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HomeMy WebLinkAbout0157 FALMOUTH ROAD/RTE 28 - Health 157 Falmouth Rd., Hyannis A=311 - 75 i ° i I w, FZFIE Town of Barnstable • BARNMBIA 9�A MAN. ,. Board of Health TFD �s P.O.Box 534,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 31,2003 Mr. Myer R. Singer 26 Upper County Rd. P.O. Box 67 Dennisport, MA. 02639 Re Cape Cod Five Cents Savings Bank i Dear Mr. Singer, You are granted permission to continue to utilize the temporary holding tank hi 209 3 +Falmouth Road, Hyannis'with the following condition. • The tight tank shall be disconnected and removed as soon as town sewer becomes available. This permission is granted because the new plumbing and sewer piping is designed and constructed in such a manner to be connected to a public sewer line in Route 28 as soon as it becomes available. In the meantime, the'existing bank building will continue to operate while connected to a tight tank, subject to the approval of the Massachusetts Department of Environmental Protection. Si erely y r Way, dier, M.D. °f1HE Tpk, Town of Barnstable Regulatory Services • BARNSTABLE, y Mass. Thomas F.Geiler,Director Qj iGg9. ♦0 A'fo►��a Public Health Division Thomas McKean,Director 367 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 12, 2001 Mr. Myer R. Singer . . 26 Upper County Rd. P.O. Box 67 Dennisport, MA. 02639 Re: Cape Cod Five Cents Savings Bank Dear Mr. Singer, You are granted permission to install a temporary holding tank at 209 Falmouth Road, Hyannis with the following conditions. 1. The applicant shall obtain the approval of the Massachusetts Department of Environmental Protection. 2. The tight tank shall be disconnected and removed before December 31, 2002. This permission is granted because the new bank building is designed to be connected to the public sewer line along Route 28 once construction is complete next spring. In the meantime, the existing bank building will continue to operate while connected to a tight tank, subject to the approval of the Massachusetts Department of Environmental Protection. Sincerely yours Susan G. Rask-ICS. i LAW OFFICE OF MYER R. SINGER 26 UPPER COUNTY ROAD,P.O.BOX 67 DENNISPORT, MASSACHUSETTS 02639 MYER R. SINGER TEL: (508)398-2221 ANDREW L. SINGER FAX: (508)398-1568 June 26, 2001 via fax 508-790-6304 and hand delivery Barnstable Board of Health Attn: Mrs. Susan Rask, Chairperson 367 Main Street Hyannis,.MA 02601 Re: The Cape Cod Five Cents Savings Bank 209 Falmouth Road, Hyannis Dear Chairperson Rask: The Cape Cod Five Cents Savings Bank is in the process of seeking permits to replace its existing bank building at the above-referenced property. The new building will be set behind the existing building to conform to zoning requirements. The existing branch building will remain open during construction. The project has been designed to connect to the proposed sewer along Route 28 once construction is complete next Spring. The existing branch would continue to operate on a tight tank during'construction subject to approval by the Board of Health and DER As an alternative for discussion, the Bank's engineer is also designing a Title 5 septic system for the property. In advance of the Bank's scheduled meeting with the Board of Appeals on the Project in August, the Bank would like to meet informally with the Board of Health at the Board's July 10, 2001 meeting in order to discuss the Project and the proposals mentioned above. The Bank thanks you for your consideration of this request. If you have any questions or would like any additional information, please call. - Very truly yours, Andrew L. Singer ALS/a F:\WORK\CAPE COD FIVE\6.26.01 letter to Board of Health(Rask).wpd COMMONWEALTH OF MASSACHUSETTS Z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFIC p`'o,M SYe�e 20 RIVERSIDE DRIVE, LAKEVILLE, MA 234RECEIVED JANE SWIFT ry Governor MAR 0 1 2002 BOB DURAND Secretary Py TOWN OF BARNSTABLE LAUREN A.LISS • HEALTH DEPT. Commissioner February 19, 2002. Arthur F. Borden RE: BARNSTABLE--Subsurface Sewage Arthur F. Borden &Associates, Inc. Disposal Approval of Tight Tank for Cape 302 Broadway, Unit#4 Cod 5¢ Savings Bank, 209 Falmouth Road Raynham, Massachusetts 02767 Transmittal No. P24911 Dear Mr. Borden: The Southeast Regional Office of the Department of Environmental Protection has received and completed its review of the above referenced application for approval of a tight tank pursuant to Title 5 of the State Environmental Code, 310 CMR 15.760,to serve an existing bank at the above- referenced address. Accompanying the application was a plan titled: "SEPTIC SUPPLEMENT PLAN OF CAPE COD 5 CENTS SAVINGS BANK AT 171 FALMOUTH RD., BARNSTABLE, MA. ARTHUR F. BORDEN&ASSOCIATES, INC. 302 BROADWAY, UNIT#4 r RAYNHAM, MASSACHUSETTS 02767 DATE: JUL. 26, 2001 SCALE 1"=40' LAST REVISED: 1/23/02" Based on its review of the application and accompanying plans,-the Department recognizes that a sewer-connection is not feasible and that there is no other feasible.alternative.for the disposal of sanitary sewage in accordance with 310 CMR 15.000. The proposed new bank will be constructed in the area of the soil absorption system for the existing bank and will be connected to the sewer. The tight tank will allow the existing bank to operate until the sewer becomes available. The Department finds that the application and plans are in compliance with 310 CMR 15.000, and,accordingly, hereby approves your request pursuant to 310 CMR 15.260, Tight Tanks, subject to the following provisions. Failure to comply with these provisions may result in revocation . of this approval. 1. Prior to installation of the tight tank,the owner sliall obtain a disposal system construction permit from the Barnstable Board of Health. _ o This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.mass.gov/dep 0 Printed on Recycled Paper 2 2. This approval is limited to existing use and any change of use will require a new approval. The tight tank shall not be used for new construction or for any increase in flow. The facility design flow is limited to 375 gallons per day. 3. The owner shall allow representatives of the Department and the local Board of Health access- to inspect the facility during construction in order to assess compliance with the plans as approved by the Department. It is the applicant's responsibility to ensure that the approved plans are available at the site during construction. 4. No tight tank shall be utilized until the owner has submitted to the Department and the Board of Health written certification by a Massachusetts Registered Professional Engineer or Registered Sanitarian that the tight tank has been constructed and installed in accordance with-the approved plans. 5. The owner shall provide the Barnstable Board of Health with a copy of an executed two-year service contract with a septage hauler licensed to operate in that community, which identifies the disposal location(s) of the tight tank contents. Failure of the owner to properly maintain . the tight tank and keep it from overflowing shall constitute grounds for revocation of this approval. 6. Within 30 days of a sewer becoming available to the facility,the owner shall connect the facility served by the tight tank to the sewer and shall abandon the tight tank in accordance with 310 CMR 15.354. 7. An operation and maintenance plan, acceptable to the local Board of Health, shall be implemented which requires monitoring of the system at a minimum frequency of once every three months during periods which the property is occupied to ensure proper operation and maintenance. 