ```p+�FL•�� \\mayw Mq�(00 DRAINAGE MANHOLE ® LOCATION. 16 e� 1.20* ACRES'' �3�gyJ SEWER MANHOLE —.C— e O BB N�F \6 `( .4;; \'4O�/ \ . OF' M Mq R% AWAY ROAD G1 ? ✓� SEWER LINE $ + qq ? .J\ \e(JH/C/ 0,� 'CAS LINE �+ � �1 � � *?� \ _ . r wAMER ^(r oq CAS VALVE IyCI h 6 � \ UNU5CAPFU AREA AM Al WATER N e � a HYDRANT I - e D I LAWN J e. ' \ 444E WATER SERVICE 13' - o e ® � A` ` WATER VALVE N / \ FLOWER/SR �`•,>� \\ ` e\ LOCUS MAP EXISTING TREE ° - � \ NOT TO SCALE EXISTING SPOT GRADE 88.Dx - o COBBLE PAVUNEEMENT ` OCNiP0. e , . ® W DOE OF PAVEMENT J' \\ \. •\ EXISTING GRADE —BB— - /'B ��•� K f SIGNS EXISTING PAVEMENT \ \ 11.34* ACRES HANDICAPPED PARKING TO BE REMOVED ® ,1.: � WATERPLANTER FOUNTAIN CB/OH DENOTES CONCRETE BOUND 11 1 \� (COBBLE LINED) d e FWNT�NN Bow . CONVERT EXISTING DRAINAGE /- \ ® A - • / ' \ \ cq, WITH DRILL HOLE NjRNNAGE GiCHBASIN'S MHB/LP DENOTES MASS HIGHWAY ,TV OVERFLOW SYSTEM \ BWND WITH LEAD PLUG - CONNECT UNDERDRAIN 70 EXISTING CATCH ed PROPOSED • BASIN,••r.) N \ W/FLUME PARKING i' qW .. / - AND S LAN gB PROPOSED6 //07EZ.UN/T - �,' .� \ • v Iaa Wuae cur uWN 6 F \tY uwH (Mauv aocw s alsx�r�vr) CU FLUME \ N 1B�•2O•W "AP EXISTING 6B � FL VIER �e �• 6r �` • "� .. OP MUNICIPAL ROXIMATE LWATER llOCATION� ` o AAA \+ •6y 4*70' fmw0 .. DOWNSPOUT 0 `° ° IN LAWy/ OF IW) N�1 EXISTING BUILDING y.�BNEN/SnRUO . QT LAW azt p I TPATH ` Yy IEO eqG, ae,P I I gA9 ACCESS STEPS b 219' ~�'' ".•-,::`.... "" v / °srnxc (SAND)'. w'f4 ' BRICK w ( Ind FLOOR ROOF p �y 66 s / '`'' �?• \ +\ / CONCRETE PATIO ""DAEp pR INDOOR POOL ww . N '...0, °66 •�• / / rR. LAWN4� �lE. .�\ APPROXIMATE LOCATION 13 Ao-i 99 �ty� .a�j APPROXMATE LOCATION If p OF 4'DOMESTIC SERVICE F n f dlAe If PARKI _ , M1 / ' -� 4r4 sty I w FlW¢ "LAM Y eak° ' � y g/ � "0�lwtr� NOTICE Fd,pJ�Of` ` reWon nmleaProdfeselond EngIneer.or Profeedond Land aS-yor the LOUD g ,�/ c e ,(t� a ' /Q ��. avvO�(°A)°no pleerpi-ar Perea,e.Indadmy any muni[W or other �. �p puelk owdda. ay rely upon the mr«moHon cont.lnM n.ea;and CURB NEW A. /Q' I (e)IhI.vlon remain the property of Hdma k MapoN.Inc. AppRWN1AIE t5hAtlet 6 WAY AS salty NBp u W �c� V F( e/tr/15 REMONS REQ I BY IM OF eAromr MILE Lwc Of LAND 0°I"T PLAN StON-A I CONVERT EXISTING 'y BIORETENTION DATE DESCRIPTION raw hecked CATCH BOSH TO ` / AM H R E V I S 1 0 N S SORETENTIO.€ REMovE N OVERFLOW c�NrtucroR p�fix,eEx° u SITE PLAN/ NOTES PTO ABANDON EXISTING CATCH � 1 66 / I OF PROPOSED DRAINAGE & WATER SERVICE EXTENSION BASK SURFACE FLAW TO BE L �`' / t2® OYDI�To PREPARED FOR OVERFLOW NOTE: CURB CUT ' ADJUST RIM ELEVATIONS AS NECESSARY WI FLUME REDIRECTED To BwREromoN 4' IIESDW_ ,y �/ REIwxflEoulaRs OO CAPE CODDER RESORT & SPA 1. BUILDING NUMBER: 1225 IN BKMETENTION 3&4 FOR OVERFLOW 2. ASSESSOR'S NUMBER:273-023 TO FUNCTION PROPERLY(SEE.SCHEDULE) F HLr 66� FOR #1225 IYANNOUGH ROAD 3. ZONING DISTRICT:B. HB Qe GP DF BpINL a+ 6+ 4. FLOOD HAZARD ZONES: X ELEVAnaN-eT 40 HYANNIS IN 5. BENCHMARK: AS SHOWN �, FlRE IH L F 33o.Ts BARNSTABLE MA 8. TOPOGRAPHIC INFORMATION BASED ON AN ® B< ON THE GROUND INSTRUMENT SURVEY GRAPHIC SCALE ! oWRFLaro 6��, P SCALE: 1"=40' DATE:JUN. 2. 