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0276 FALMOUTH ROAD/RTE 28 - Health
276- Falmouth Road Hyannis A�293 - 031 w � e v o 6 v v 0 9 U /t I r No. 2-0 69 � �, � ,� Fee ;1—VY THE COMMONWEALTH OF MASSACHUSET.TS Entered in computer: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS ftPutatiou for Bisposal 0 struction permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon Complete System ❑Individual Components Location Address or Lot No.a°q�o O�0 4N U� ame,Address,and Tel.No. rj 9 /JO2 Tff S' Assessor's Map/Parcel 0 StU Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms ?J/4--Lot Size sq:ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided /V gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Ans r whe applicable) — �1t C7 Date last inspected: 01 SC_ (—Cl 1 0� m ' Agreement: . I 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 and not to place the system in operation until a Certificate of Compliance has been issued by t_ of Heal Signed —� Date Application Approved by Date 0--C-d Application Disapproved by µ Date for the following reasons ` Permit No. � / _ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (tertificate of Compliance THIS IS TO CERTIFY,that the 0n-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) r Abandoned ' by '1 ►,`Q at 6 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2go—L(( dated s 61 Installer Designer #bedrooms ` �' Approved design flow �/= gpd The issuance of this permit shall not be construed as a guarantee that the system w VIM as des' ed. Date !�Zl;6/c► Inspector 1J. _._ .... ..a ,,.�. _-_.-�+»w^w+abw�.+,� ,a5ww4� __+^.. .w.,w,r-`.www^'�---.d,+.w...«--.,w..wm.'•^---_ ^--""--.... .. Yy+►i4:S-- •cr'w4::+i��+✓r,.r`,e.+-•.r ,;.-,;... �Z �( r' No. o�-ad IG� — I�� ,. +c. o,' Fee c THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS , `yY ofication for ]D sposal at "-Co ' struction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon) Complete System [IIndividual Components Location Address or Lot No.07 9 e" let-C;�?f I4`U��Wner's'Name,Address,and Tel.No. 'J6iZ T'O j Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow.(min.required) gpd Design flow provided- Al gpd Plan Date Number of sheets Revision Date Title f Size of Septic Tank Type of S.A.S. Description of Soil I r Nature of Repairs or/Alterations(Ans ear when-applicable) / �,� - l�� -��� 7,7, �_,;i/ Date last inspected: ��!e c,� , p( /V U 1 G J��^ ' AgreemenWt: . t � t 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 Certificate of Compliance has been issued by of Heal Signed Date Application Approved by _ Date /)L--r-C9 Application Disapproved by Date for the following reasons t,f Permit No. ! r o Date Issued d r.__�-___ -- THE COMMONWEALTH OF MASSACHUSETTS i I Il .S + ?- r BARNSTABLE,MASSACHUSETTS -� Certificate of CatnPliante ' �THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded f Abandoned by at 6 has been een constructed in accordance i � f with the provisions of Title 5 and the for Disposal System Construction Permit No. _L1 dated t X Installer Designer #bedrooms ` "" Approved design flow _ -- gpd' The issuance of this permit shall not be construed as a guarantee that the system will-functl as designed. �l . � I� 'Date ��I�v U�) Inspector f!1 , j _� .....�:_--No. -a��.—.�t�L,�.._�.-_.__�_.___--------------------------------. --"---"----•------------ _�_-Fee V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Zispos�al 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon System located at • �- A r • / and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mpst be completed within three years of the date of this permit Date .�} Approved by , TOWN OF BARNSTABLE LOCATION z G, •sfzr`ih w 1 SEWAGE # 2000 —,51$ VILLAGE_ `' "j/�;'Garz l:i3 ASSESSOR'S MAP&LOT Zq INSTALLER'S NAME&PHONE NO. �/' SEPTIC TANK CAPACITY - Gi tleL7 LEACHING FACILITY: (type) 4144,t 5 ke d (size) NO.OF BEDROOMS BUILDER OR OWNER H �t 0 ife-e M�h PERMTTDATE: r :' (' COMPLIANCE DATE: �l 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 1�a�Fha:t�j KJ l�+ 1 ei � �� �S ►u� 124 1 G Iavo s � J Leaals��j FlltU —fjGX S+°FhZrAylK N Lr7�t5 �f- z� r _ Stanton, David From: Stanton, David Sent: Monday, January 04, 2010 9:19 AM To: Dudley, Brian (DEP) Subject: 310 CMR 15.354 abandonment; grease traps Good morning Brian, I am looking for some guidance in regard to 310 CMR 15.354 Abandonment of Systems. It talks about having the septic tank abandoned when connecting to town sewer(unless it's used as part of the sewer system with permission) but it does not mention grease traps. We have a facility that recently abandoned a septic to connect to town sewer. A grease trap was also present at said location (proposed food use in 1999 when grease trap was installed, but the grease trap was g p never used, as a food facility did not go into the building) the owner does not want to abandon the grease trap incase a future food facility goes in. It is located under pavement and is H-20 with covers to grade. Are they required to abandon this grease trap, or can they continue to keep it in place? Thanks, David W. Stanton, IRS Health Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Direct phone: (508) 862-4647 Health Dept. phone: (508)862-4644 Health Dept. fax (508) 790-6304 _ oc- -5--q (JA 1 owe = • G51 -0223 949662 CVS#2322 176-182 NORTH STREET PRI (P) 1:9.1 i STORE# HYANNIS,MA 02601- , (508)775-8977 RTE# 2,322 ® Line Last Name ��etr, i First Name /`1 Ga,I!,'/ Daytime Phone Film Sine Film Type , 110 35mm OTHER COLORPRINTS SLIDES B&W E El El 1:1 1:1 ! WE USE �(odak PAP ER 00,111111111, OR Q Adak Rcture i ' PROCESSING ���;; ' • 1 SET 2 SETS 4x6 Pictures ❑ ❑ _ P GLOSSY ONLY I= .. FROM 35MM ..,,ry H Elm AD\ 283 054 IN s # � TS ❑� 9 Q�3 d • , 1 ,, , r. vns REGULAR 801 06/13 666311 ry..e�f t 142 $9. 44 r r r , �U�id li;litL!IIYf��:�IlVL1.rUV� 1 n Email,share and order 54 repnnis from the Internet "via'AOL® ' the IMemet ( You've Got for Non AOL members 1� ❑ P'cures C You KOdakPl�ot Mm 1 GOt Pictures- JJ a..