8. All notices and information required pursuant to this approval letter shall be sent to the Department at the following address: Department of Environmental Protection 20 Riverside Drive Lakeville,Massachusetts 02347, 9. The owner shall submit to the Barnstable Board of Health copies of pumping records within 14 days of each pumping date. Please note that the conditions, outlined above, do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of Health. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Sincerely, ,� > 1. / Brian A. ud e Bureau of Resource Protection Enclosure (2 sets of plans) D/CD/cb cc: Barnstable Board of Health DEP-Watershed Permitting Program 375 Main Street Title 5 Section -Boston PO Box 534 Hyannis, MA 02601 (With enclosure- 1 set of plans) im x I• I ► 1• •. • • • r9 rtl Postage $ /J-✓/ . O Certified Fee J.30 'Er Return Receipt Fee /7 O (Endorsement Requlred) 29 E3 Restricted Dettvery Fee p (Endorsement Required) 0 Total Postage 8 Fees $ Cape Cod 5 Cents SavinIr n � PO Box 10 -------- E3 °Orleans, MA 02653 Certified Mail Provides: o A mailing receipt 10 A unique identifier for your mailpiece o A signature upon delivery - - - o A record of delivery kept by the Postal Service for two years Important Reminders: - - e Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with .Certified Mail. For valuables,please consider Insured or Registered Mai A; .. o For an additional fee,a Return Receipt may be requested to'proyide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested"A.T��'eceive a fee-waiver for a duplicate return receipt,a USPS postmark on your,Cetified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery'. a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. ". A, PS Form 3800,Jahary 7001 (Reverse) 102595-M-01-2425 4 SEN09R,06MPLETE THIS SECTION COM:PLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ' ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, - _ or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Cape Cod 5 Cents Savings.Bank ` PO Box 10 Orleans, MA 02653 OTLSery EKertif _sv Mail ❑ RegisRetu ei pt for Merchandise❑Insure ❑C.O.D F4. Restricted Del'v ra Fee) ❑Yes 2. Article Number T 7001 1940 0004 9042 1891 (Transfer from service labeq PS Form 3811,August 2001 ' Domestic Return Receipt 102595-02-M-1540 f UNITED STATES POSTAL SERVICE First-Class-Mail Postage&Fees Paid LISPS Permit No.G-10 ' Sender: Please print your name, address, and ZIP+4 in this box • I Town of Barnstable Division of Health i i 200 Main Street i Hyannis, MA 02601 i I i 1.liaq( „ 1 Town of Barnstable rO`'tio Regulatory Services Thomas F. Geiler,Director +QBAFtNSTABLE, Public Health Division Thomas McKean,Director 200 Main St, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 29, 2003 Cape Cod 5 Cents Savings Bank PO Box 10 Orleans,MA 02653 IMPORTANT NOTICE RE: Map & Parcel 311-075 Dear Addressee: You are directed to connect your building located at 157-Falmouth-Road Route 288 Hyannis, MA to public sewer on or before August 29, 2003.�`� The Department of Public Works, Engineering Division, has notified us that your property abutts recently installed vacuum sewer lines. The lines were extended because of the density, and the size of the lots in the area, and the potential for serious health problems. Failure to comply with this order will result in a complaint against you, in a court of law, due to your failure to comply with a Board of Health Order. If you should have any questions, please telephone me at 862-4644. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S. CHO Health Agent for: TOWN OF BARNSTABLE BOARD OF HEALTH Wayne Miller, M.D., Chairperson Susan G. Rask, RS. Sumner Kaufman, M.S.P.H. Return receipt requested Cc: Barbara Childs, Water Pollution Control Mark Giordano, Engineering Q:Sewerorder.doc t l °PIKE ram, Town of Barnstable 9�A 1 : ,.� Board of Health rFo �s P.O.Box 534,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. November 21,2002 Mr. Myer R. Singer 26 Upper County Rd. P.O. Box 67 Dennisport, MA. 02639 r Re: Cape Cod Five Cents Savings Bank Dear Mr. Singer, You are granted an extension of time to continue to utilize the temporary holding tank at 209 Falmouth Road, Hyannis with the following conditions. 1. The newly constructed bank building shall be connected to town sewer as soon as it becomes available. 2. The tight tank shall be disconnected and removed before December 31, 2003. This extension is granted because the applicant has learned town sewer will not be extended to this property until Spring 2003 or later. Sinc ely yours Wal Miller, M.D. 10-29,-2002 �1 :10PM FROM SINGERBSINGER'LLC TO 5087906304 P.01 Law Office of Singer & Singer, LLC 26 Upper County Road + P.O. Box 67 Myer R.Singer Dennisport,Massachusetts 02639 Andrew L. Singer Tel;(508)398-2221 Jennifer L.Thyng Fax:(508)398-1568 October 29,2002 VIA FAX•508-790-6304 Town of Barnstable Board of Health Attn: Mr. Thomas McKean 200 Main Street Hyannis, MA 02601 Re: The Cape Cod Five Cents Savings Bank 209 Falmouth Road,Hyannis,MA Dear Board Members: The Cape Cod Five Cents Savings Bank requests that the permission for it to use a holding tank for their sewage system be extended for one(1) year from December 31, 2002 to December 31,2003. The Bank was advised that at the time it made its request to the Board of Health that the Town sewer system would be extended to the Bank's property by the spring of 2002. Unfortunately, the Bank has learned that the Town sewer system will not be extended to its property until 2003. The Bank is making this request in order to continue to use its building. The Bank understands the expense involved in using a holding tank system and agrees to be responsible for the proper pumping and payment of services in connection with using a tank system. I would appreciate it if you would schedule this request for discussion at your November 12, 2002 meeting. Very truly yours, MRS/g yer R. Singer cc: Mr. Mefford Runyon- via fax Mr. Thomas Chiudina-via fax TOTAL P.01 _ '33�. } TOV-N OR- ARNSTA.BLE LOCATIQD� / `' a im nm+A Road &anm i4.19h SEWAGE VILLAGE ASSESSOR'S MAP & LOT �_ INSTALLER'S NAME&PHONE NO. t Lust .���► b�?: E�cet�21a 3�--/f1'OGi SEPTIC TANK CAPACITY 000 L T,-. LEACHING FACIL=: (type) l!Gl17 U&X (size ►1 I! NO.OF BEDROOMS BUILDER OR OWNER CA S 9,711 PERMITDATE: k� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by e®1 uo � ./rmas S�yy 101410 fa S°a� 51 ATnp� Ya%5- �, firb 72P'- b * c. it TOWN•OF-BARNSTAB LE LOCATION .21Oc1 Fu l m 0147% SEWAGE # Z VILLAGE sty H h i S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. XN✓4 lUe,J,2, ;'6;/- 3.3;z- /&b� SEPTIC TANK CAPACITY C' 00© Gg/IoviS Tk r f a'`i;C� LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200.feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet IFurnished by �a- n wyc G`euh0Lf F " 7_W yr ,tip r vnco FT 3t c(Cate ou r J ��� ZG G T-cvya `w�� * �/ (✓ G/J Fee �� ,litNo.. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZippItration for Mtge l *p$tem Conelruction Permit Application for a Permit to Construct( air( )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot No y Owner's Name,Address and Tel.No. 64 GDd 4$�C{ S ���o�tTti �a P1t Assessor'sMap/Pazcel y 61 h 0 � ivct�, ab°�ilr75'�'�7�•l ✓�.[I. Installer's Name,Address,and Tel.No. lol_ 711 Designer's Name,Address and Tel.No. 12�v�' WitiS�, Txh S1y.r .j C. w ' ma Type of Building: °t!EY Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank G, lr.1/to tO14/l Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of lValth. Signed Date &Z i o Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued . �No. Dl/I 4 .^„-.. Fee i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 7 Rppli.cation for Oigpogal *pgtem (tongtruction Permit f Application for a Permit to Construct(,.