2015 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL 40 20 0 4o tzo � a1 a. GEODETIC VERTICAL DATUM. OWNER: L REauaa Bem , U cI10d engInneerre and rlandd surveyorsnc. S. REFERENCE: LAND COURT PLAN 31689-A HEARTH'N'KETTLE PROPERTIES LIMITED PARTNERSHIP 0vatwa toga° w m 205 Worcester court,suite A4 508 548-3564O%ONE) PLAN BOOK 576. PAGE 40 LC.CERT. 160228(PARCEL 23) (IN Trey 1 321.Bs' PLAN BOOK 554, PAGE 31 1 coon.401 n n Falmouth ma 02540 508 548-8872 DEED BOOK 15617 PAGE 338(LOT 1)) N e0+a'oo•W P�**AACR S = DRAWN: PJR, LAC CHECKED: 9. LOTS ARE LOCATED WITHIN THE GROUND WATER DEED BOOK 14M PAGE 317 PARCEL 122) PROTECTION OVERLAY DISTRICT. ESCOM 215058 215O58EC_R2.DWD JOB N0: 215058 DWG. NO.:87-3-16E I SHEET 1 OF 2 L a P. - . .. , r . , � 1.I. o . ., a. .t y. . .r. w i . _ 44. . -, : Y " i_ >t • . .: , . ,. .:, _ . - . .. a r, ..,� .. '. . : t . : : . . ' ' a . . a .,<. ,. ' . ". , . : . -.. . : ,.. . : . y. 4:.. _. F_ : % , .. ,: . , . ,. • .. . a -r . , I. y TA To R S�», 'a� fRSS Gs _ . - y p . , r- . .� , f, s "y' .. t: . . • ray."`:E,: �' a:.' Y f t C x - .. .. ._ - .. % HAND GRIP HAND GRIP ,5. d a» . CONCRETE COPING : CONCRETE COPING .. :. 6» », 6 SEALANT 6" 6" SEALANT,,. ,,, . VARIES 10-0 TO 12-0 VARIES,10'-0" TO�12'-O". } , - ., 4' CONCRETE..SLAB w/ 6x6 M ':. _ - 1`4"CONCRETE'SLAB w/ 6x6 . - n-' - : 10/10 WWM on #$ 9ARS on '- .. .� 10/10 WWM.on #$ BARS on - r. . . 1-1/2" CHAIRS 18"TO z4" DC.`,. ,-1/2• CHAIRS 18'T0.24♦OC ' •- r ys m WATER LINE t.' tg -- --- WATER'LINE -,, --- -- .:t'. - r.. - ti., .:. m 12 CRUSHED STONE ?r 'ro. �12' CRUSNED STONE . m I .. . _ 3 #4 BARS.'6' OC O TOP a o 1 4% BARS.12`OC EACH'WAY EXTRA. 3 4 BARS 6' OC O"TOP STAMP: ..;;; .. I n : , ,. ,.1 , h .. .8 _ 8' - 8 ' :BARS-6" OC LONG WAY O END OF :;; s .' . - r ,.. » .VGB COVER DAY SPLICES.' r. SN OF Ay . 6 6 • .. . 6" 6' �PV AS`S.7 . 2'TO 6' 2" TO 6' l S� �y, . . .RADIUS CORNERS RADIUS CORNERS TI A OTHY " . - . m . - n0 .. _ d. < 10' PIPE TO BALANCE TANK OR PUMP. 'A 76 j PLASTIC POT'w/ 8 �12".'CRUSHED STONE' V d . R/C,AL AROUND, '. NOTE:" I .1 . NOTE:' d. 4 BARS_INTERMEDIATE GRADE CONCRETE �I 3��p� . . -. -: �4 BARS 12 OC EACH WAY EXTRA BARS . #4 BARS. INTERMEDIATE GRADE . . 8 OC LONG WAY • END OF DAY SPLICES POUR ' T. � POURED ,000 PSI • 28 DAYS OR Q .' Y. .. CONCRETE POURED 4,000 PSI - . NEUMATICALLY PLACED,.4.000 PSI SCAL A►� ,. ® 28 DAYS OR PNEUMATICALLY .. . . rr 12" CRUSHED'STONE' I'., : -• PLACED. 