� ne AOL members only:Enter AOL screen name here.Must also check AOL box above. Picture Disk 1 Screen-resolution images on 3W IBM I I I I I I I I I I I I I I I I I @AOL.com 4 format diskette -1 F] 0 CHECK HERE if writing in SPECIAL INSTRUCTIONS below or I Place 1. if enclosing order form for OTHER SERVICES. I 5x7 r ®LIST ITEMS you are ordering below,i.e.REPRINTS, i Sticker r I I ENLARGEMENTS,POSTERS. �t� 44 �m•• b&3 V=up RE MS eutiarC�� • • i 4' �'9set � r= TO BE REMOVED BY CASHIER ONLY C 9 4 9 6 6 2 C 0510223 9$ 1 Sales Tax Charge Where Requiied FREE ROLL OF CVS FILM (IS0 200,400,800.13524,or 11044 with PHOT®STAR Single Prints S O 9dea-only. Valid :, e t RETAILS CVS COUPON Vn b R69m*)pe-'4,Do LIMIT OF LIABILITY:Submitting any filn,print,slide or negative,to this firm for prose§'sing,printing or other handling con- stitutes an AGREEMENT by you that any damage or loss by our company,subsidiary or,agents,even though•due to our negligence or other fault of our company,subsidiary or agents;will on l entitle you to replacement with a like.amount of unexposed film.Except forsuch replacement,the acceptance of the f Im,print,slide or negative is without,warranty or liabil'.ty,and recovery forany incidental or,consequential damages is excluded.NOT RESPONSIBLE,FOR FILM LEFT OVER 30 DAYS. ,% -f•YJr r4.,.,• • 3, A { Kodaft i m ter•^+ -t r b � a it ikture CD KCd8ftPhoto`Ne#? " _ Pnr. •High resolution files on a CD. •Pictures uploaded CL�nilne •Interactive software. to the Internet. •Access code returned with your pictures. asse z MD&&kture Disk You've '- °IBM %A M E I CA Got Pictures 'a'• Screen resolution Images on 3% i format diskette rWi7fTi � 'r -,�� •Includes viewing software. ft—byKodakpll t/ Access your pictures via AOL subscribers only 01 NOOTETT 01 4/00 C r4 I.,rin _r'►.a. ( o' �I Ak I'� �fy�N�T 7',•�r .N Q ��; �� e � �� � _` �l �� �j 1� 11`1�`, � `, ,' 1 , `. ` � 1 1 ,, � 1,. '� 4 P ` �. 1 J t tiL `�\ t -�,' e � 1' •, , , ` � ` ., �. , t � t �.�� 1 1. , \. 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PT._,. _x__ .;HYANNIS. ..MA,. 650359375 WHIwTE... _ae. . 20 . 5 GAL 55001 �WB DF FLAT I 5788 !HYANNIS PT HYANNIS AMA 640108163WHITE 20 5 GAL ? 55 00 5788 'HYANNIS FT HYANNIS MA 640514956 iWDSCP SLD STN°16 ,GALLON 59.00 EXTRA I � � IWDSCP 5/T STN _._. _.�....._..�._.......... 15788 1HYANNIS PT HYANNIS `MA 1040369 POLY 20 ¢5 GAL 60.001 PVA INT PRMR I1 7773 WHITE 20 5 GAL 65.00 5788 HYANNIS PT HYANNIS IMA_...._..� �.._w65037_"...,.__.._.�.�,:.._..... . ._.,...�......._�_� �.....�._ ,�_....��_.,_"..�.—..._�...�.. �.,..._.—,.___. ...�..�� IBLDR ISURFACOER j ..... ._.._". �..ea.s.,. 5788 HYANNIS PT HYANNIS MA 640349700 20 15 GAL I 65.001 1 5788 'HYANNIS PT HYANNIS MA 601214026 !PM HIHIDE 1 ;EXTRA WH 20 �5 GAL 70.00 ...5788 HYAN_...._.._..._._..:_.�..., ... .»._...��,..,.. :...,,...._._..a, ,...,....��.. .�.......,� _.__.�__...._... NNIS PT HYANNIS MA 640354122 !EXTRA ES 20 5 GAL 75.00 . .__ w _— I __..._._—�___..._.:_._..._..,..._.. _...�. �.._.,.......—.... ......M,�...,..._....�. . 'PM200 LTX FL � � 15788 HYANNIS 1PT HYANNIS MA 1640512711 'EXTRA 120 �5 GAL ! 80.00 , ...._. .� 5788 HYANNIS PT HYANNIS AMA '640174397 SSL HITEC DF €20 5 GAL 80.00 ;FLT WHT 'EMERALD IN SA 5788 HYANNIS PT iHYANNIS AMA �650131568 `EXTR 20 5 GAL 85.00€ ... ._.,.. ,.. . ..�.,. ..... w .,.u ��__ __ - _.._..m 15788 HYANNIS �PT :HYANNIS MA DURATION SA 640515516 EXTRA !16 !GALLON 91.00 'DURATION GL 15788 HYANNIS IPT HYANNIS IM" A I640361317 SPR WH 5788 H l,20 116 .GALLON 99.00 _ HYANNIS PT !HYANNIS IMA r640226890 MSTRHIDE 20 �5 GAL I 110.00 !DOVER WHT `5788 JHYANNIS IPT HYANNIS IMA 640514964 ' 20 5 GAL 140.00 � TRA �TR H DE FL�EX� 5788HYANNI5 � . �..... APT HYANNIS 601213994.. _...�,._.�..�. 20, GAL�M.�. � 340.00 r ' TOWN OF BARNSTABLE E-G m LOCATION Z �G L �d „/ SEWAGE # Z000 —519- VII.LAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.� � L, _,y, (��� .41,96r_g r9 eri- SEPTIC TANK CAPACITY G, CIO LEACHING FACILITY: (type) d..7� d size 1 7' as ( e Z NO. OF BEDROOMS BUILDER OR OWNE I e".,sue PERMTTDATE: `J ' 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) i Feet Furnished by i � z KJ �` G �-37 100® k//d Lea Gk ilh� F/4 p_box i 14TOWN OF BARNSTABLE LOCATION SEWAGE # ZOO& —51 VILLAGE A ASSESSOR'S MAP & LOT Zq 3 — 031 INSTALLER'S NAME&PHONE NO. Awe- 4, J1j G/7 -4/f6-164/eq ' SEPTIC TANK CAPACITY G? i-llla u.S s LEACHING FACILITY: (type) yL,t,<5 0i a kw d (size) q-17 1 ,Y7-1-i 1 NO.OF BEDROOMS BUILDER OR OWNS - Gt /1--,e.a,. PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet `` Furnished by h a A � P 4 W � r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application for Mi000f *raem Conaructton Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ), ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Asses 's Map/Par 2, cel. v✓ 5frlt 0 Installer's Name,Address,and Tel. o. Designer's Name,Address and Tel.No. /lcarf/ [tihd�i� /CpI j�6"VA (,c,®G g�'neCr�?,�- 1yGSJ ,?-,q /drrG1 �d> li7 u/Z, `f -ell ll�a.�G 6-4 Nctc1 vv lr 6Z u o Af - Type of Building: Dwelling No.of Bedrooms Lot SizeY9,1 .0 75 sq.ft. Garbage Grinder( ) Other Type of Building tlel.,i l S r.y_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date '`` Number of sheets Revision Date ;3��- ` � Title Size of Septic Tank '670Qb Type of S.A.S. Description of Soil8�,�.1-` 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 issuebis Bard of Heal Signed ` Date Application Approved Date-+�_ Es�� G> Application Disapproved for the following reasons Permit No. e T-� —,:?—z Date Issued ce Entered in compuer:t THE COMMONWEALTH OF MASSACHUSETTS % . PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migpozal Con.5truction Vermit �Y Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System O Individual Components Location Ad'mess L t No. Owner' Name,Address and Tel:.No. � z�� '! L AssZSp ' Mapa 5;14 T r7 Oz e/I i Installl/77Cr's Name,Address,and Tel.r"�[�o. Designer's Name,Address and Tel.No. /yin/� �nYir�/N `p lr. lt�rlG�fyt�) oawh �t��i E�+jiHllr%hf- /HG �y +�,v�y Ae,d Kd- ' °/3' ✓1/J���, 5�4; �KrH Cep Ni, ,awttio0o✓ -1kh- U 7� x Type of Building: �+ Dwelling No.of Bedrooms Lot Size 74t 6 sq.ft. Garbage Grinder( ) Other Type of Building rC4 i No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 7 J c gallons per day. Calculated daily flower gallons. Plan Date Number of sheets Revision Date J_— � y; Title r= _ Size of Septic Tank 4,0o'n, Type of S.A.S. G e v 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 is oard f Heal Signed � Date Application Approved bjWv Date '` .' Application Disapproved for the following reasons Permit No. e,00)5; � Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( -)"Repaired( )Upgraded( ) Abandoned 1 '( )by /1 u r f /"n 06`h at G ����oN ✓a or d /,u H i 5 ✓l1 - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permi> 0' V f Z*'dated v✓ " ` � �(� Installer Designer fu Rio as deb �� The issuance of-this e. 't all-np,t e construed as a guarantee that the s( t�e � i 19� 1 �l st'ned D p �1 Ins ector y Date- - p No. �Y.�® „ --------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi! pooai *pztem Conztruction Permit Permission is hereby granted to /ConstructV)( Repair( )Upgrade(/ )Abandon( ) System located at G Fit<N"o4,f4 A out J h',c,u 4 h/5, iNA- -- 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 must be completed within three years of the date of th e, it. Date: Approved b . s_ �pIKE DATE: _�VZllt� r FEE: • •ARNSTABLE, y MASS. qjA ;63q �® REC. BY 'Town of Barnstable SCHED. DATE: (J Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 276' Falmouth Road, Hyannis, MA 02601 Assessor's Map and Parcel Number: 293 031 Size of Lot: 1.82 AC Wetlands Within 300 Ft. Yes Business Name: (Hy nni.