--)-Repair( )Upgrade'( )Abandon( )/N Complete System El Individual Components i Location Address or Lot No.7*1 �I m o u to R a Owner's Name,Address and Tel.No. Assessor's Map/Parcel y Installer's Name,Address,and Tel.No. �' Designer's Name,Address and Tel.No. Xcr�f Cum d�h - r►.J. �'�r�rpn, rah' Type of Building: t,'` f; f B r�orrys �_/Lot Size s .ft. Garbage Grinder Dwelling No.o ed o q g ( ) Other Type of Building No of Persons Showers( ) Cafeteria( ) ' Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date - Number of sheets Revision Date ' Title Size of Septic Tank Im/49A6 74x4 �n Description of Soil i i i Nature of Repairs or Alterations(Answer when applicable) Date last inspected- Agreement: '. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of lilalth. Signed t �y DateF . d , Application Approved by 1 t Date V Application Disapproved for the following reasons ;,Permit No. _ Date'Issued .k 4 ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded �ned_Aban )by � � ate has construVer acc6rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated I Installer Designer The issuance of this permjt shall not be construed as a guarantee that the sys mjwill funct` ion as desig ed �5 Date G' D J - Inspector �`--f��l�.�_c l -- 7 ----------------------- No. �l FeeL011 -_I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS lwigpogar *pgtem Cougtruction Permit r _ Perrnission is hereby gapted to.Construct( ) e ( U.grade( Abandon,System located at % I t �") 4,vat's and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mu �be co eted within three years of the date of this t. Date: RM? /t�� Approved by i FEE-28-02 07 :22 API P1o.cLec,d Erc,t.het-s.. 1Ylr. 7 S14-8 :34:-.::_'30 F_ 01 .—. _— nn wt•. u�tw�.i v HJJU4J t"NhC � t7L r i COMMONWEALTH OF MASS.A,CHUSETTS EXECUTIVE OFFICE OF EN momvfEmrAL A,F'FAiRs 6 DEPAR.'rmENT of ENVI.RONNIENTAI, PROTEt TION K SOUTHEAST RI"f;IONAL OFFICE .O RIVERSIDE DRIVE, 1A.KEVILLE, MA 02847 I JANE 8%k1FT Guveraur 30 D[;RAND Secretary 1.,AU"N A.LISS Co�►xutseioner I I February 19, 2002 1 Anhur F.Borden RE: BARNSTABL.) --Suhsurtace Sewage Arthur F. Borden&Associates,Inc. Disposal Approval of Tight Tank for Cape � 302 Bruadway, Unit 04 Cud 54 Savings Lank, 1'.09 Falmouth Road Ravnharn, Massachusetts 02767 Transtnittal No. P24911 Dear Mr. Sorden: The Southeast Regional Office of the Depaninent of Envirunmcrtcal Protection has received anJ completed its review of the above referenced application for approval of a tight tank pursuant to Title 5 of the State Environmental Coda, 310 CMR 15.260, to servc an existing bank at the above- • rtl2rericed addt'ess. I ,Accompanying the application was a plan titled: j "SEPTIC SUPPLEWNT PI:AN OF CAPE COD 5 C17-NTS SAVINGS BANK AT 171 FAt.MOUTH RD., BAR.NSTABLE, MA., ARTHUR F. BORDEN tic ASSOCIATEss, mlc. 30.2 BROAr)WAY, LINIT#4 RAYNHANI,MASSA.CHUSETTS 02767 DATE: JUL. 26, 2001 SCALE 1"= 40 LAST REVISED: 1/23102" Based ron it,,;review of the application and accompanying}Mans,the Departntcat rcc•ognizes drat a sewer turint ctipn is not feasible and that there is no other feasible aht;rriative ;For the disposal of sanitary sewage in accordance with 310 CM F, 15.000. The proposed new bank will be constructed in the a1•c+u of the soil absorption syslem fbr tht existing bank and wild be cormected to the sewer. The tight tatak will allow the existing bank to operatE until the sewer bccotti:s availtlble. j I Flit: Department finds that the application and plans are in compliance with 310 CMK j 15,000, and, accordingly, hereby W.Plays your request pursuant to 310 C1vfR 15.260, Tight 1'anhS, subject to the following provisivns. Fallurr to comply with these provisions ttlay result in revocation of this approval, I I l. Prior it)instullAtion Oldie tight tank,the owner shall obtain a di;po;a). system con.structiur► j permit from the Barnst:ablc Board of Health. This rntornldflon is a•viishitt in nii—w•formal b,,tAlling ace AtIA Coordinator of(0'')574 66'.'.. 0[;P��F1z WIMt�YJide 1rV HD: htlp./iw.vrJ.m89A rJw/dn� . Fnnletl en F2ewr.r•rJ pater � I FEE-28-02 07 :21 AM 1-1 Lewd Brr_t.h r s: Iran,. 781.+878+3890 P. 01 ------ -� AKIHUK bUNUEN ASSOCS FAGS 03 z z. This approval is litriited to existing use and any change of use will require a new approval. The tight tank shall not be used for new ennstructinn or for any increase in flow The facility design MIA' is limited to 375 gallons pc.r day, i 3. Tire owner shall allow representatives of the Department and the local Hoard of}health access u1 to inspect the facility during construction in order to assess compliance wilt) ti)e plans as approved by the Department, It is the applicant's responsibility to ensure that the approved plans are available at the sitc during construction. IN 4. No tight tank shall be utilized until the owner has submitted to the Department and the Board of Health written certification by a Massachusetts Registered Professional )engineer or Registered Sanitarian that the tight tank has been constructed and installed in accordance with the approved plants. 5. The owner shall provide the Barnstable Board of Health with a copy of an executed two-year G�'A ;� service contract with a septage hauler licensed to operate in that community, which identifies the disposal locations)of the tight tank contents. Failure of tits owner to properly maintain the tight tank and keep it from ovcrflowitre,shall constitute groundb for revocatiun orthis approval. i b. Within 30 days of a sewer becoming available to the facility, the owner shall connect die facility ssrv°ed by the tight tank to the sewer and shall abandon.the tight tank in accordance with 310 CMR 15.354. 7. An operation and maintemnce plan, acceptable to the local Board of Health, shall bd implementers which requires monitoring of the system at a rninlntum frequency of once every three months during periors which the property is occupied to ensure pruper operation and e rzlaintcrlance, 8. All notices and inform.atlon required pursuant to this approval loiter shall be,sent to tllc Department at the following aridness: Department of Environmental Protection 20.Riverside Drive I Lal.evills, Massachusetts 02347 9. The owner shall sutmait to the Barnstab!e Board of Ilcalth copies of pumping records within 14 days of each pumping.date- Please note that the conditions, outlined above,do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of fi'calth. I Should you have any questions regarding this matter,please contact Cltristos Dimisiuris at (508)946-2736, sincerely, l Brian A. u e Bureau of Resource Protection Enclosure (2 sets cfplans; r)/CD/cb cc: Elanistable Board ofHcalth DEP-Watershed permitting program 375 Main Street Title 5 Section -Do3ton PO Box 534 Hyannis,NIA 02601 (With enclosure- 1 se,of plans) i i I f TOVARNSTABLE LOCATION ZO O,Ism om+L Read Xymn 14.11h SEWAGE # II VILLAGE ASSESSOR'S MAP& LOT I INSTALLER'S NAME&PHONE NO. X a r a,�, V-3, 0G �I l SEPTIC TANK CAPACITY ��OaQ G�lI0�s' T,�tiT TANK LEACHING FACILITY: (type) %161#7 (size) �i NO. OF BEDROOMS BUILDER OR OWNERgam k PERMITDATE: Lai COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If.any wetlands exist within 300 feet of leaching facility) Feet Furnished by s s J tr v z 3 _ 3 3 _ Q r p P s � � Ri 5 At r .Y J/ S 7 Fal h, oUt\ '!