4,000 PSI : `, ,'u-:. .. _ . _ :.,'. y . , ,._ SECTION 8 . .. . ' SECTION ' . . . . . . . . . _ /Z. a ._O. _ 1. 1/z" ,`I — . . DATE' B PlEMBE 24 2015 .: . . " r 1. 9.,,<. y , - . FILE NAME: .. - - I. .. . - .. :, '. ., { : , < ,. _ - :. _ - .. . .. .. R .. . .. .- REV . . - .. . .. - - _ - , - ':: - .. ... _ - .. .-, . ' _ ._ � : _. . - .. - _ ' ITLE• . .. RESORT' . . r _ . . d. .. .• , -... . - ,. ., -:..� . r. .. - VARIES 21-6 MINIMUM "- ,. VARIES 1: T -CONCRETE COPING -` •::.1225 IYANNOUGI"I ROAD . fi_', SEALANT ,° •. :',. .' HYA% NNIS MA . - LAB'w/ 6x6 ,. -`- _ WWM on �F= BARS..on . _ . . _ - : #4 BARS 12 OC.HORIZONTAL & 6'��OC VERTICAL9. . - 1 1/2 CONCRETE 18'TO-24'.00�� - , . . 1, . . . , G ADJUST FLOOR.REINFORCING.TO GET EQUAL SPACIN "99 . ; . . . . ._— --- °m WATER UNE. m --- -- .o . .' ;' .. •:'WATER LINE . y a _ . `o . .. .;: . :. N 2' CRUSHED.;STONE , , .� . . 1. 1. . 1 � BA BARS 12' OC EACH WAY-EXTRA' 3.#4,BARS,`6' OC O TOP , _o .I 8-0" BARS 6' OC.IONG WAY°.O END OF 8 z . ,.., 12" DAY SPLICES . ., n 4.BARS 12 OC EACH WAY EXTRA 6 . 1� ND IL .BARS 6' OC LONG WAY • E OF,' LAZY RIVER DETAILS .. r . a DAY SPLICES RADIUS C. . e. 0 m , r - ORNERS . _, - e, _ . ,, m. NOTE: 12' CRUSHED STONE . 12' CRUSHED STONE.' ... - � .. S ED E . POURED�40 ORPSI00 28 GRADEIATE Y�OR CRETE :, _ . ,:. .., .. . .a e.': - PNEUMATICALLY PLACED, 4.000 PSI ;.�,: � •' d. . .. . .. r _ . .. . . .. . . - . . , - . r SE CTION C. . . _ . 1 z a—o. a °' , . . ' . . . . . . . ., r-., _: .. .. u...r.. 0rr i'll - yY ._ �.' 2tz ., 'e'' _ ... DRAWING' .�,. - .. �_ n.. :.v .. .. �p..y F.,�" 4 , ., _ . - .. . k . , 11 .. ., .. r { a , c " �,: : .. a , , a . - :. : _ .. . a ...n .� .. Kam- .. • �` r� .. _ _ .. .. w -. .. .. y' .5-. .. :. ., . .f gay` -- r . ._ _ _ _ .,.. .. H.. _ .,... - - .. .. ,n c ,- 1 ..: .ti .J ,. r'_ .. .... :. , q -: - .. ::.: - .. , .. - J . % ,„ .-.. k. , e: „ : .. r t . ., , , .i �. .. ... , .,: .. r-1 v .'a, r.. .... .. +. rr l a. , I - .W "' . ., ` t - ., .. , - _ .. - _ , : - - .. .. : y . .... , ,, . . : - • .I. ,. ,, i .. 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CHAIRS'' 18' TO 24" OC . . 4 BARS 12 OC HORIZONTAL & 6 OC . '.` .10/10,WWM on #$ S on :.-:r. -:. '. .r. :..' „ - (j . 4.TREADS O'12"! - .. VERTICAL ADJUST FLOOR.REINFORCING /'-1 2 CHAIRS-18"TO'24'',OC"' STAIR'.REINFORCING #4 . , . TO GET:EOUAL SPACING BARS 12",OC AS SHOWN. r :' .. --- -- - -- --- �, & (3) B4 BARS ACROSS- ;-^ , -- --L . eo. WATER LINE eo .;o p, WATER UNE- ` n I. . 1. -.. . . cs - - . ro -. : 6 a. �12".CRUSHED STONE. . . p: N - :. . " .:..: `" STAMP.. J 4 BARS 12 OC EACH WAY EXTRA . W I 3 4 BARS,.6 OC O TOP. I .fl > NBARS 8. OC LONG WAY.O END OF , . . OF AY SP C MAnO;,l_ 4 BARS 12 C EACH WAY.. :..: - - EXTRA BARS•8'.00 LONG WAY '"h�q SS. D U ES. .. e. , 2 TO 8, .' e ',". �-' � � O END-OF DAY SPLICES' rc : `" .,. RADIO COR: ':. , S. NER ., . < , . .' : N E' ' cowl � , 'R e . - p . 