-, oSSi nt) Bprnsttt, LLC No X Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you,to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Bornstu, LLC Name: Stuart A. Bornstein Address: 297 North St. , Hyannis, MA, 02601 Address: 297' North. St. , Hyannis,..MA 0260.1 Phone: 508-775-9316 . Phone: 508-775-9316 rA1( 0� ��� VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) cP'pt S ,Stem filled wi t.h Did not know we had to break on Ga11CL^did- not break rnnrrc�}e Would have to dick up $4,000 of asphalt to get to Septic System Spoke to Brian Dudley of the Dept. of Environmental Protection. He said you would have to issue a NATURE OF WORK: House Addition 0 CrL71(-1 House Renovation ❑ Repair of Failed Septic System ❑ variance. He has no problem. with it. Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for < Title V and/or local sewage regulation variances only) — t Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,'grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and,variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 daysPrior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Amichi Sawayanagi C:\Users\decollik\AppData\Local\Microsoft\windows\Temporary, Internet Files\Content.Outlook\N9Y64YM8\VARIREQ OCt2009.DOC *.. P;dap Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom Map Abutters Map Size ® Zoom Out j M I it l fi E!Min (® 4 ,ht•' ® to$—_)PG Map, 293 Parcel: 031 property 4 �y Full }' 293024 Location: 276 FALMOUTH ROAD/RTE 28 Info 203121 203037 203062 , i y .; e.,.- 203029 0793 i�170 eq2 �" #n3 Owner: BORNSTU LIMITED PARTNERSHIP 29306D 203051 t� 3T-ro £4 d+, Y 047 1 D w n -ti.z S - hl ; . location Information __ — ?4 293030 °203020DDI Map&Parcel 293031 o -= 132 R1U `-� x =,h - Location 276 FALMOUTH ROAD/RTE 28 203027 p�p�� x Acreage 1.82 acres 132' 201033 Current Owner _ .._.._r Mailing Address BORNSTU LIMITED PARTNERSHIP 297 NORTH ST 293030 300 0300 2=1 7HYANNIS,MA 02601 xi Appraised Value(FY 2009) 293MS - Extra Features $0 020 13 Out Buildings $40,200 6UY14(ID I A"TE% ' Land $655,200 fp"-* Ay M9 04 . Buildings $1,658,600 ' 202013 .y Total Appraised $2,354,000 '9207 91 292100 R �6 050 202167 Assessed Value(FY 2009) 202012 --- -----------' Extra Features $0 02005 i pe D k�F �D sat Out Buildings $40,200 292130 20217D Land $655,200 038 Buildings $1,658,600 _ Total Assessed $2,354,000 Set Scale 1"= 152 I Aerial Photos I MAP DISCLAIMER Copyright 20052010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS -BarnStableMA v1.2.3664(Production; http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=293031&mapparback= 1/28/2010 Fs. T w Town of Barnstable Hazardous Materials On-Site Inventory and Inspection FACILITY INFORMATION�:d� Business Name: 131lc�eWd "IU, "S 6NOA-AJ`e Business Location: Z 7- B tjrH D N/i' / ,U/s Mailing Address: Cr°' Z_oe-4 .-r 43ok Telephone Number: 5-,Of i�-1 j= A-9J Z J Contact Person: �JG SLTh< kliye. Emergency Contact Telephone Number: /�/A/�s ?,L ���- 3 b •Z S�6 Type of Business: 2J&_=1t, 10A-/1VT 377R HAZARDOUS MATERIALS (CHAPTER 108) Virgin Product Total Quantity :,',', Container Size(s) Storage Location Major Materials Gallons or Pounds` ;Quarts,gallons, Shed,retail store, drums,tank,etc... cabinet,closet,etc /�//S G• /�R/�113, ,� /a v� /�',off. S re�,zs A-�•c� ,€,v.> ie& iL S7, atlArZiS. 6A-L1-6,1J.S - 1 - Misc. Combustibles Misc. Corrosives Misc.Reactive Misc.Toxics Inventory Total Amount: , �O3 MOMS Hazardous Materials License Posted?Yes Contingency Plan Posted? Yes Fire District: &V4AIAIIS Fire Extinguisher Service Date: A/oy Metal Covered Rag Bin: Yes N bsorbent Material Available? es No Type of Absorbent: Speedy Dry ads igs Other: .5 P11-Z t y- MSDS on site? Yes No Hard CopyC���m '¢`'� &�/rL-aYdZs /4-t v as s s 7Z)A-6 ev"19117M-MS. 5/f4VGUV� W1 c-.-1 R-N S .5 f r�r ,rZ-S a P/eo✓1 b N S Hazardous Waste Handling k1Nocs ra A—ke- 0�-ye V&-AA5,0RS Hazardous Waste Generator Identification Number: /V 1k Type(s) of hazardous waste product(s): Date of last hazardous waste shipment,type of waste and quantity: Hazardous Waste Transporter(s): Designated Hazardous Waste Facility: Hazardous Waste Storage Area Description: Is hazardous waste storage area labeled: Yes No Are tanks/drums/containers labeled with the words "Hazardous Waste",the type of waste and the associated hazard (i.e. ignitable,corrosive,reactive or toxic) Yes No If hazardous waste is stored out of doors is it covered from the elements? Yes No Is it in 110% containment? Yes No If hazardous waste is stored indoors is it on an impervious floor Yes No - 2 - FLOOR DRAINS (Chapter 381) Town Sewer Account Number: Indoor floor drains: Yes 6 If yes,circle one,does it discharge to a: holding tank dry well on site septic. Outdoor surface drains: Yes (9 If yes,circle one,does it discharge to a: holding tank dry well on site septic. ll// FUEL AND CHEMICAL STORAGE TANKS (Chapter 326) Underground Storage Tank(s) on site? Yes o Age: Is removal required? Yes o If yes,when? Is testing required? Yes No If yes,when? Out of doors above ground storage tank on site? Yes No If yes,is it protected from the elements? Yes No If yes,how? Is it on a foundation larger in size than the tank? Yes No COMMENTS/RECOMMENDATIONS/CORRECTIVE ACTIONS (f,or Ecrr✓,5 Ac,;r7oAl 6A' Z-E7K A)Z> SU fl/ "MOZ4CA AJ. FgX pMkt,T ,n 5-M P-C AAYb"I, to n L j 7C koPC 7W,+d ' /-J P6s"r T7*(--�-' s-rvp-e-�. " flu- �Lk l A A)1) C-oA,T►04CV�j LA U '',R! Aa Ab rA-cj--� ID 1147C 5`PI LL- lZ&T o Date: Public Health Inspector: Facility Representative: - 3 - r� � �� 111►� ti41 L.-1-/�{-S � I Z-�.I - ZD 1 b SPILL DISCOVERY 1. Protect the PERSONAL HEALTH of all employees and customers. Avoid inhaling hones and skin contact with the spilled material. 2. ASSESS the spill situation. Determine if the spill can be responded,to by trained store employees. If the spill is too large or dangerous to perform cleanup, then the spill must be responded to by the Emergency Response Contractor, and the store evacuated. If the spill is small and safe,then employees may respond to the spill. SPILL CLEANUP PROCEDURES 1. GET HELP to clean up the spill. 2. The store manager should be notified of the spill. 3. Turn off and remove all potential SOURCES OF IGNITION. Shut off powered industrial lifts, and shut off or remove electrical equipment. 4. ISOLATE the spill area from customers and other employees. 5. Bring the SPILL KIT,AN EMPTY CONTAINER,AND A FIRE EXTINGUISHER to the spill area. 6. The spill kit container may be used in an emergency as a container. 7. Wear the RESPIRATOR AND EYE PROTECTION to avoid inhaling vapors and to protect against eye contact with spilled material. 8. Wear PROTECTIVE CLOTHING including gloves, coveralls, and shoe covers to avoid skin contact. 