�oao� 9,t. .2 8 YvP-V Q 1/ 0 75 p JJA . CERTIFICATE OF ANALYSIS Page: 1 a �Yt Barnstable County Health Laboratory Sp�Eiti3 Report Prepared For: Report Dated: 05/30/2002 D J Equipment Co Inc Order Number: G0214647 William Thompson 1267 Washington Street Weymouth, MA 02189 Laboratory ID#: 0214647-01 Description: Water-New Main Sample#: 14647 Sampling Location: Fire service Cape Cod 5 Hyannis MA Collected: 05/28/2002 Collected by: Thompson Received: 05/28/2002 Test Parameters ITEM RESULT UNITS MDL MCL Method# Tested LAB: Microbiology Total Coliform 0 CFU/100mL 0 0 MF 05/28/2002 Approved By: r (Labj Director) Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 THE TOWN OF BARNSTABLE �pF TO w OFFICE OF BsaAM N i BOARD OF HEALTH � NAM p� i639' `em 367 MAIN STREET a MA'S k' HYANNIS, MASS.02601 November 12, 1998 John F. Cabana 20 Airport Road Hyannis,MA 02601 Dear Mr. Cabana: You are granted an extension to the original variance granted by the Board of Health on October 9, 1997 from the Interim Groundwater Protection Regulation limiting sewage flows to 330 gallons per acre in certain Zones of Contribution to public water supply wells. This variance will allow you to install an onsite sewage disposal system at 157 Falmouth Road, Hyannis, Ma. with the following conditions: (1) The septic system must be installed in strict accordance to the submitted plan dated May 16, 1997. (2) The first floor cannot have more than 5,000 square feet of floor space. The basement shall not exceed 2,400 square feet. (3) The building must be connected to public water. (4) The building must be connected to town sewer when it is available. (5) This variance expires December 1, 1999. This variance is granted because your attorney,Kevin Kirane, stated the building will be connected to town sewer when the sewer line becomes available in approximately one year. Therefore,this septic system will be used on a temporary basis and shall not have a long term impact upon the quality of the groundwater in this area. Sincerely yours, Susan G. Rask, S. Chairman Board of Health Town of Barnstable SGR/bcs cabana2 i URE ERIES ,LAnZ7B0Y9LNL" WE FURNISH .SATISFACTION® DELIVERED BY HAND October 27, 1998 " Ms. Susan G. Rask, R.S. Chairman Board of Health 367 Main Street Hyannis, MA 02601 Dear Ms. Rask: Re: 157 Famouth Road,Hyannis,MA—Sewage Disposal System This letter serves as a request for a continuance of the variance granted last year for the subject property. Construction has not commenced yet on the property and town sewer is still not available., All conditions of the.variance request are as stated in your letter of October 9, 1997 (copy attached). Thank you for your assistance on this matter. Sincerely, k J F. Cabana 'rk JFC/sd Enclosure Corner of Rte.132 and Airport Road • Hyannis,MA 02601 • (508)771-7045 • Fax:(508)771-7390 �FTHE rO TOWN OF BARNSTABLE OFFICE OF t HAH39TOHLr BOAR® OF HEALTH y rues i639' `em 367 MAIN STREET 'fD MAY HYANNIS, MASS. 02601 October 9, 1997 John F. Cabana 20 Airport Road Hyannis, MA 02601 Dear Mr. Cabana: You are granted a variance from the Board of Health Interim Groundwater Protection Regulation limiting sewage flows to 330 gallons per acre in certain Zones of Contribution to public water supply wells. This variance will allow you to install an onsite sewage disposal system at 157 Falmouth Road, Hyannis, Ma. with the following conditions: (1) The septic system must be installed in strict accordance to the submitted plan dated May 16, 1997. (2) The first floor cannot have more than 5,000 square feet of floor space. The basement shall not exceed 2,400 square feet. (3) The building must be connected to public water. (4) The building must be connected to town sewer when the Board determines it's availability. (5) This variance expires November 1, 1998. This variance is granted because your attorney, Kevin Kirane, stated the building will be connected to town sewer when the sewer line becomes available in approximately one year. Therefore, this septic system will be used on a temporary basis and shall not have a long term impact upon the quality of the groundwater in this area. Sincerely yours, Susan G. Ras .S. Chairman Board of Health Town of Barnstable SGR/bcs cabana t DUNNING, FORMAN, KIRRANE & TERRY, L.L.P. COUNSELORS AT LAW MICHAEL A.DUNNING* SHELLBACK PLACE 508-477-6500 K MN M KIRRANE 133 ROUTE 28 LOWER CAPE 508-255-7816 ELIZABETH A.MCNICHOLS BOX 560 FAX 508-477-5697 JEROME J.FORS! MASHPEE,MA 02649 EMAIL dfkt@capecod.net PAMELA E.TERRY PETER R.HICKEY *Also admitted Illinois Bar BRIAN F.GARNER "Also admitted New Jersey Bar CAROLYN M.GARRAHAN*" '"Also admitted District of Columbia Bar October 27, 1997 Mr. Tom McKean BARNSTABLE BOARD OF HEALTH P. O. Box 534 Hyannis, MA 02601 Re: Variance Application John F. Cabana 157 Falmouth Road(Route 28) Hyannis, Massachusetts Dear Mr. McKean: Following up on our conversation of October 22, 1997, this office represents Mr. John F. Cabana in connection with the prospective development of the aforementioned property. As you are aware,the applicant submitted plans to the Site Plan Review Committee which were approved subject to the decision of the Board of Health relative to utilizing a septic system pending tie-in to town sewer. It appears that in the process of the preparation and submission of the septic plan that our engineering consultant overlooked the fact that the septic plan contained the prior dimensions of the proposed structure, rather than the actual dimensions as conditionally approved by the Site Plan Review Committee. The actual size of the proposed building is 5,000 square feet to be utilized as retail and accessory office space(4800 retail, 200 office) and 2,450 square feet to be utilized as storage space on the basement level. We have had our engineer recalculate Vne daily flows based upon the revised square footage. The additional square footage will result in an increase in daily flows of 2 gallons per day. As is demonstrated by the plans which have been submitted, the system has been designed to accommodate flows substantially in excess of what is proposed. In addition, based upon previous experiences, given the fact that the structure is intended to be occupied by a single tenant, it is likely that the daily flows will not approach the prospective 255 gallons per day. I, Page 2 John F. Cabana October 27, 1997 My client hereby requests that the Board of Health consider a modification to its October 9, 1997 Decisica iim ling the size.ofthe building to be constructed to 5000 square feet. It is hoped that the Board will consider this a minor modification of its decision so as to be allowed without the need for additional public nearing. Again,in behalf of my client and his engineer, I apologize for the confusion created by the inaccurate sew to disposal system plan and appreciate the Board's consideration in this regard. Should the Board require a new filing and a new public hearing, it would be appreciated if we could be notified as soon as possible. In addition, should the Board feel that it is within its purview to make this minor modification of its decision, it would be helpful and perhaps avoid confusion if the Board were to reference the additional storage area, even though it does not come into play with regard to the daily flow calculations. Thant:you in anticipation of your cooperation.in this regard. Very, truly io rs, K ane KMK:amb cc: John Cabana \\bossl\boscl@d\work\dfkt7\winword\barns.brd of health mckean Itr..doc 1. 