12. C USHED STONE a�, NOTE: . . . #4 BARS;-INTERMEDIATE GRADE CONCRETE '' - , 31376 :, , . . . 12 CRUSHED STONE POURED 4,000 PSI O 28 DAYS OR = -.PNEUMATICALLY PLACED, 4,000 PSI_ . . ' - - _ - PROD:NO.: : : :, `_ :. .y .I. SECTION E DRAWN: 1. ,_ - _ _:. . _ ., - - . _. ..,.. t 0 1 2 1-o m = / - - 1/2': 1 S ECTION D . , . , ; II -CHECKED: - t - . .. .. .. DATE: SEPTEMBER24i 2015 I. _. . 1. .. .... - ., - - . FILE NAME' R .. :. . , .. ,. ry - _.. .. ., .: :. .:.- -: ,; - .. .. _ . ':.. _ - . ,. ' PROJECT TITLE: ,' ` CAPE COM ER . _ . - i _ . . . . . " : , : - � ." I .#4..BARS 12" OC"EACH WAY EXTRA BARS - . . . , . . . . . - .. . . . . : r .. _ B",OC LONG WAY O END OF DAY.SPUCES" . : ' . VGB.COVER ' i - - -- ., 00 CA to .. -. _ ,.'ap ... O "I HYANNIS MA ' ' : e , 'e :. e0 CA a ... - o ,c>, e k'`-" *" -. %, d_:!r . .. 'o . . . . . 0 . I I , . ,;,.. - ' V CRUSHED STONE PLASTIC POT w/ 8 10 PIPE TO BALANCE TANK OR.PUMP . - R/C AL AROUND . . N' ' . .. .. .. - - . . 4 BAR ' . '' ., . . ., B S 12 OC.EACH WAY EXTRA BARS ,. , . NOTE:. . : .. r . t . +.. . 8. OC,LONG WAY O END OF DAY S.PUCES _.. . #4'BARS, INTERMEDIATE GRADE CONCRETE . . POURED 4000 PSI O 28'.DAYS OR ' DaAwwc . . . , PNEUMATICALLY PLACED,"4,000 PSI .". ,^ .I C AILS RUSHED STONE :" - LAZY RIVER DET --, . . , . . , . .. ., .. - - ,. - .. .. :, - .. - - :� _ .. - _ :. :. . .. , ..t - 4 a V '... . - . . - . .SECTION 'F . . . . , e _ . , 1/2' 1' o• ' - .. ,, , . . . . - I - L , y , .- .. « , .. - - .. .. - . .-. �,:r r .. .. , _ r I.. : , . .. , ., .' s' - . .. r ,. S - .1., .. -s y. .:, . 7 .. - y., ,_ --7� .. - ,., t RAWIN . .. , .. .. .. .. - - .: v a ... .. ^ 1: - - : .. .,. s„.: . , ... ... .: ry : r. M -L.,v.u�ray , ♦ '.: .. .. v' ,..: ,: e _. _ , .. -„_, ,. c 5 i L , S 3ti -. ..i - .. W ; , , 1 . ; e .. .. t♦ . z6 - _ .. • : - .. - _ - ,t .. : .. - r r4 "I I . . r - r„" 1. .' v . . . ... - i- ..use,:: y , .. .. a 'e. .. , •, •,1. - -'=mot.. ♦ .. - •n. S . . .. .. " - ,f -,4 w •. r. „. - ., r . 3: . �'^"."'' . . . . .. WATER FE RE Ilion Associates,In Fi c.;, . LAZY RIVER..DESIGN DATA: •` .. .. . LAZY RIVER ATU . EQUIPMENT: . DESCRIPTION 4 RAINDROP SOL-MFD-RMK-2 2°SOLENOID VALVE • &a..---" POOL WATER BERIMETEWF 309 A ASAHI ':. 1601020 2"TRUEUNION BALL VALVES - , POOL WATER'SURFACE'AREA=5800 SQ.FT. " 1 RAINDROP WHTL-004-OM WHALE TAIL POOL:WATER VOLUME 109 000 GALLONS 1 RAINDROP ':: ` . LRTB-010-OM POBox'14518 . LAZY RIVER FISH. ' - EAST PROVIDENCE,RI 02914 ' TURNOVER=,1:HOUR°c: , 2 RAINDROP CUSTOM . .. BOAT TAIL PIPE " aoo-nc ise3 . .. SYSTEM RECIRCULATION FLOW=1,820 G.P.M, 1 ITT MARLOW 6-13SC. _ 20 HP PUMP 480 VOLT 3 PHASE ,, . FILTEKSURFACE AREA.