9. STOP THE LEAK. Turn the damaged or open end of the container up or if possible put the leaking container into`a larger container. As required, turn off valves or close openings. 10. CONTAIN THE SPILL. Use absorbent socks, if needed, to contain the spill and to prevent leakage into drain systems, or onto exposed soils. Place the absorbent socks or other barriers between the spill material and potential receptacles. 11. RECLAIM as much of the 'spilled material in a liquid form as possible. Use the scoop, squeegee or straight edge to recover the spilled material and to place into containers. 12. When as much free liquid as possible has been recovered, use the absorbent sock and loose sorbet material, if needed, to clean up residual spilled material. Remember waste liquids should be segregated from waste solids. 13. Place absorbent socks which may be reused or still have some value in separate containers from recovered material or waste. 14. Place recovered contaminated loose sorbent, non-reusable absorbent socks, and other contaminated solid material into a separate container for subsequent disposal. 3. Waste liquids should be segregated from waste solids. 4. If the container of liquid is determined to be unusable, put a hazardous waste label on the container. , 5. Recovered liquids from a spill of a hazardous material, which are considered to be of no further value or use, should be considered hazardous waste. 6. If there is a release of hazardous waste, all recovered liquids and solids are considered to be hazardous waste. 7. Review Chapter 7 - Hazardous,Waste Disposal to assist in the proper handling and storage of hazardous waste. Contact the Division Director of Loss Prevention for assistance with incident reporting and disposal of waste material. SPILL CLEAN-UP FOLLOW UP 1. Return the spill kit to the permanent storage location. 2. Determine and order supplies necessary to restock the spill kit. 3. The Emergency Coordinator will take the following actions; o Determine immediately why the spill occurred and hold a brief safety meeting within the week to discuss how it might have been prevented:. .The Coordinator should also discuss any details of the cleanup procedures,which are warranted. e Complete a Loss Offense and Incident Report and distribute the report as required. Include in the report the identity of the spilled material, the quantity spilled and recovered, and a description how the spill occurred. SPILL NOTIFICATION PROCEDURES 1. If there is a spill which requires the use of the Emergency Response Contractor, or if there is a spill of material: into the drainage or sewer system, surface or ground water, or onto exposed soil, whether on or off the Store's premises, immediately call the Emergency Response Contractor with follow up calls to the District Manager, the Division Director of Loss Prevention and the 24-Hour Medical and Environmental Emergency Number 1- 877-SWC-EMER. 2. If there is a,spill or release of hazardous waste equal to or in excess of 10 gallons (100 \ pounds), immediately contact the Stores Safety & Environmental Department at (216) 566-1710 or (216) 515-7850 or call Sherwin-Williams 24 Hour Phone Number 1-877- SWC-EMER for assistance in federal reporting requirements. MEDICAL EMERGENCIES 1. Quick response to a.medical emergency could mean the difference between life and death. Persons who are not trained in proper first aid procedures should not attempt to give medical treatment. 19. Remember, a spill of flammable liquids emits flammable vapors into the air. If the spill area is not well ventilated or is near or may come into contact with an ignition source, a fire or explosion hazard is possible. The greater the surface area of a spilled flammable liquid, then the greater the volume of vapors emitting into the air and the greater the risk for fire and explosion. SPILL DECONTAMINATION Employees and spill response equipment also require to some extent, some.type of cleanup, wash down, or decontamination. Employee hygiene 1. Employees should remove their personal protective equipment for subsequent cleaning. 2. Employees should wash with soap and water, 'or as recommended by the spilled material's MSDS, at a minimum their hands and any areas of their skin which may have come into contact with the spilled material. 3. If contact with the spilled material has caused a medical emergency, then the responses to a medical emergency, as preserfed in this Chapter, should be followed. a . Equipment cleanup. 1. Equipment used to assist in the spill response and which has come into contact with the spilled material, should be wiped clean with as much of the spilled material being removed. 2. The equipment should be allowed to air-dry in a well ventilated area prior to returning the equipment to storage. Personal protective equipment 1. Personal protective equipment which came into contact with the spilled material should be cleaned or disposed as Hazardous waste. 2. All personal protective equipment should be inspected after its use to determine if the equipment is in a good operable and sanitary condition. 3. Instructions for respirator usage should be ,reviewed to determine if the respirator should be discarded. 4. If equipment is no longer usable then it must be discarded. Discarded equipment must be restocked immediately. SPILL WASTE DISPOSAL 1. Spilled material that is recovered and'can be reused or still has some value is not considered a waste, and therefore should be separated from waste material. 2. If the liquid can be used, it should be moved to the appropriate raw material area and labeled as to the contents and it's associated hazards. 3. Waste liquids should be segregated from waste solids. 4. If the container of liquid is determined to be unusable, put a hazardous waste label on the container. 5. Recovered liquids from a spill of a hazardous material, which are considered to be of no further value or use, should be considered hazardous waste. 6. If there is a release of hazardous waste, all recovered liquids and solids are considered to be hazardous waste. 