1-v 6 a cr.1 7 to E NO. DATE R / u►pNerAati F FEE;, ` ii n W o Town of Barnstabl s��c.eay Board of Health Toy�ClypAB(f 367 Main Street, Hyannis MA 02601 cl' omce: 509-790-6265 Brien R.ONO,R.S. FAX: 508.775-3344 Ralph A.Murphy,M.D. VARIAN ? RE(AJ ST FORM I ICI fiflcen(151 devs prior to the scheduled llonrd of Ilenfth meeting. All vnrimuc requcsls must he sufnnillcd NAME OF APPLICANT John F . Cabana TEL.NO. 508-771-7045 ADDRESS OF APPLICANT 20 Airport Rd . , Hyannis , MA 02601 NAME OF OWNER OF PROPERTY John F . Cabana SUBDIVISION NAME DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER MAP #311 Parcel #75 LOCATION OF REQUEST 157 Falmouth Rd . SIZE OF LOT• 57 ( 24 , 829) SQ.FT WETLANDS WITHIN 200 FT.YESS NO x VARIANCE FROM REGULATION(List Regulation) Regulation 330 REASON FOR VARIANCE(May attach if more space is needed) Connection to town sewer is not available at this time , but should be available in the not so distant f. future . PLAN - DOUR COPIES OI' PLAN MUST BE SUBMITTED CLEARLY OU'I LINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT'APPROVED Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. THE TOWN OF BARNSTABLE ypi T�� OFFICE OF 7AHISTA33L BOARD OF HEALTH MASK t639. 367 MAIN STREET �o MAY M HYANNIS,MASS.02601 October 9, 1997 John F. Cabana 20 Airport Road Hyannis, MA 02601 Dear Mr. Cabana: You are granted a variance from the Board of Health Interim Groundwater Protection Regulation limiting sewage flows to 330 gallons per acre in certain Zones of Contribution to public water supply wells. This variance will allow you to install an onsite sewage disposal system at 157 Falmouth Road, Hyannis, Ma. with the following conditions: (1) The septic system must be installed in strict accordance to the submitted plan dated May 16, 1997. (2) The first floor cannot have more than 5,000 square feet of floor space. The basement shall not exceed 2,400 square feet. (3) The building must be connected to public water. (4) The building must be connected to town sewer when the Board determines it's availability. (5) This variance expires November 1, 1998. This variance is granted because your attorney, Kevin Kirane, stated the building will be connected to town sewer when the sewer line becomes available in approximately one year. Therefore, this septic system will be used on a temporary basis and shall not have a long term impact upon the quality of the groundwater in this area. Sincerely yours, Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs cabana -'�'�'""..,.' ..:_ .`...:: APPLICATION FOR PERCOLATION��r• ANU_ UEj� N �� Q ! cute 28 � LOCATION 209 Falmouth Road - R �,E��! DA VILLAGE H annis, Massachusetts LLL_ ---• First Federal Savin s and Loan Association 775-4400 (Non-refUjIdabIr' APPLICANT TELEPHOPE NO. 209 Falmouth Road, Hyannis MA / 1 7 3-23 1 ) fit ;ADDRESS TEL ENO ! ENGINEER Ernest W. Branch I 11:0o A.M. a tog s gnature DATE SCHEDULED April 28, 1987 - Pp'1 . . I • �A � i. 11 � eo• � • � e I ASS�g�0l�'Sb dl LV' NUt S._. LOG 'Map. #310 Parcel 302 & 303 /q�7 TIME ��° 30 IMa #311 Parcel 07 DATE� �'�� Z�� SUB-DIVISION NME C; ,Qea ENGINEER' 7� EXPANSION AREA: ..YES , NO_____,,,_ —�---�T �Qr'�i--c/ �+� BOARD orIllnl,'I'II TOWN W11TER� PRIVATE WELL___- — EXCAVATOR i� dimensi.ons of lot, exact location of test holes and SKETCHI (Street name,etc. , roximit to test holes ) percolation tests, locate wetlands NOTES: Y I 127 I • �2- I llc:,oeb 1 1 1 F wd•+r oF.wP7 { F ' • • ' 1. FL . PERCOLATION RATE:, A z TEST HOLE NO: / ELEVATION: %6-7 TV ST HOLE NO: Z ELEVATION: 9 7 2 �o vbies 2 3 3 4 j ! 4 N���iv.• Sow-sc�/ t 5 5 . t' , .. 6 G' arse 6 ���.. • k 7 S'�.�c/y 8 y�•e/iv a ! 10 fr--ca cPl 10 `► , 11 0� s.'�f 11 ✓e/ 12 a .of do/� 12 11670, a 13 .�/o uio r4e� 13 1 14 ' 14 15 15 SUITABLE FOR TUB-SURFACE SEWAGE: LEACHING .FIELDS LEACHING PI Waboept LEACHING TRENCHES_, 711 Tam of BamslaCleUNSUITABLE FOR SUB-SURFACE SEWAGE• REASONS! �` ��� _. 1 NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED -ON PERC TESTA ICA`�TION .OR1g1hAL1 COMPLETED IN EN11RETY BY P. E. AN�RETURNED TO BOARD Of A rIPS-87 COPY1 RETAINED BY APPLICANT DATE 0 /•'JJ , CP LG 9,7 t THE T TOWN OF BARNSTABLE ` FEE �w _ OFFICE OF RECEIVED BY • SAINSTADLL WASL BOARD OF HEALTH �' s639• % 367 MAIN STREET . . HYANNIS, MASS. o2eoi VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NAME OF ,APPLICANT First Federal Savings & Loan Association TEL. NO. 775-4400 ADDRESS OF APPLICANT 209 Falmouth Road, Hyannis, Massachusetts NAME OF OWNER OF PROPERTY First Federal Savings & Loan Association SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER Map #310 Parcel 302 & 303, Map #311 Parcel 076 LOCATION OF REQUEST Route 28 - 209 Falmouth Road SIZE OF LOT 61,238 ± SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes No X VARIANCE FROM REGULATION(List Regulation) Connection requirement to existing sewer line if building is within 3,000' of the existing sewer line. (Although a sewer line exists at street in front of bank, it is a forced main which Sewer Department does not recommend connecting to) . REASON FOR VARIANCE(May attach letter if more space is needed) *owner is willing to in- crease size of existing septic tank and leaching area which presently exists on the site at the present time, in lieu of connecting to sewer which is within 3,000' of the building. *See Enclosed Plans. (OVER) PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL , Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE Pam W Ton of Be e �JIiN11ItT87 Water consumption by personnel at Bank involves daytime consumption only.** No increase in personnel will result from the addition. The sewer line lies approximately 1000 q6tRW feet from' the building, and it would be financially impractical to hook up with the sewer line., considering the-.smalla., amount of water consumed. The addition is being built because of existing and severe overcrowding. ----------------------------------------------------------------------------- ** Water consumption as billed is reported for the "winter months°' since,.ralthough total consumption jumps substantially during the "summer months," the increased consumption results from the operation of the lawn sprinkling equipment. The Association employs 19 persons. No new employees will be necessitated by the addition. Water consumption, winter months, 1985 (12/24/85-4/30/85) (10/28/85-12/24/85) Average gallons per day 19l Average gallons per day per employee 10 Water consumption, winter months, 1986 (10/24/85-4/30/86) (10/28/86-12/30/86) Average gallons per day 183 Average gallons per day per employee 9.63 Water consumption, winter months, 1987 (12/30/86-4/29/87) Average gallons per day 175 Average gallons per day per employee 9:2:. ! � July 8, 1987 Mr. Richard W; Walker Executive Vice President, First Federal Savings A Loan, Assoc. 209 Falmouth Road Hyannis,,Ma 0.2601 Dear: Mr.,Walker: ; You.are granted a Variance'from, the Board of Health Groundwater Protection- Regulation regarding all, commercial buildings to connect to public sewer•if they are within:3000 Feet of sewer lines. . the. variance wilt allow you to install an, on-'site sewage disposal system at the. First 'Federal.Savings and.io'an Association, 209 Falmouth Road, Hyannis. The following conditions must be.mets.' (1) The septic.tank,capacity must,be ,increased to 2000 gallons and an additional leaching gallery installed. .The- daily sewage,flows should•have been,calculated at,75 gallons per, 1000 Sq. Ft. 'of 'floor space. Revised engineering.plans should be;submitted showing the'chan es. • g.. '(2) You cannot have,more .than thirty'(30)' employees until you connect' .to' town'sewer. (3) After- approval of tl�e, revised plans the designing,englrieers mast supervise construction,of .the on-site sewage disposal- system, and must certify in writing that his design has been complied with ,prior to issuance of. a :Certificate 'of Compliance. This variance ,is, granted :because' the facility is not in a done of� Contribution to a public supply well. ' No increase in personnel will result.from .the addition 'according to the applicant;. and water meter• readings submitted. -indicate, a usage_.rate of -ten (10) gallons per 'person' -pet day. 