=,119 SQ.FT.' 1 . a o VARIABLE FREQUENCY DRIVE 20 HP-' . . FILTRATION RATE=15 G.P.M.PER SQ.FT. : 1 FILLION 10100 ORTEX PLATE: M w,;;; S :,: ' FILTER'BACKWASH RATE='255,G.P.M. RESSURE STEEL ANTI V 1 PILLION : 128.. PRESSURE GAUGE,LIQUID FILLED,4° .... BATHER LOAD=355 PEOPLE ,. FACE' I. ;. . - 1 .FILLION." 1218 0 , VACUUM GAUGE LIQUID FILLED 4". _ . RECIRCULATION:AND'FILTRATION EQUIPMENT:'•' FACE ' QTY. .MANUFACTURER MODEL NO. . DESCRIPTION ',-' . 2 PILLION , -;104000 ':. BRASS BALL VALVE %MPT X"%FPT s,/ . . -' 3 ' EUREKA : .SUF2430-3110 30 X 36 MAIN DRAIN 10"PORT 1 PILLION' , 6217.4. CONCENTRIC REDUCER,6°X 10", ,; II . STAINLESS STEEL FLANGED ' 3 EUREKA'. . °DSFF030-3600. ASME 112.19.8 V.G.B.CERTIFIED GRATE 1 ;r PILLION '62280 ,ECCENTRIC REDUCER;8"X 10", 3 PILLION" 1002001 _ 2 COLLECTION TUBE , . 3. , , STANDARD 4352 BRONZE HYDROSTATIC RELIEF VALVE STAINLESS STEEL FLANGED, STAMP: . , . . , 2 ASAHL. 1728100 . 10°GEAR OPERATED-BUTTERFLY . i BRONZE . .'. . 3 EPD 2-0020-230 10"M .' . : : • 3rI . ODULATING VALVE VALVES s . T ASAHI 1728020 2"LEVER OPERATED BUTTERFLY r . . 5 ASAHI . ; 1728100 10"BUTTERFLY VALVES ..' ' . ., ' 1' FILLI 1 - . ON 0120 STAINLESS STEEL ANTI VORTEX PLATE VALVES ' " 1 : ASAHI 1728025 2-1/2'LEVER OPERATED BUTTERFLY 1. HAYWARD SP-1425' 2 MIP WATER LEVEL STILL LINE • . - • 1 ASAHI .1728120 12"GEAR OPERATED BUTTERFLY. . , .._ .': VALVES .,. E . VALVE 1 ASAHI' 1728060 . 6 LEVER'OPERAT D BUTTERFLY 1 FLUIDTROL SW116112031 12"HAIR AND LINT STRAINER _ _.. 34.. RAINDROP SFJT-003 SLANT FINGER JET . . . .. S 1' FLUIDT.ROL ,' ' 6-120-5106' SPARE BASKET FOR STRAINER 1 ,. ITT MARLOW.' 6-11SC 40 HP PUMP 480 VOLT 'PHA 5 RAINDROP WWJT001 . WALL WAVE JET 3 SE 1 :. RAINDROP CASK-001-OM WINE CASK PRa NO: 1 VARIABLE FREQUENCY DRIVE'40.HP . 1 FIL i 1 . RAINDROP CUSTOM ORCA WHALE BREECH - -'DRAWN:: L ON.' . 18 .. . PRESSURE GAUGE,.LIQUID FILLED;4 1 RAINDROP . CUSTOM BOAT HOUSE -, . FACE, : .CHECKED:- - 1, FILLION 128130 VACUUM GAUGE,LIQUID FILLED,4"t . .. , • - •. . . , DATE: SEPTEMBER 24,2015 '. • ..." FACE : . . SLIDE FEATURE EQUIPMENT: . , . 2 PILLION .'. 104000 BRASS-BALL VALVE %MPT X%FPT . . nLE NAME: . 1 .,: FILLION 62174 CONCENTRIC RED CER X'.1 2 ITT MARLOW 4-9SC 15 HP PUMP 480 VOLT 3 PHASE' .: ' . - , '... U '6°. 0'" . _ - r . � .:. .REV:2 VARIABLE FREQUENCY DRIVE 15 HP , . .. .. STAINLESS STEEL FLANGED . . • ° _ . 1 : . FILLION : 62280 ECCENTRIC REDUCER,8 X 12 2 PILLION 10080' STAINLESS STEEL ANTI VORTEX PLATE . . . . :. , . 2' PILLION 12. 2. PRESSURE GAUGE,LIQUID.FILLED,4 _ : STAINLESS STEEL FLANGED . . "a' , . : " FACE - _ 1 > ASAHI,,.. ... 1'728100 8 GEAR:OPERATED BUTTERFLY VALVE : ' 2 .FILLION 128130 VACUUM GAUGE,LIQUID FILLED,44. 1` ' . . EPD . 