7. Review Chapter 7 - Hazardous Waste Disposal to, assist in the proper handling and storage of hazardous waste. Contact the Division Director of Loss Prevention for assistance with incident reporting and disposal of waste material. SPILL CLEAN-UP FOLLOW UP 1. Return the spill kit to the permanent'storage location: 2. Determine and order supplies necessary to restock the spill kit. 3.. The Emergency Coordinator will take the following actions: • Determine immediately why the spill occurred and hold a brief safety meeting within the week to discuss-how it might have been prevented. The Coordinator should also discuss any details of the clean-up procedures, which are warranted. • Complete a Loss Offense and Incident Report and distribute the report as required. Include in the report the identity of the spilled material, the quantity spilled and recovered, and a description how the spill occurred. SPILL NOTIFICATION PROCEDURES 1. If there is a spill which requires the use of the Emergency Response Contractor, or if there is a spill of material: into the drainage or sewer system, surface or ground water, or onto exposed soil, whether on or off the Store's premises, immediately call the Emergency Response Contractor with follow up calls to the District Manager, the Division Director of Loss Prevention and the 24-Hour Medical and Environmental Emergency Number 1- 877-SWC-EMER. 2. If there is a spill or release of hazardous waste equal to or in excess of 10 gallons (100 pounds), immediately contact the Stores Safety & Environmental Department at (216) 566-1710 or (216) 515-7850 or call Sherwin-Williams 24 Hour Phone Number 1-877- SWC-EMER for assistance in federal reporting requirements. MEDICAL EMERGENCIES 1. Quick response to a medical emergency could mean the difference between life and death. Persons who are not trained in proper first aid procedures should not attempt to give medical treatment. 2. Telephone for trained, professional help, i.e. emergency medical service. (Remember to dial "911" if the universal emergency number is available in your area.) 3. While waiting for professional help, take whatever,reasonable action that is necessary to make the victim comfortable. 4. Do not move seriously injured persons unless they are in danger of further injury. 5. Trained personnel may administer reasonable first aid-- stop bleeding by applying direct pressure, cover injured person with a blanket or coat. Trained personnel may provide artificial respiration, CPR, or other life saving techniques as necessary. 6. If the victim is an employee, determine the person to contact in case of emergency. 7. Call that person, advising them that the employee has been taken to a particular medical facility. 8. It is acceptable to say the person was injured,was having chest pain, etc.; but do not say the person had a heart attack, stroke, was not breathing, etc. 9. If the victim is a customer, let the emergency response team determine who to contact. 10. If the illness or injury is work-related, call the Workers' Compensation Coordinator at the ACCIDENVINJURY PHONE in Cleveland at 1-800-543-1463. Refer to Chapter-4 Reporting Work-Related Accidents, Injuries &Illnesses for further instructions. 11. If the incident involves a customer, report the incident to the District Office and the Division Director of Loss Prevention.. Complete a Loss Offense and Incident Report and distribute the report to the Division Director of Loss Prevention. 12. If the medical emergency involves exposure to hazardous materials or wastes, familiarize hospitals or medical personnel with the products MSDS. FIRE EMERGENCY RESPONSE CONTACTS 1. IMNIEDIATELY Call the FIRE DEPARTMENT if not already performed. 2. Contact the Division Director of Loss Prevention, the District Manager and Division Management. . 3. Contact the Safety and Environmental Compliance Department at (216) 566-1710 or (216) 515-7850 or for help during non business hours, contact the Sherwin- Williams 24 Hour Emergency Phone 1-877-SWC-EMER. SPILLS EMERGENCY RESPONSE 1. If there is a spill which requires the use of the Emergency Response Contractor, or if there is a spill of material: into the drainage or sewer system, surface or ground water, or onto exposed soil, whether on or off the Store's premises, immediately call the Emergency Response Contractor with follow up calls to the Division Director of Loss .Prevention and the 24-Hour Medical and Environmental Emergency Number. 2. If there is a spill or release of hazardous waste equal to or in excess of 10 gallons (100 pounds), immediately contact the Safety and Environmental Compliance Department at (216) 566-1710 or (216) 515-7850 or for, during non business hours, contact the Sherwin-Williams 24 Hour Emergency Phone 1877-SWC- EMER 3. If there is ,a spill or release of hazardous material equal to or in excess of 100 gallons, immediately contact the.Safety/Environmental Compliance Department at 216-566-1710. MEDICAL EMERGENCY 1. If the illness or injury is work-related, call the Workers' Compensation Coordinator at the ACCIDENT/INJURY PHONE in Cleveland at 1800-543-1463. Refer to Unit-4 Reporting Work-Related Accidents,. Injuries & Illnesses for further instructions. . 2. If the incident involves a customer, report the incident to the Division Director of Loss Prevention, the District Manager and Division Management. 3. If the medical emergency involves exposure to hazardous materials or wastes, contact the Safety and Environmental Compliance Department at (216) 566-1710 or (216) 515-7850 or for help during non business hours, contact the Sherwin- Williams 24 Hour Emergency Phone 1-877-SWC-EMER. GOVERNMENT INSPECTION 1. Contact Division Loss Prevention, the District Manager and Division Management at the time of the inspection. 2. Contact the Safety and Environmental Compliance Department at (216) 566-1710 or (216) 515-7850 or for help during non business hours, contact the Sherwin- Williams 24 Hour Emergency Phone 1-877-SWC-EMER. i REGULATORY ASSISTANCE t 1. Assistance with Federal/State/Local Environmental (EPA), Safety or Health (OSHA), or Transportation(DOT)may be obtained from: • Division Loss Prevention • Safety and/Environmental Compliance Department at(216) 566-1710 or (216) 515-7850. • Corporate Health at 216-566-3096 • Corporate Safety at 216-566-2161 • Corporate Environmental at 216-566-2182 2. Assistance with local Fire and Building Codes may be obtained from the Division Engineer. VE Tp�i Barnstable Town of Barnstable .RARNTALiLE ASS. � Board of Health 9 MA � i639. �m AIFD ° 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi CERTIFIED MAIL#7006-2150-0002-1038-7503 y January 22, 2008 Stuart Bornstein 297 North Street Hyannis, MA 02601 RE: 276 Falmouth Road, Hyannis, Request For Variance Dear Mr. Bornstein: Your request for a variance to continue to utilize the onsite 'sewage disposal system located at 276 Falmouth Road Hyannis without connecting the building to public sewer, is not granted. Recall that in April 2000, you were granted a variance from Board of Health Groundwater Protection Regulation Part Vill, SECTION 6.00, to install a temporary septic system at 276 Falmouth Road, Hyannis, Massachusetts. That variance was granted with the following conditions: (1) The septic system shall be installed by a licensed septic installer in strict accordance with the approved plans and (2) the permission expired in 12 months,,on May 1, 2001. You were instructed to connect the building to public sewer before May 1, 2001; however, to date, the,connection has not been made. Variances may be granted only if (1) in the opinion of the Board, enforcement of a particular provision will cause manifest injustice and (2) the applicant demonstrates the same degree of environmental or.public health protection will be achieved without strict application of a particular provision The applicant did not demonstrate manifest injustice nor did he provide any evidence that the same degree of environmental or public health protection will be provided without the use of the public sewer system at this site. Mr. Ojala did testify that the existing�septic system, which meets all of provisions of the State Environmental Code Title V, is functioning properly and studies have shown that the groundwater nitrogen levels are reduced when the groundwater direction flow is Q:\WPFILES\Bomstein276FEilmouthRoadsewer2OO8.doc i - OF1HEtp� DATE: '/ 0 7 FEE: • HMMSTAABLE, • 7— _ 9 .