'The ,water meter, readings submitted however; were: average readings taken. ,in'. the; .winter which -ma Y not.be an accurate figure for Year around use. The Department,of Public Works indicates that the..area will be. sewered in ..six to eight years. , V tr yours, obert,L. Childs hairman BOARD.OF HEALTH, TOWN. OF'BARNSTABLE. JMK/bs Copy to; Atty Philip Boudreau, Jr. j' C'L July 22, 1987: c�>�� Vv Ned,. Town of Barnstable Board of Health 367 Main Street QHyannis, Massachusetts 02601 Attention: Mr. Robert L. Childs, Chairman Mr. Childs: Enclosed please find four copies of the revised engineering KENNETH F PARRY plan for the on-site sewage disposal system for the First &ASSOCIATES Federal Savings & Loan Association located at 209 Falmouth INC ARCHITECTS Road in Hyannis. 195 WASHINGTO 5 Would you kindly review the changes and contact our office if STREET the plan meets your final approval. WEYMOUTH MASS If you have any questions, please do not hesitate to call. 02188 Thank you. PHONE 337-8480 Very truly yours, 401' � 40. Kevin D. Parry KDP:ph cc: Kenneth F. Parry Philip Boudreau, Sr. p(k anncd� a6Saofiud 02601 COMMISSIONERS: (617) 775-1120 Ezt, 123 KEVIN O'NEIL. CHAIRMAN ROBERT L. O'BRIEN JOHN J. ROSARIO. VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. McCARTIN F. SHELDON BUCKINGHAM June 11 , 1987 Mr. John Kelly, Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Mr. Kelly: I have been requested to analyze the possible sewer connection of First Federal Savings and Loan Office on Route 28 in Hyannis. There is no ;giavi,tysewer in the immediate vicinity, the closest being approximately 1000 feet distance, is on Hinckley Road. This would require a pump and- force -main due to the elevations in- countered. A second option would be to connect to a force maim . ,.on the nort_h. side of Route 28. This would have to be fully engineered to determine if th.i's connection is feasible, as existing flows. are undetermined® A crossing of Route 28 would also be necessary. Th.is area is in the :Master Plan to be sewered early fn Phase III or i"n approximately six to eight years-. B"ecause the sewage flow is quite small , and will increase insignificantly due to the planned expansion, it is not economically feasible to connect to the sewer system at this time. Vey�truyr-sll WALTER R. BSON Project neer WRJ:sdm LOCATION`: 5EW&(CE PERMIT UO. VILLAGE 11v _7,ALLER5 UWE ADDRES5 BUILDER 5 Q &MF- ADDRESS Dt-\TE PER"VT 155UED D A.TE COMPLI W,4CE ISSUED ; ���� 77 ---•-- ... --1: ..�...... Fss. �-- THE COMMONWEALTH OF MASSACHUSETTS ROAD® OF HEALTH ` ...--------oF...... Appliration -for Diq vital Evrks Tonstrurtion Prrulit Application is hereby made for a Permit to Construct ( ) or Repair ( )'an Individual Sewage Disposal System at: P-0 .--------------_--------- ............ y cy _ 5.....---------•-------------------•----------•------ ocation-Address r Lot No O er Address 'W1 ---- ----"-•--•-•...................•--••.... ---•--•----•---------------•••---••••........---------------•--•--..........................•..... Installer Address UType of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms_ --- --------------------Expansion ttic ( ) Garbage Grinder ( ) aOther—Type of Building ___________________________ No. of persons--------- --------------- Showers ( ) — Cafeteria ( ) dOther fixtures ---------------------------------------------------------------------------------------------------------------vv WDesign Flow______________________T o-------_......gallons per person per day. Total daily flow---------------_ ---e)------------------ allons. WSeptic Tank Liquid capacity------------gallons Length---------------- Width-------.-------- Diameter_._._-_--.-____ Depth...------- Disposal Trench—N _______________ Width__.__�_ *et t t I-_-_-__._....___---. Total leaching area--------------------sq. ft. q Seepage Pit No......... Diameter,/ .__..__._ let_ ___ ________ _/Tptal eaching area._.--.-___-.____-sq. it. z Other Distribution box ( ) Dosin tank ) (d/�d�'9'Y `-' Percolation Test Results Performed b �.,_1._._ Date..._ /_.__ �y.& 0 � 46 a Test Pit No. 1----------------minutes per inch Depth of "Pest Pit-------------------- Depth to ground water..-.__._-_._.___-.._---- f��/ Test Pit No. 2----------------minutes per inpli Depth of Test Pi ------------------- Depth,to ground water__.._.__._____.__--.---. W --------"/4V-----..----f. -----------_----------- ... .. .................. ......A- O Description of Soil- ..._ �..-_...3_ ---------- . u '- --- -- ------ -- --- --- -- --- ---------------- ---- -oft - ---l a-- --- ...... - -- -- ------=, ------------------_ -----------------------------------------------------:-------------------_----------------- ---------------`--------------- -------------- ----------- U Nature of Repairs or Alterations—Answer when applicable..............................-_..._-.____--_--_-_--____.-__-.-_._.-_.--__-- ----------.-------- ------------------------------------------------------ ---- ---------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewa e Disposal System in accordance with the provisions of Article NI of the State Sanitary Code undersigne frier agrees not to place the system in operation until a Certificate of Compliance has been is e y the board o jigd------ . .. 1 } .. . _ --•--- I/� Y-- Date Application Approved BY •-- --- = i Dace .. Application Disapproved for the following reasons:................................................................................................-------•------- ..............•-------...........--•....-•----......---------------_.....---------•-.....--------•---------------------------------------------------------•----------------•----------•--------•------ Date PermitNo.......................................................... Issued----- Date Y Fizic THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .00 kd..U) 71-----------OF...... Appliration -fair Ii,4puti al Warkii Tou.6trurtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ocatio A d ess r Lot 1' 1, ! /q N,o qA t ► ----/_._� --`'-� ----- - -- --. '"'•----� .1�! 4,�" llY---------•5 y-._A.---------------'---.......-•--•---- Address W ' p Installer Address d Type of Building Size Lot:-- ---Sq. feet U Dwelling—No. of Bedrooms---- __ __ --------------Expansion ttic ( ) Garbage Grinder ( ) Other—Type of Building ................---_-_-____ No. of persons..._..._._.._._......._ Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------------------------------------------------- W Design Flow_ __________________b3 ........_.....gallons per person per day. Total daily flow------------ -__ ........._..__.._gallons. WSeptic Tank Liquid capacity............gallons. ..Length................ Width----------------- Diameter................ Depth____.-_--_----. x Disposal Trench—N _______•---___ Total leaching area--------------------sq. it. 3 "Seepage Pit No......... ....... Diameter�d/� ._..._._ e th t let /T�taI eaching area.-__-.--_-.-__-.'sq. it z Other Distribution box ( ) - Dosin to k ) , .(/:/%�� " j ` Percolation Test Results Performed by.. s- �--- Date.._JG► _ Test Pit No. 1................minutes per inch Depth of "Pest Pit.................... Depth to ground water.--._--_.--..---.-__-. 44 Test Pit No. 2----------------minutes per i C Depth of Test Pi ................... Depth to ground water--._-..----__--.__---._. Q+' ----------f ----- ,: ----- 0 ••- Description of Soil '"*" !n _ ___._ ...._ ... -� - Wx ---------------------�--- -- - ---- '°'�' K= '""` - - ---------------------------------------------------Q'` -------------------------------------------------- U Nature of Repairs oil Alterations—Answer when applicable-------------------------------------------------------------------------------------------------- --------------------------=--•-•-•--•.................