2=0031=208'., EPD 710E-10 HI-RATE SAND FILTER,119 . . . - . . SO.FT. FACE : .4 FILLION 104000 BRASS BALL VALVE %MPT X%FPT. PRO`�T'"`E 322:, FILL ON 39102 '. #30 FILTER MEDIA 0.27 MM 2 PILLION 62174'. CONCENTRIC REDUCER,6"X 10",- . 1,. . SIGNET ... ; " P51530-P2 .. FLOWMETER PADDLEWHEEL WITH'10 - " . . . . ,: .. STAINLESS STEEL FLANGED w. . -: PVC SADDLE. " " 2 PILLION 62278. . ECCENTR C RED R. I UCE ,8,X10, . . 1 PILLION : "2100335-26 . WATER LEVEL SENSOR CAPE CODGER " STAINLESS STEEL FLANGED . 1 PILLION 8221G013- 2 SOLENOID VALVE.SLOW CLOSING ; 2 - ASAHI 1728100 8 GEAR OPERATED BUTTERFLY r ' A..e . . „-. VALVES 1225_IYANNOUGH.ROAD . 1 D.B I.. 2 ASAHI" 7 I . . 6°GEAR OPERATE UTTERFLY HYANNISI. . . 11 . VALVES. . .. . 2 : SIGNET - P51530-P1 FLOWMETER PADDLEWHEEL WITH 6" P CHEMICAL SANITAT , N VC SADDLE AND METER 10 EQUIPMENT:;'' . 1 BEGS. .::. .. BECSYS7 - . AUTOMATED CHEMISTRY AND. .. , ..' BACKWASH CONTROLLER. . . .. LAZY RIVER DRIVE EQUIPMENT- ' 1 PILLION : :' ' : CO2-3 CO2 FEED CONTROL WITH VENTURI Q . I :, .. . :.. , ; 4. ITT'MARLOW . : 6-11SC. 40 HP PUMP 480 VOLT 3 PHASE HOOK-UP,KIT.—CONNECT TO OWNER . . SUPPLIED BULK CO2:TANK. 4 VARIABLE FREQUENCY DR IV ELECTRICAL REQUIREMENTS.. .DRAB„ Q I E 40 HP , � ,-,, :' : 4. FILLION . .10120 STAINLESS STEEL ANTI-VORTEX PLATE - 1. PILLION 23110 ALKALINITY CONTROL SYSTEM ITT MARLOW 8.11SC PUMP '- 40 HP-480 VOLT 3 PHASE :. ,k ' ,' 4 PILLION 1 1:;r' : - PPG _ • ' 28120 . PRESSURE GAUGE,LIQUID FILLED,A4 ' . 3140AT CAL-HYPO FEED SYSTEM ., IlT N AB LR ow�3SCCY 20 HPR480 VOLTP 3 PHASE ' : -12 PPG 57032' . ACLU-TAB . ., FREQUENCY DRIVE' REFER TO PUMP .... . .. FACE vARwBLE EQUIPMENT - I - . ' ' ITT MARLOW 4-9SC 2 15 HP 480 VOLT'3 PHASE ' TAILS 1 TRIOGEN.. :'' UVARAY400 ULTRAVIOLET DISINFECTION• 4 PILLION. 128130. VACUUM GAUGE;LIQUID FILLED,4 DE. . . . 1 PALINTEST' SP709 - POOL TEST 9 . . FACE � VARIABLE FREQUENCY DRIVE REFER TOPUMP '•-'- ' 8 FILLION 104000 BRASS BALL VALVE '/4 MPT X%.FPT vAREneLow_ PUMPS 8 '10 HP 480 VOLT.3 PHASE '9:. . 1 FILLION ' • - :. START-UP CHEMICALS . _ LE FREQUENCY DRIVE .REFER TO PUMP . : , , . 4': FILLION. 62174 CONCENTRIC REDUCER,6"X 10', ` WATER LEVEL CONTROL 110 VOLT 15 AMP :. - 1 PILLION_- 60010 EYEWASH STATION. . . - - .. - '7 . ,: - .".: -:'.:. �• .. . - PPG OHLORINATOROLL 110 VOLT 20 AMP _ , a ," . e • 4 PILLION 62280 ECCENTR C REDUCER,8GXD12°, DECK EQUIPMENT.II< . ULTRAVIOLET SYSTEM ER 480 VOLT 3 PHASE ' - - ER CONTROL PANEL. REFER TO MFG.DETAIL 6 SPECTRUM CUSTOM . STAIR RAILS 'STAINLESS STEEL FLANGED RAINMAK "' , 1 SPECTRUM , CUSTOM `. SET RAMP RAILS . - Pooi u�Hrs reo - ,I .f 4' ASAHI 1728120 12°GEAR OPERATED BUTTERFLY 28 . ' SPECTRUM 24010 BRONZE DECK ANCHOR PooLsouND TBD VALVES 28 SPECTRUM 24097 -. ESCUTCHEON PLATES STAINCE 4 ASAHI 1728100 10"GEAR OPERATED BUTTERFLY ,, ,,' ' . . . . . .. I ,,., SS . STEEL . . q ..' EL WITH I ,,. ", '?. ''- VALVES' . ,. , .. . ,. ,SIGNET P51530-P2 FLOWMETER PADDLEWHE 0 .. .. - PVC SADDLE AND:METER . -- .. a 4. . s .,: . -- . ., ._, . ..,.. _ d • .. 