� i6 9 •�A 3 ♦ REC. BY 14, Town of Barnstable SCHED. DATE: � d D� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 276 Falmouth Road (Rt. 28) , Hyannis Assessor's Map and Parcel Number: 293/031 Size of Lot: 1.82 ac Wetlands Within 300 Ft. Yes Business Name: Hyannis Crossings No X Subdivision Name: APPLICANT'S NAME: Stuborn Limited Partnership Phone 508-775-9316 Did the owner of the property authorize you to represent him or her? Yes X No (Applicant is property owner. ) PROPERTY OWNER'S NAME CONTACT PERSON Name: Stuborn Limited Partnership Name: Stuart Bornstein Address: 297 North Street, Hyannis, MA Address: 297. North Street, Hyannis, MA 02601 Phone: --- 508-775-9316 Phone: 508-775-9316 VARIANCE FROM REGULATION(List Reg.) .REASON FOR VARIANCE(May attach if more space needed) Exemption from connecting See.attachPd shpef to town sewer. NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation El Repair of Failed Septic System O Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) 4A/��, Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V�/aP�d/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building roposed]) .Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL Q:\Application Forms\VARIREQ.DOC MAIL-IN REQUESTS Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist _ Four(4)copies of the completed variancce request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail,at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee(no fee for lifeguard modification renewals, grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee(no fee for lifeguard modification renewals,grease trap variance renewals [same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page Continuation Sheet re Stuborn LP Variance Request Form for 276 Falmouth Road, Hyannis REASON FOR VARIANCE REQUEST: Applicant installed a state-of-the art septic system in 2000 due to the fact that town sewer was not available at that time. The existing septic system was designed for a prospective restaurant use (but has never been used as a restaurant),thus it is a 5,821 gallon dual compartment tank with 2,376 square feet of leaching fields with in-ground grease traps. The existing and future uses of the building is retail, with less than ten (10) employees working in the building at any time. Accordingly, the system is grossly underused, and the applicant spent in excess of$50,000 for the design and installation of the existing system which he was required to install at that time. Forcing the Applicant to abandon the septic and hook up to town sewer would be a waste of money and resources. 12r 26 2007 01:32 5087756526 HOLLY MGMT PAGE Pj'./_',4 Aolly Management & Supply Corporation 297 North Street Hyannis, MA.02601 508-775-9316 fax: 508"•775-6526 EARS MLE'CZt-1SM1SS10N COVER SHEET t TO: IlROM: ` Number of pages, including cover sheet ( ) If receiver does not receive all pages transmitted,please call 508-7 •'91 u MESSAGE: ¢ ` k tom, en P"►7 el / � - 12/2612007 01:32 5087756526 HOLLY MGMT PAGE 02/04 1e•JJ MrHivrvla wH i ere �r�i Sri 5�:1i8 `tc)�•.1313 -, P.r?�1i'L.1'� I HYANNIS WATER SYSTEM fs ' 47 Old Yarmouth Road E Hyann%MA 02601 508-775-0063 E Fax: 509-790-1313 Fax Cover sheet Date. 12/26/07 e TOO Judy Fax#0 500-775-6526 Rev Account# 230-604131 Sander: ink i Pages: 3 Judy, We have had a couple of new mtems hm,therefore I,bad.to figure out a couple of'the biUs back in 2006. If you have any qu®sf oni,give me a call. Judy ; t jt of , i vo y✓d �=es eg-=' 0_ 12126/2007 1.3:10 PeMichuack Water Worke bentj U/B COKSUEPTION HIS=Y Ri•@opM I PG i n ' ubmw* ACQOUn 6 CUS7 4BR NAME PARCELilTA�s M S8ltVIcs 4 Co READ DATE TIME ayLOCATION T 3----- - - ------ ----- --------------------------------------- _------- _-- - -------BId.IdPD ANT HYQCrL.- , H9©C T 05/24/2007 0 *2! Kyocuff- 1 HYQCM 420 11 0 15.95 A 38<3� HYQCOIV- I HYQCae7 02/05/2007 513262 409 10 0 14.50 37.30 HYQ MN- I E A 12/08/2006 441098 399 1® 0 14.50 37.30- HYQCW- 1 YQ A 08/10/2006 367002 389 11 0 ' 15.9 /� / 38.75 Ham- 1 HYQCON A 05/12/2006 234893 378 16 0 4*00 A / 0/a006 4843333 362 p �� iI 4DRT - Generated by Judy Heat J O U. f➢ ' Ll 3 l0 - _ - cV C LDLD - ti m • 1 _ m a v` q-V C� L212612007 11:10 Pennichuck Water works e w bents ,U/H CONEMP' ION HISTORY REPORT Q ubcnE inq IL ACCOUNT 0 t- •,,..i CUSTOMER NAM PARCEL ET�TUE SERVICE _ _ _ N CD READ DATR TIM SAY Sti-a � CURP_ 3M%B U"GOEC� ----- --- - -------ens -�-R�. ----------------------------------------------------..-E9�,--- ----------- Cam-- P---SIdeLED-dAMT a EEa lg�0oye moo-mee"f!" "n! --- divayLOTv- 3 r"YC'Qfia'i�i 059948146056 A 734359 43`3 9 a 7 Is 0 e � IfD s a_= OF REPORT - GvmrataLl. by audy Sent �m H C7 } J Oi n - ` r Y i! I 3 n . z LN m LO r- r� _ ao m fn v CV -4 LD u to two nearby ponds, one located to the east and.,one to the south of this site, and the groundwater direction flow is toward the south in this area., However, it is the opinion of the Board that there are various other contaminants contained within sewage wastewater which will continue to be discharged into the ground from the onsite sewage disposal system_ (if this variance was to be granted). Whereas, if the building is connected to public sewer, the sewage wastewater would be transported off-site and would be treated at the Town's Wastewater Treatment Facility prior to discharging into the ground there. Connection to public sewer would prove to provide better protection to the environment. Therefore, the Board voted to deny the request for a variance in this regard. You are ordered to connect the building to public sewer within one year, on or before January 8, 2009. Since ly yours, W-Vn ef Miller, M.D. Chairman Board of Health Town of Barnstable Q:\WPFILES\Bornstein276FalmouthRoadsewer2008.doc ` �A Y,/o��'P Date: $7 TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS:�1ES> MARJAIC BUSINESS LOCATION: 7y A 11IV,+,A11t11S INVENTORY MAILING ADDRESS: 45 A-6ovc U TOTAL AMOUNT: TELEPHONE NUMBER: z5— f®� CONTACT PERSON: 1-3,+98A "fb I EMERGENCY CONTACT TELEPHONE NUMBER: - _ Ur'/ SDS ON SITE? TYPE OF BUSINESS: W - BA/I—Alt INFORMATION/RECOMMENDATIONS: 11 ��vvs kA1r1z/A-zs A ire District: fl it 54Y1E. Alto =z_oa2 rb�st-r,j s aj3.yE3?