•---==--...------••-----------------•-•----•-----•-----..=---------------...-•-------•----------------------------•-----..: ------------------ Agreement The undersigned agrees to install the aforedescribed Individual Sewa 'e disposal System in accordance with the provisions of Article XI of the.State Sanitary Code undersigne f r ier agrees not to place the system_in operation until a Certificate of Compliance has been is ue y the board J T Sig d �" ' Date A0Approved. f I lication A roved.BY PP PP Date 't '- ;�+' Application Disapproved for the folloing reasons_________________________ ______ ........;....................._..__..__............ w .......--..__ -------------------------------------------------------------------•--------•--•---•----•---•--•-- Date � ...Permit No........................... Issued----- .1 ......... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH OF........ .. s k:,rz r. y . rx#tf it r of fP�omp tFaurr , THI -TO ERT Wtj. e Individual Sewage Disposal System constructed ( �®rRepaired ( ) = •--- - ------ ----- by. _ #� t Installer T�� - -•-----• -••--•--------• ` �� ��� ///�jj11 ,,,,,y at.. _.. r.... V�" ._.4... ._vrr-�e'�M�' F'� A........ k►.f.................. has been installed in accordance with th p ions of Article XI of The State Sanitary od s d scribed in the application for Disposal Works Construction Permit No-------- ._ .:............... dated'-_ :/_ ._._ .... ..............; THE ISSUANCE OF'THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A G ARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....../ ..._.1.----- /................................... Inspector-------== ----------- ............................................... �1 ;., THE COMMONWEALTH OF MASSACHUSETTS ;ts BOARD OF HEALTH No....2..-/ " FED a Di volia d�� n . r tvu Prrm"I Permission ide hereby granted_:___:, ' to Constru ) or Re ( ) Tandiviolpal Sewage"Di sal System '•�, �t' Street as shown on the application for Disposal Works Construction. it No Dated.` -- ---- ..... .. ......... /�a.• Board of Health DATE I' •------------------ ........................................... 'FORM 1255 HOBBS & WARREN.,INC, PUBLISHERS f r' 4 �yy, itr t J � ' • ' - } �. - x ^' Fad f F s lti.",+�i ry"*. �� t t, ,' 4,� �....� v 1 F }�ypJ'X "• ..4•� Rom` + Y - erL.Y.. .R s fi ' f .7 y�.�,{�an i' . 4 � d {Tii7 -•.. t `C T - f i r� r k HVM1A' I' �y I •.s _ d y. 4 y ,, -, - d 4 4 /�lJ , (yi tx,L"r, 1 S {'' .141 '� i } ;yT,"" 3:. .t z ;p - t J�" O L'�/'.f. 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I IV .._• _ :L� Nelson Bearse, S�trve' ors Richard Lela.. 3 " , 14 -t- 1 '7 March 9, 1965 i Op( ' go- 3 W. zt _" o . 17 �,59f o Z TQ �o J • n� o �` w Q � N 98 O p I g 1 2 0 o /8.: N t7 h OLD OA9 c to o 15. ti �/37. 35 3 W /6�73� '� ppS 9z'Ot'�o'EO .�SB9• i O /9. o — — :— (1 O p to — /4. %39.43 — - �► O -71cy0 .__ ,sgr•s8'en'f Q-__---�41 56ACNUffT7J _ '_ •JE - - O �OTNi SOdTNER COANPAN✓ - ,•��0�' - '= sd9 O � O TELEPHONE , o /6 5.99 ti O 20. EAs E'NaNT o.,o-,�► t �, co 13. 1 n /415o W #OW 1ENG[ACO.EAR MENT /�; N S7d•So'oo'E \ ; TCCf6RAPN •- /so.02� % O O , o O S76'�9'40'f a OQ 2� 0OD v O A2. o j43.59 . O O it's 75 s,Art c-6. �• G u rr e-z> c 8 /59. 70 - (n _ p , O 3 S 76 49OoE ' O 0 45.68 R,6 91- z a a � Qe � /o� /58.60 1 O O Q S76'49'40'E Q 'o� Q 2✓. p �, 76 U � 0 � c � S7_sS4'30"E � •� U Q /57. 4Y9 0 0 DO O J 76 49'40E !' O 24 r O to O O o -�i49 85 S 7S SS'Sd I p EO s 76•a9 ao f Q j pp• 94 76'a9:lp ryQ t 0 4. �o ti ry 9 lbn co '� ss•s.36 o� �o titi c� oo•�.'; ib�oo � o� Sub:'.ivision of Lots & 7 D �•4/- Shovm on Plans 21173 & 21173 Filed frith Certs. of Title No. . . . . . 10711 Registry District of Barnstable County Separate certifcates of title may be issued for land shown hereon as_L v T.s___8_fhr_u_26_,e.2-r_[________ Copy of part ofo/an By the Court. r7W in LAND REOISTRAVON OFF/C£ AtArCAr t9, 1565 Sta/e of this plan iso feet to an inch j xt tell�r,/ass Recorder. t/ C.M.Anderson, Engineer I6r Court A` �k 10 C% 4, O ce `O i M� d °J p• �e 1 0 a���� o•�� o° o ~ ` •�; V 'Ov gbh 9, AAA, %4 r c x IN ,. 1; •• \R •\ // ./� r 1 IL a c V dr /i\/6/ ��N C i O 04 O ad 0 / �G/ tom. z a IL 43 O qq O SAO q 0 \�d�l� 0 oa r.a w4 .� tie 7 1 i\0�\ R .Wi o k Rom. w '#o a \4 \ �` mk to, b to s Q a .+ ��'' eW'N 4t'- c \ \\ \ .0 a.0 a4 tic t � b d \ OAS \ N do x 14 ID i10.00, 01.25� a H d� 1 0 t1 N g 3 0 0 r11o.o N ' A -e d s0 °BEAR=3ES Separale eertifKates of title may be issued for land shown hereon •'l,QtiJ,Z.-3,20,3t,. fW---------- Caw of ltofplan By the Court. —p A — LAND RE61STRAT/ON OrRCE Suk of this plan 1 a fret to on rods C.M.Ands: o,&Vbw fw COW1 I(L J)gp w41 / —�x�eT-r�G ��►L i No.80 . 7 XlSTll t7 PUfL-1 lItiK ' ` MIT ' 7 1 � coj Qul 4 q Pv, G �a0p05F r 6,000 6A1, INIVE ` J r- �,� ;~ �� 1 � ,( • ��JtC✓{ A5t Y 0, x 6 -.b+' k __. i k-20 LoAOlS416 p Xx Or? 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'.AFJC - (Uf�-I.IWt O';tC`�JE V(�l.ilf6fE+�1 u) *Wf WE(U�+ OF ;ONC.IT`E` � P( ✓OWN Wom Mice,V `OL - t VOLUK OF 50L LIMIT'AV6PT OF 17CAN, IV/ / 23 Ad,0 Lt-3S. 5Ir' p' Q I L nG5 W, tV�6 A1�+'1.IN I ✓ / \i V > c Cf ;"If'FGOM Vdr�V C 1 Kt� i -t VG" hrj 'jC a A^ # h. +� f+AA lank OT WA'V Ap p pOVA, ASI I <I7'• •;� A va ` tP TA LS L!"i1CAf OF t l A 4.lr(e 4- (LA•�/ r `+ 88.rV-C CJ(; l y F� „ -'"'✓ "�t: -� � frd1K 5}iAt-L f�LG'VE�I/I3V itr "EASt(8"OF SO9 Y`�'f}i A:.Nrltt N�IC�"f OC At l E�"�31 P.C:f. s 4 rtf fiG�ff fW4K ,*&L M\t Ai LEA`,'f C,U 24-!NC 1,10&ItP CA;A kON F "(,OiTV Ar�"f 9+,r,,:+��' ' Al+5f�u.IfV 50 A5 fO Et.iMItNA.�E fKKj '/Yv 7 `i kl Wm4-- A � 5 f*PRr,-)PG}'tG 5tftk 1 5�ftt"'E:G tC Cx .N r!Alr Ate i,1M�At{ONAi.VY;AIVGWK'!`OE 2004 � A Ft1WW SCkfRtr i5 rO tt 4NAW)fO KCOW"Afr, ff *CF, YIN r I' 5-,,AL L !� T� -0NTAC-fc?'5 Vr 5PON'WiL;y ,0 ti� LIEP�a e, � j u �✓ ,k 4 . -Alc NtASSACI-IU���i"T� -,RTMENT OF Diu►-r � t��As l�'o+�r�!~�G ICY r#�� a���.T#�!G#:� rG t#�+� ��'�r� � �v�' � � ' � i�; 151 Ail. 'Lt LXiS%6 VI �y5t M f0 X M Is,FUM ANO NO'f Y �'L Lr {1Y COhPPo.kS W;N((: E5 P t10V ENVIRONMENTAL PROTECTION �op LC�t r�10 , Op AI,, Jae- ,r ��"�� far ,-F^ ,.?, � �8��'(�CJf?Ac;iUPt Oti u 0l t If ILi l cmilyk .X mj5 NOT', 5 MA K iIJG, 12 ro,-Pc, ni� t0 CON5TKX-void. - Y � lop Co .s C 3 2 !" Ccanc. /?BSc rS S! STEM FIL .. NOT TO SCALE FINISH GRADE OVER FINISH uFADE " FINISH GRADE `� FINISH GRADE OVER OVER TRENCHES ,o.:Peo .y DIST. BOX 7s, .,• SEPTIC TANK - '? °•'a:v0 � 77.�R1'�r v .. .: t, ti"RD�1%}.'�--- ; RP'T1T pO . C.o•�Q. off. ..,%. .45. ..w..t;_ oP.D,gpyf•a. r':.b.-,a;" jO TOTAL• LENGTH OF TRENCH OUTLET PIPE LEVEL FOR 2 FT. MIN. r .O. .p :'0 ® V �' . •w o' � 'i, '•4:.:.• "o' ':d• .•b` .o e• bbr O4o� .Ps.o.J:•0. of eD,• :� 6" � �.D•i.�'!�'•�� ;'Ao '•v� '� a.' op QO • •' �^ oo i" C. I. OR PVC TEES :p' 17/�90 $ ' o ol b:,a..�. .• �,ass 4. % BSMT FL . o.'o °� 1500 GALLON ti D.IS TRIP. U TIO :' SOX �' y, a. o• EL . �, o o.Q ti INSTALL ON LEVEL BASE "5%Q GALLON DR YWE L L S " PRECAST CONCRE TE 70. H-1 O REINFORCED v b� IX- o• �.- /mQ �.Cj o a c 4•ena:ab.d•,:e�'•v',�G:•'noo:.o.�•_'p'G•:o'�►'a"'•Cpp':;pa•�q,a4 a°.4"%�•: �, r _—--- -- TRENCH SECTION Z--:— TIC TANK _INS TA L L ON L E VEL BA SE . ��/ �' NO TEE• EXCA VA TE TO EL EV ^'/�+ OR �`� _- � -"- LOWER TO REMOVE ALL IMPERVIOUS ��r� P `/�• / MA TERIAL BENEA TH THE LEACHING" AREA a' DIAM. "+ REPLACE EXCA VA TED MA TERIAL WI TH OF ?/B"-?/2" y�. / - q 7G 7D ;-'- ALL02.••0.o a1. . .v an'p' b'ir.i7'4,A - ' 1 CL EAN. CLA Y FREE SAND .o, v p • ' � WASHED PEASTONE O El , i 314 ?