43 , - - .. .. . t , _ , .. : - - _ - �'f , `;M M -, a. :ys:.: F.... $c.... -. a. c •r, . _ y c. S - '+- „X., :is s'.w..K .V.'. L•{•, X r^. k a :> . a d w .. .., : . .. . . I. . f' ., .. .. - - . - ... , .. ?' .. , . .4. , - .. .. . , L .... ,.5.;..:r...... .rn,; .:..r '.< .. ...f,Y ,.r ...., ..:.k'' r:,:,.... .:. .d... r o., .. Sx y t ;1�5-. . • • . . '. ,... .. ..] .. ' : :, .... - „ . ... ... .. .. SPt�AY POOL: ESI N DATA.D G ;.,: F IIIonAssoc-iates,Inc I DESCRIPTION .. ,. = SPRAY DECK PERIMETER=128 ,. .. . . �^"`. . POOL WATER'SURFACE:AREA 9.1 200 SQ.FT:' . : " ` POOL WATER VOLUME=10 OOO GALLONS -.. , , . „ ,.q .- :: , . PO.Box . ,a TURNOVER.-1 HOUR'.; ,,° " :, ,. ,,: .., '., .. tasla ;. . _ - - EAST PRONDENCE;Po'02 SYSTEM RECIRCULATION FLOW-250 G.P.M: . _ . .. I - . � 80a776.7665. . FILTER'SURFACE AREA=17 SQ.FT. . . FILTRATION RATE=15,G.P.M.PER SQ.FT... . FI T R II L E BACKWASH RATE 255G:P.M. . BATHER LOAD=80 t.: , . . - , • . ., . . . RECIRCULATION.AND FILTRATION EQUIPMENT: .SPRAY DECK WATER FEATURE EQUIPMENT: QTY. MANUFACTURER MODEL NO. . DESCRIPTION- 12 RAINDROP SOL-MFD-RMK-2 2"SOLENOID VALVE , 4 EUREKA SUF2121-2106 24 X 24 MAIN DRAIN,10"PORT, , 12 ASAHI. . 1601020 2"TRUE UNION BALL VALVE , - ' 4_ EUREKA DSFF024-2400 ASME 1.12.19.8 V.G.B.CERTIFIED GRATE 12 RAINDROP SQL-MFD-RMK-1 1°.SOLENOID VALVE " , 2 FILLION, :1002001 2 COLLECTION TUBE - ,12 ." ASAHI': 1601010 1.TRUE UNION BALL VALVE: ... .. 2 : STANDARD: 4352 BRONZE HYDROSTATIC RELIEF VALVE 1• ASAHI 1728060 6"LEVER OPERATED BUTTERFLY VALVE , srwwa . BRONZE, .::. 1 FLUIDTROL. SW116106031 6"HAIR AND LINT STRAINER 5. STARIT,E ' 08650-1404, SKIMMER. 1 FLUIDTROL: 6-060-5106 SPA BASK T FOR STRAINER - RE E ' ; . . 7 HAYWARD SP-1419E WALL FITTING,1:1/2"THREADED X'1 ' 1 . ' ITT MARLOW . 3-9SC . 10 HP PUMP 480 VOLT 3 PHASE , ... EYEBALL 1 VARIABLE FREQUENCY DRIVE 10 HP 2 STA=RITE 084170000 2"FLOOR RETURN ADJUSTABLE 1 ; FILLION , - 128120 PRESSURE GAUGE,LIQUID FILLED,4" . . - 1 HAYWARD SP-1425 2"MIP WATER LEVEL STILL LINE . FACE 1 ASAHf' 1728060 6"LEVER OPERATED BUTTERFLY VALVE ` 1 FILLION : 128130 VACUUM GAUGE,LIQUID FILLED 4" . . t FLUIDTROL SW7.16106031 ' 6"HAIR AND LINT STRAINER:: FACE :. . . 1 FLUIDTROG 6-060-5106 SPARE BASKET FOR.STRAINER - .:2" FILLION. 104000. BRASS BALL VALVE %,MPT X%.FPT - . ITT MA. : W 2-1 2-9 C 1 FILL ON 62 " " SCALE:. , MAR / S 7.5 HP PUMP,480 VOLT 3 PHASE. I 136 CONCENTRIC REDUCER,3 X 6, , 1 VARIABLE FRE UENCY'DRIV : STAINLESS STEEL FLANGED Q E,. .5 HP PRO.,N. _ '1:- -. -FILLION- -- ._ 128120 - PRESSURE GAG I - -,:1 , FILLION .62244 ECCENTRIC REDUCER 4"X 6"G UGE,iIQU D FILLED,4 - - . . FACE STAINLESS STEEL FLANGED, olI.,i -, • 1-„.' •FILLION° : 128130 -. 