-Va`�. MS AS TV 3E I-, " / /jVRL RcE 0/1 S1 4S 4c/t2L AS A C6AeT7/yGgCti f'44A/�4#�" 5F i-i-X�/ �50A1 s�T Waste Transportation: Last shipment of hazardous.waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) s _ Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils V4fz/0 S Fn2130ATe�X)4/,"ES Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink i Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine 03 Battery acid (electrolyte atteries A,D Lye or caustic soda W*A ES, //All-W6 3� Rustproofers Misc. CombustibleV*JeA1/S#, AVC-L m ny �o�1r J -G& e�ALAvEru wash detergents Leather dyes , R"P PcEt Car waxes and-polishes - - Fertilizers - - Asphalt & roofing tar PCB's 3/0 4N 17Gbuuu6- Paints, varnishes, stains, dyes pftrA/T Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint & varnish removers, deglossers S �"TIR PCasa (including chloroform, formaldehyde, PA#mr TNnJA��. `P l'•w Misc. Flammables sLE-ALOZ5 1vilb'1 Tje1_-AST hydrochloric acid, other acids) Floor &furniture strippersco&t, A�-1¢t-Sot sP s Other products not listed which you feel Metal polishes 710 may be toxic or hazardous (please list): Laundry soil & stain removers 642totd A.sg121.VE (including bleach) � 6L c.v�_1 &4,-7K7 ! iVa J Spot removers & cleaning fluids L (dry cleaners) Other cleaning solvents Bug and tar removers Si Windshield wash ��Y,�,V,t/Y,s��/�. �(o,�-- V40�� WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Date:cZ TOWN OF BARNSTABLE j:� TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: A��S-/- BUSINESS LOCATION: c-2`) b INVENTORY MAILING ADDRESS: Sa-� TOTAL AMOUNT: TELEPHONE NUMBER: �S?�R�F _ a�00 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: /`� ��"o�r�® I MSDS ON SITE? TYPE OF BUSINESS: Re__ . P INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous_waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink r Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, degIossers" -(including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers 3 /.t/&C/JTa (including bleach) �'720✓��� �� g� WnT PAA0— Nt. Spot removers &cleaning fluids 1(/EST �AG/-cJ£ IIOV>,U6- —17fz- EX r S 77AJG (dry cleaners) __6615,1A)E3s ou-4N" A Other cleaning solvents Tp 777E A,b21465S *136VE 1A1t35 Bug and tar removers ,SPA- /1/fS Nyy�_jlJ1i [�Z Al�Elt� Windshield wash +,b A g_6SS(P /rrLe///�� )�d) , / � WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS "' .4'r.. C. -. . °•-+`•r•a•.4"µ5.ski+�+47�•�tW�"t'"' V�t�_.J"'"'�. .+r }.W h"} '�':��l.,.d.r.l.s•„ .i -.�;v.}-"r'T-"a+•;'',. _ Dater A/ /Oa � 4 #• TOWN OF BARNSTABLE .X TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: BUSINESS LOCATION: INVENTORY MAILING ADDRESS: S� TOTAL AMOUNT. TELEPHONE NUMBER: ��g' _ a70C) CONTACTPERSON: Q✓� ��' l �a EMERGENCY CONTACT TELEPHONE NUMBER: ��� -3j9-dam 2 MSDS ON SITE? TYPE OF BUSINESS: Refo INFORMATION/RECOMMENDATIONS: Fire District: Waste,Transportation: Last shipment of hazardous,waste: Name'of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of,the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. *" Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc: Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts(Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED ,Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible r Car wash detergents Leather dyes I; Car waxes and polishes. Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW _ USED Any other products with "poison" labels Paint &varnish removers, deglosser`s`--� - _- (Inciu.ding:chloroform, formaldehyde yy Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers 61/_ /-UL6"A)701Lt,1 LIST (including bleach) aLth Spot removers & cleaning fluids WtST IQ42lay Iyivs AJ/ 771r F-x s 77A 1G (dry cleaners) `�Us�.t�E S L2ar{ g-73 _17Vq jauGN ;�n Other cleaning solvents 73 771Vh�- AI Ag,-3S 4~h . V 1151Aj -se Bug and tar removers S�<t c N i!S Nt-1�f=�y 1j ov Q_7 ItT A.:clAj Windshield wash A v 4 9&55(le 0,Dr WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS FROM :Asset Protection WEST MARINE FAX NO. :831 761-6901 Feb. 19 20oe 07:19AM P1 Waste Transportation: Last shipment of hazardous waste: Name of Hauler, Destination: Waste Product: -Licensed? Yes No NOTE: Under the provielons.of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or mots a month requires a Ileense from the Public Health Division, UST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed Maximum Observed Maximum Antlfibeze (tor gasoline or coolant systems) Misc.Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator fivahos Road Salta (Halite) Hydraulic fluid (Including.brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insectleldee, herbicides, rodentieides) Gasoline,Jet fuel,Avlatlon gas Pholoohemieals (Fixers) Diesel Fuel, kerosene, 02 heating oil NEW USED Misc petroleum products: grease, Photocnemlcals (Developer) lubricants, gear oil NEW ,,,,.USED � Degreasers for engines and metal Printing Ink Degreasers for driveway&&garages Wood preservatives (creosote) Cnulk/Grout Swimrriing pool chlorine Battery acid Lye or caustic soda Austproofers Misc. Combustible Car wash detergents Loather dyes Car waxes and polishes Fertilizers Asphalt d roofing tar PCB's Paints,varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinnere (Inc.carbon tetrachloride) NEW USED, Any other products with "poison"labels Point&varnish removers, deglossers (Including chloroform, formaldehyde, M19c..Flammablae hydrochloric acid,other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil &stain removers W3 (including bleach) Spot removers&oieaning fluids (dry Cleaners) Other oleaning solvents Bug and tar removers Windshield wash WHnE COPY•HVAOL i'DEMMMONY I CANW COPY•Bl1sINEU T 'd DOZE 13Ca3sF11 dH Hdoo: tt 0002 st qa3 ' FROM :Asset Protection WEST MARINE FAX NO. :831 761-6901 Feb. 19 2009 07:19AM P2 Store 56 Hyannis, MA as of 2/18108 Max Unit Unit of Flash Point SKU SKU Description Haz Class Qty Qty Measure (Degrees F store 6997688 Flare Kit-Locate HP I Flares/Explosives 2 0 EA 00056 7031750 Flare-Aerial HP 12Ga Lon Shel - ......9 Flares/Explosives ._..19..... 0 EA, 00056 7841349 Flare Kit-12Ga Hp Alert Pis Flares/Explosives 4 0 EA 00056 7841364 Flare Kit-Alert/Locate HP Flares/Ex losives 4 o EA 00 1.056 B665788 Flare-Red Aerial Xlt p 4 Pack Flares/Ex losives 7 0 EA 1. 