—112 WA lCRUSHED STONEGENERAL NOTES TRENCH WIDTH ALL EL EVA TIONS SHOWN ARE BASED ON A SSUMED NUMBER OF TRENCHES 1 PIPES IN THE S YS TEM MUST BE CAST IRON NJA4'BER OF DR Yl►�EL L S 2 OR SCHEDULE 4' PVC. ' s i OBSER VA T T ON P� J v .rHE BOARD OF L TH MUST BE NOTIFIED i - \ HEN CONSTRUCTION IS COMPLETE PRIOR P—B936 is» PERCOL A TION RA ,r :• 7 \ TO BA CKFIL L ItYG �- � ;°n/✓r^, y A/ � �'�i. � wo Ci I-Iveys!r i v \�, <2 MIN./IN. _ 4. ANY CHANGES IN THIS PLAN MUST BE APPRO✓ED -- ---__ -.-- __ _-- o B Y 7HE BOARD OF HEAL TH AND CAPE 6 ISLANDS WITNESSED B Y. �,� � .+ ` ` � � \ _ .� � � SURVEYING CO., INC. GERRY DUNNING DESIGN DA TA / so �� — 5. MATERIALS AND INSTALLATION SHALL BE IN J �,\\ 0 \ COMPLIANCE WITH THE STATE SANITARY B,�PNS BRO. OF HEAL TH ,'Q CODE - TITLE V - AND LOCAL APPLICABLE DA TE.• MAY 13,`1397 ill I �l f ��s� i� RULES AND REGULA TIONS �' �' '' / o OFFICE 200 SF. � 75 GAL ./1000 SF, .� 15 GPD �� ' 6. NORTH ARROW IS FROM RECORD PLANS AND o h !V C ss i A L IS NOT TO BE USED FOR SOLAR PURPOSES �F 50 v zya D } pro � •n / \, \ RETAIL h'800 . ^ AL ./�000 SF. GPD z 7. FLOOD HAZARD ZONE C (NON-HAZARD) C GARBAGE DISPOSAL _ NO B. WA TER SUPPL Y TOWN ,WA TER j DA IL Y FL ON 2 s5 SAL . M t c l SEPTIC TANK REO D. 1500 _ GAL . Ilk v� I SEPTIC TANK PRO'/.fDEO 1500 _ GAL . LEACHING REOU1•REJ GPD. 1 / J a - c•1 ?5DEWALL 74 152 S. F. LEGEND j S. F.x G/S.F. a 112 GPD. BOTTOM ARL7A - 329 S.F. 329 S.F.XO, 7 G/S.F. _ 243 GPD 4-- PROPOvED EL�'VA TION LEACHING PROVIDED GPD { 355 l — .kIS T:NG CONTOUR PPOPOSED `a;�= TA IL DING � �U� � OBSERVA TION PIT � rl` o C! DISTRIBUTION BOX „►;!.� .� r� PROPOSED SERA GE DISPOS�4 ! S YS TEM � � � s- / � ! � :•<_:; �;�:i7.,;',�:o ; .:. .; PREPARED FOR 29394 — -- 0 o SEPTIC TANK s rs�t `/•;";,`�`' FG JOHN CABANA I� �r�_ t-=l 2) -- C 1 ti i—.�.—i RESERVE AREA iN ' r------� BUILDING 10-7 FALMOUTH PD . (RTE. 28) ,\� ajQ;.r"\\ H YA NNIS MA SS. 6 - �� �o' aF�' DAVIi� -- / -o s 93 PIPE .i NVERT EL EVA TION � SgNIGLES KI „/ DA TE.' �: .3, , , _> . ENGINEERING -v� B4 (� aaos� C. PLC ILL, /Z_) / PLOT PLAN /STUR° � SCALE AS NO TED 133 FALAIOUT;� l ROAD — SUITE 2E SCALE., ? "- 7 0' 3 // -" / is7 DNA Noel' "'" _ MAP SEC Pv L LOT HSE ' -.9 .,.. ^ PLAN NO.,- it 9'y MA.S��rJ.�E, MA SS. s•.� e FAL1►9OUTH ROAD (Ro�' - -� 1161 ZONING 77 py, .0 ---- _ - " JJJJ HB HI GHWA Y BUSINESS DI S TPI C T 5 � f I o MINIMUM LOT SIZE 40, 000 SF.` Z y t �"`` ate,'' �� a MINIMUM FRONTAGE 20 FT. sa _r MINIMUM LOT WIDTH 160 FT. MINIMUM FRONT YARD 60 FT. IMPERVIOUS LOT AREA 50 / ( 100 FT. ALONG ROUTES 28 G 132) ' MINIMUM REAR YARD 20 FT. MAXIMUM BUILDING COVERAGE - 30 X MAXIMUM BUILDING HEIGHT a 30 FT. PA PKING (PE TA IL USE) 1 SPACE' PEE! 200 SF. OF GROSS FLOOR AREA PL US 1 SPACE PER SEPARA TE ENTERPRISE PL US 1 SPA CE PER 700 SF. OF STORAGE AREA CAPE COD 5 BANK ci 2" TREE FOR EVERY EIGHT SPACES REQUIRED ASSESSOR'S MAP 311 LOT 076 / s11,14 7< 0.54 ACRES l / _ AlINIMUM FRONT YAr�D — 60 FT. U r" INs 14LIM 2 HANDICAPPED SPACES I / ...T, L WFOL TER R�7: .1L 5000 S'F. N 200 .'SF.I PA..:I SPACES 4� STG>?ACE 2?-30 Sf=. Ld 700 SF./S,�ACE - 4 SPACES rfE.�F TH N KETTLE ASSESSOR'S MAP 311 TOTAL 29 SPACES LOT o74 PALlK.:NG POVIDED LIJ SPACES 537 ACRES BU1'GprN 1 u r r r t r � X r I r p / itk }� � .p- • 9 a Itk r (� - \''- EP — ASSESSOR'S MAP 311 \ l S v �� LOT 075 \/ !v� 'OyEOFea� Z9yT ,o I .S 0.57 ACRES J'� `�... .a F"' .._�.. ,, 4 . , `�(THq pjTAB(F _ "" 7 FALMOUTH ROAD (ROUTE 28 \ 105.93 7 y _ S 83.01 '27',,, _ _. _ — _ l J''--, ti'"*q R rA IL ICE IEL OPIBENT 7 - .�, , .tt . , ' ,E�� l ti,- s ,,,9 « } L OCA TED IN r) HYANNIS — MASS. PREPARED FOP ASSESSOR'S MAP 310 LOT 303 JCHN CABANA 0.43 ACRES p \ SCALE: 1 "= 20 FT. ! PLAN NO. 051597 DA TE. AfA Y 16, 997 FILE NO. 346BA DRA PJN 3 Y.' DCS D-51 157C 20 Y 5 10 5 0 20 60 CAPE G ISLANDS ENGINEERING SCALE IN FEET -9 I u 133 FALMOUTH RD. SUITE 2E (� NA SHPEE -- MA SS. 3 SYSTEM PPOFIL E �i / r, e ;e c� v rrs NOT TO SCALE FINISH GRADE OVER FINISH GRADE FINISH GRADE �l `� FINISH GRADE OVER DIS T. BOX 7_ OVER TRENCHES SEPTIC TANK.a I.pI& 0::.o' •. VMS C v.4 I #,,., � 4 D�;C. ,i-,.,.• - .I-P.Y,op.f.d . r s.Ty_ " a 4o a o'. TOTAL LENGTH OF TRENCH 5' .e 3„ OUTLET PIPE LEVEL ° FOR 2 FT. MIN. :�A;O:1•D' .4' �� :i • 44 ''0 'ev 'O'O ~�o •� •A: °o°66Q0 74 ,97 ,, �`O:ID,a O'• ':b'::l:O.': ••P •. .. .. C .. �3 C. I. OR PVC TEES r 1500 GALLON o DISTRI UTION BOX BSMT FL . EL . �. :�a a••. o,v o �� INSTALL ON LEVEL BASE "500 GALLON DRYWELL S " PRECA S T CONCRETE ob H- J 0 REINFORCED z ' 20 �Lj c/ 4b=o.d,:bo.0'a'G'nab::Ob .V'G4y:p Dppiob� �42 0 71P —SEPTIC TANK !' TRENCH SEC T.T ON --- INSTALL ON LEVEL BASE,.... .. 7� "f ---- NOTE- EXCA VA TE TO ELEV. OR Ei _ - --- _- -- LOWER TO REMOVE ALL IMPERVIOUS MA TERIAL BENEA TH THE LEACHING AREA " 12" MIN. 4 DIAM. PEPLACE EXCAVATED MATERIAL WITH ��,• - o. ti 3" OF 1/8"-1/2" 7� �o� l ^LEAN, CLA Y FREE SAND a•o e _..o U.�p VA SHED PEA STONE J 314" 1-a/2 to rIA SHED CRUSHED STONE �o . TRENCH ID TH �ENE�,. �.. F . «T�.. ; A' L E r EVA Ti ON5 aJ;'tJr%i'i � � �,-; Ot e 4 SSUM D � � �- - =- � NUMBER O. TRENCHES 1 , ALL PIPES IN THE .'.i YS T.=,14 ,MUST BE CAST (fq N NUMBER OF DR YWEL L S 2 r OR SCf IEDULt" 40 /I�i I 3. THE BOARD OF Hel L'_ Th' MUST BE NO TIFI ED t✓kN Ct�N:9 TFwi)CTIt7h! �,'•�P�L:: ;._ i-r>� 'urr .: TO BACKFILL. Nu F'ERCOLA TION 's TE: 0o��.. �-.�,1 -s% ,, r. ��, 1, - �> r <2 MIN. 4. ANY UHANCE,� IN CIS PAN A�. r1U5 T t3c ,�P, ,�C ✓E"D -- - - - -- - - ---- ---- - _ _L L)EAL TH AND CAPE a ISLtiNOS WITNESSED BY• DESIGN DA TA S/ THE BOARD OF ^� o I SURVEYING CO., C. GERRY DUNNT NG 5. MA TERIALS AND I.AlsTALLA TION SHALL aE IN \ COMPLIANCE NI TH THE STA TE ,'RANI Ti4RY E,4 PNS BPD. OF HEAL TH CODE - TITLE V - AND LOCAL APPLICABLE DA TE.' MAY 1 J`1 997 • OFFICE 200 SF. @ 75 GAL ./1000 SF, " 15 GPD RULES AND REGUL�� TIONS 6. NORTH ARROW IS FROM RECORD PLANS AND o L � C e s� -^� f � - - � " RETAIL 4750 SF. Ca 50 GAL./1000 SF. 23B GPD r ry IS NOT TO BE USED FOR SOLAR PURPOSES I ___._.__�_-----. .__ ___' 7. FLOOD HAZARD ZONE C (NON-HAZARD) GA RBA GE DISPOSAL NO 8. i✓A TER SUPPLY TOWN WA TER DAILY FL OW 253 GAL . L'sSEP TIC TANK PEG 'D. 1500 GAL . �� y` '� sue` z�� �_- +1�✓ SEPTIC TANK PROVIDED 1500 GAL . h , F � LEACHING REQUIRED 253 GPD. ii�ff( -h} ✓ r� �ti SIDENALL AREA - 152 S.F. nV \r 152 S.F.X 0. 74 G/S.F. = 112 GPD. LEGEND BOTTOM AREA - 329 S.F. 329 0. 74__ N / S.F.X G/S.F. - 243 GPD �° C" z a - 2 ; �` !� i - PROPOSED EL EVA TION LEACHING PROVIDED 355 GPD sue' ; I , lV` -- " -- �'T CON R/ OBSE VA T o TOUR PROPOSED RE TA IL BUIL DING OBSERVA TION PIT r ! l o 0 DISTRIBUTION BOX L\OO ao - r ✓ - PROPOSE SEWAGE DISPOSAL SYSTEM PREPA RED FOR to / - . 0 0 SEPTIC TANK r JOHN CABANA N BUIL DING 157 FA L MOU TH RD. (R TE. 28) W7 .�i6,,• • \ r✓r ' !—._! RESERVE AREA \, 1N of \ HYA NNIS — MA SS. DAVIO c7 PIPE INVERT EL EVA TION SICK 0� `' � DA T.E.' /���• - - . -f%' wae� - , CAPE &' ISLANDS ENGINEERING 3yG B� 7 f�h PLOT PLAN / �F GIsrE SCALE AS NOTED 133 FAL MOUTH ROAD - SUITE 2E SCALE.• 1 isE ' t MASHPEE, MASS. s� MA.r SE;: JCL ► L o r HS � PL A N NO. r I I G I I /r./G� � s OC' Id `1 rs•,.-v �"X.s�..-,9 � -per,...•, , ,�;-� ooa � i(J ---�r-`— r1 I I e .� F3,t c o.,G �,t✓�"E'`•s"� ` O D/Y �—SC U G —a0�//� � 4 11 r✓casf.Cv' I VI , � O R E/ �7�'.� GG G•_�� � `llJ t ll � 76 .O.7 •� -a- 1 v ' i .� � n b I _C dew J.-s h � L7�i ✓G' 1 O�- � ----- ,�, // .'`ter-off��-�ci F-��.�'c,'. /�o� = •e6, es �4 O s �' G.-�s.s oe wo ,, Grc�v G�/ `-cr. :._� � �.G� � �'F�' �" <7/-"_�i�^�q /�l'r''i ✓+'G�G'cU :�^�S C7LE-�j - 7 /�•/�/so.-� F_��a.-s� - ��c-i�A.-c� L o.-✓ - Sc..i r-✓G y o s ac /SOcJ c'==� .¢ - �c�r�. . !>i-5�i iC� f-/i��wc�y �r✓s�i���S �or���. ��G �c b�� .•ICJ, /�7� . -- �•��_ .-v"�,sue-. � �• � � � ,�� � c � S SS_5 7-�_S/f�c•/�" '�`/ T�- _/ �/O/E` �.1 !' s..-.s- - --. 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