1 r AHAHI 1728060 6"LEVER OPERATED BUTTERFLY VALVE : CHECKED: •' VACUUM GAUGE,LIQUID FILLED,4 . , :FACE- 5 ASAHI . 1601020 2"TRUE UNION BALL VALVE .. . 2`. FILLION: 104000' • BRASS BALL VALVE,'%MPT X'%FPT. 2 - ASAHI 1601010 1".TRUE UNION BALL VALVE o DATE SEPTEMBER 24215 . 1 PILLION 62124 - . CONCENTRIC REDUCER,2.5"X 4",. 1 ASAHI 1728025 2-1/2"TRUE UNION BALL VALVE FlLE NAME: . . . . . . . . STAINLESS STEEL;FLANGED- 1 . " ASAHI 1728015 1-1/2'TRUE UNION BALL VALVE . .' : ; . , " .1 . .FILLION • . 62236: ECCENTRI 1 RAINDROP C.REDUCER,,3 X 6, DMPT-003-OM 'DUMPING TROUGH WITH SIGN , Rev: . . ,.' STAINLESS STEEL FLANGED. .' 1 RAINDROP . MNSH-001-OM MINI PIRATE SHIP SLIDE 1. • ` :1 ASAHI 1728040 4"(EVER OPERATED.BUTTERFLY VALVE 1 RAINDROP BLSJ005 OM BELLE SPRAYJET REV 1 EPD,: 2-0031-600 . ,. EPD 150E-4 HI=RATE 1 . RAINDROP - TRCH-001-OM TREASURE CHEST i' . ,,.,.. SAND FILTER,17 SQ.FT. `1 RAINDROP CFPL-001-OM MISS PEARL . 46 PILLION'.... : 39102. : 1' RAI D P rlioEcr Tim- I .. #30 FILTER MEDIA,0.27 MM, N RO CFLB-001-OM LARRY LOBSTER 1 SIGNET P51530-PO . FLOWMETER PADDLEWHEEL WITH 10" 1 RAINDROP MSL-002-OM WAVE SLIDE `':' . `` PVC SADDLE 12 RAINDROP: FMGS-004 FOAMING GEYSER - : • PE COMER '` 1. ` PILLION 2100335-2B WATER LEVEL SEN O ,". 2. .. -:.RAINDROP OSPREY-001- - O S R , , , OM OSPREY CANNON Y- RES RT I. 8221G7 ::: 1"SOLENOID VALVE;SLOW CLOSING .. . .1 FILLION . .. .- ,,, .. .. YANN H R:.,• . 12251 OUG OAD _„ - +-: CHEMICAL SANITAT ON PMENT. ,:. , -'. ,, -., . . HYANNIs;MA` EQUI , . :: . . 1 BECS ' BE YS7 , CS AUTOMATED CHEMISTRY-AND ELECT C RE R `$� •, _ RI AL QUI EMENTS. ', ,• , ., , BACKWASH CONTROLLER c. .,.�.. ,.„ - : - ITT:MARLOW 2-1/2-8SC PUMP 7.5 HP 480 VOLT 3 PHASE 9 1 FILLION ' *.'CO2-3 . CO2 FE VARIABLE FREQUENCY DRIVE REFER ED CONTROL WITH VE 9 1. O TO PUMP- . ,. . ..,.`: .r . .. - .. HOOK-UP KIT CONNECT TO OWNER " ITT MARLOw 3-9sc : 10 HP 480VOLT 3PHASE . SUPPLIED BULK CO2 TANK • r,. VARIABLE FREQUENCY DRIVE REFER TO PUMP Y .. - WATER LEVEL CONTROL '110 VOLT'15 AMP "{�- - s . 1 PPG 3070AT • CAL-HYPO FEED SYSTEM CHEMISTRY CONTROLLER 110 VOLT 15 AMP ;- , I. . '. . PPG'CHLORINATOR : '110 VOLT 20AMP '..: "�`�:,. > m ., 1. TRIOGEN. ., UVARAY90 ULTRAVIOLET DISINFECTION. . Q. ,. :' :- ��:' a,, " '.. .. ULTRAVIOLET SYSTEM 4 0 VOLT 3PHASE ,. .s..,:. y . . ,r�. r '� _ �, 1 _PILLION START UP CHEMICALS: .f.. H, ` ` " :v ' DRAvmic ' : - : ,. . I - RAINMAKER CONTROL PANEL REFER TO MFG.DETAIL . - x cx I, `>' .' '� '�� . . . . - . . • •_ � P Y: .. , . . ,, Y v EQUIPMENT ham., , Q ¢„ �: ° , .>. 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