8665804 Flare Klt-12Ga Alert Basic k Flares/Exlosives t3' 0 FA 00056 4P 00056 9376443 Flare-Aerial HP-12Ga (4-pack) Flares/Explosives 7 0 EA 00056 376450 Flare 91367422 Flare-Mandlert/Loc'ate HP Smoke Each Dix ves Flares/EIxplosi 2 0 EA 00056 F. 2 1 LBS 00056 157800 Flare-Hand Smoke 3pk Flares/Explosives 5 2 LBS 00056 9319195 Roadside Kit-EmergencyW/Flares Flares/Explosives 1 -1 LBS 00056 8665770 Flare-Hand Locate Red 4Pk Flares/Ex losives 14 0 EA I........................................ .................. 8885796 Flare Kit-Locate Plus 4 pack Flares/Explosive s 7 0 EA 00056 306219 Lube-Sail Track DryTeflon 11oz Flammable Gas 2 16 OZ 00056 318230 Lube-Sall Kota 16oz Flammable Gas 12 _ 1 LBS 00056 500697 Lube-Sail Kota 6oz Flammable Gas "12 6 OZ .......... .. ..- ._... ... -....._........ ---........... ......... 00056 , 276659 Foam-Sealant Aerosol 12oz Flammable Gas ' 2 12 OZ 00056 194613 Sprayer-Paint W/Bottle Flammable Gas A 24 OZ 00056 199085 Lube-Penetratin 6-56 11oz Flammable Gas'' 12 16 OZ 00056 493817 Luba-Corrosion Block 12oz Flammable Gas 3 12 pZ 00056 ............................. 203034 Startingf-luid-Instant 16oz Flammable Gas 3 00056 6696D4 Polish-Plastic S ra 13oz Flammable Gas 12 16 OZ q _ Flammable Gas 5 1 16 OZ 00056 , 1244805 Lube-Li uid Rollers 25 LBS 00056 113667 Lighter Storm Wind Proof Flammable Gas 7- 4 OZ 00056 26T9q5PjLig0ter-Water lock Top Flammable Gas 2.. 0.1 LB 00056 g.. .... 6 Horn Si nal 'Sports'orts'5,5oz Flammable Gas 11' 2 LBS 00056 281816 Refill-Butane 3oz „ Flammable Gas 1 3 OZ 00056 299246 Fuel-Butane Single Can Flammable Gas 9 1 LBS I00056 385007 Fuel-Lpg Cylinder Disp 16,4oz Flammable Gas 17 2 LBS 00056 4525754 Fuel-L Dis 2Pk 16.4oz ........................._..:._...... Flammable Gas - P®, P,,. 5 32 OZ 00056 202580 Adhesive-MUlti Purp Spray 16oz Flammable Gas 1 0 EA 00056 3732815 Paint-B Trilux Prp-Dry Bk Spr Flammable Gas 6. 0 EA 00056 3732823 Paint-B Trilux Prp-Dry Wh Sp Flammable Gas 6 0 EA 00056 3732872 Primer-Primocon Aerosol __ _ Flammable Gas '. 6 0 EA 0 5436902 Paint-B Transducer Spray Flammable Gas _ 6 0 EA 00056 0056 5566252 Paint-B Outdrive Tin Free Spry Flammable Gas 6 0 EA 00056 6862536 Paint B Trilux Prp,pry Gr Spr Flammable Gas 2 0 EA, 00056 8563538 Paint-B Alumaspray Bk S r Flammable Gas 3. 0 EA 00056 8580805 Solvent-'Ad'hsv/Wax Rmvr Aerosol Flammable Gas _ 1 0 EA 00056 8980526 Pa."'." Gloss Bk Spry - Flammable Gas 6 0 EA 00056 8980534,Palnt En me Chr s BI S Y_... P.ry._.. ............. .. ....Flammable Gas 1., 0 EA 00056 8980542 Paint Engine Phantm Bk Spry Flammable Gas 6 0 EA 00056 8980559 Primer-Zinc Chro mate Ylw Spry Flamma I.ble.Gas 6 0 EA 00056 8980567 Paint-lib Ev Wh '72-'80 Spry Flammable Gas 2. , 0 EA 00056 8980575 Paint-1/0 Volvo Wh S lr Flammable Gas 1 0 EA 00056 8980583I Paint-1/O Ev Ll BI Spry Flammable Gas 2 0 EA 00056 8980591 Primer-Zinc Chromate Grn Spry Flammable Gas 6 0 EA 00056 8980609 Paint-Engine;Volva Grn Spry 'Flammable Gas 1 2,' 0 EA 00056 8980617 Paint-t/O Omc Charc Spry Flammable Gas 6 , ` 0 EA 00056 8980633 Paint-Engine Crusadr BI Spry Flammable Gas 6 . 0 EA 00056 8980658 Palnt-1/0 Clear''Spry Flammable_ Ga_s 6 0 EA 00056 9015447 Paint-I/O Yamah SII WhprY ......__.. ..... 00056 Flamma ble Gas 6 0 EA 9015454 Paint-I/O Ev/John Wh Sp r Flammable.. Gas 6 0 EA 00056 9015462'Paint-1/O Gloss Wh Spry Flammable Gas 6 , 0 EA 00056 m 9015470 Paint-En e Phantm Bk Spry Flammable Gas 6 0 -EA 06D66 9015496 Paint-1/0 Ev Wh'81-Prsnt Spry Flammable Gas 6 -0 1, EA 00056 2/19/2008 Pagel of 8 FROM :Asset Protection WEST MARINE FAX NO. :831 761-6901 Feb. 19 2008 07:20AM P3 Max Unit Unit of Flash Point SKU SKU Descri tlon Haz Class Qt Qty Measure Degrees F Store 9387887 Palnt-B Trllux Prp-Dry Clr Spr Flammable Gas, 6 0 EA 00056 184424iLube-WD40 2oz Flammable Gas'.. 1 0 EA 00056 184432 Lube-WD40 8oz Flammable Gas 13 0 EA 00056 9681438 WD 40 aerosol 3 oz. Flammable Gas 1 0 EA 0005fi 9681446 WD-40 aerosol 8 oz. Flammable Gas 1 0 EA 00058 8669806 Pen®trant-'Freez Off Low VOC Flammable Gas 1 0 EA _....._......_._._......_._......._._............... 00056 1363076 Tire Repair-Fix-A-Flat w/Hose Flammable Gas 1 0 FA 00056 Non-Flammable Gas 2 1 OZ 00056 374225 Rearm Kit-386 3/8in Auto Non-Flammabla Gas 6 1 OZ 00056 5328869 Rearm Kit-38G 1/21n Auto Non-Flammable Gas ' 2 5 LBS 0 ...65..... 6830210 PFp Infl Belt Pack Man Non-Flammable Gas 1 1 OZ 00056 6830244 PFD-Infl 1000 W/Harness Man Non-Flammable Ges 1 1 OZ 5 00056 6830269 PFD-Infl 4000 W/Harness Auto Non-Flammable Gas 1 1 OZ 00058 6830277 PFD-Infl 1000 W/O Harness Men Non-Flammable Gas 6 1 OZ - 00056 6830293 PFD-Infl 4000 W/O Harness Auto Non-Flammable Gas 1 1 OZ 00056 6830772 Rearm Kit-25G 3/8in Man Non-Flammable Gas 1 . 1 OZ 00056 6830780 Rearm Kit-33G 1/2 Man Non-Flammable Gas 6 - 1 OZ 00056 ......................._........................ ......_......._...... ..................... .. ......._.. .......... 6B30798 Rearm Kit-Fits 3000 Models Non Flammable Gas 1 1 I OZ 00056 6830806 Rearm Kit Fits 4000 Models Non-Flammable Gas I ..; 6 1 OZ 00056 6830814 Rearm Kit-Fits Chest Pk Non-Flammable Gas 1 1 LBS 00056 ....._......._.... ................................... . ..................... 6830822 Rearm Kit-Fits 1000 Models Non-Flammable Gas - 11 1 OZ 00056 ....._. .. 6975999 Rearm Kit-24G .. .. Comfort08/Lsling Non-Flammable Gas 1 1 OZ 00056 6997308 Rearm Kit-25G 3/8in Auto Non-Flammable Gas 4 1 OZ 00056 _...... .........-Inf.........................................................ry.:................. ._...............----... ....b a Gas 8 1 OZ 00056 7841679 PFD-Infl Comfort Auto Rd/G y Non-Elam _ 1 4 FD-Infl Comfort Man Rd/Gr Non-Flammable Gas 8 ' 1 OZ 00056 Non-Flammable _ 7841695 PFD-Comfort Infl Blt PkRed/Gry Non-Flammable Gas..... ...1............1.........oz 056 7894686 P.D Infl ChestPk Man Rd/G Non-Flammable Gas 6 1 LBS�Y.......,. _- 00056 1288911 Lltosling-Inflatable COB _ Non-Flammable Gas - 1 1 OZ 00056 5337B6,Horn-Signal 'Supor Sound'1.5oz. Non-Flammable Gas 37 12 OZ 00056 g.._.....__._ ......_ .. .............._..._......_.....__....._,.. ...... . ._...... .. ... mable Gas 11. 4 OZ 00056 3731577 Horn-Si nal West Marine 8oz Non-Elam _ _ _ -- _ 3810876 Refill-Signal Horn Su er Sound Non-Flammable Gas 6 4 07 66656 4397311 Refill-SI nalI.11Horn 8oz Non-Flammable Gas 12 4 OZ 00056 103624 Extln -Mariner 5 Pwc Non-Flammable Gas _2 4 LBS 66666 126219 Exting-Mariner 10 Non Flammable Gas 1.1 .6 LBS 60656 126227 Exting-Mariner 110 Non-Flammable Gas 9l 6 LBS 00056 378663 Exting-Mariner 5 Non-Flammable Gas; 6� 4 LBS 60056 1449735 Exting-Mariner 110 Twin Pack Non-Flammable Gas 12 14 LBS 00056 2668333 Exting-Mariner 5 Twin Pk Non-Flammable Gas 7 8 LBS 00056 8678955 PFD-Infl Comfort Man Cbn/Yel Non-Flammable Gas a 0 E.A 00056 - P bn/Yel Non-Flammable Gas 9 0 E.A 00056 8678963 FD-Infl Comfort Auto C 4476271 Horn-PWC'Aqua Blast' Non-Flammable Gas 31. 0 EA a 00056 367104 Lube-Sail Kote Qt I Flammable Liquids 1 1 QT 24 00056 116684 Repair Klt-Fiberglass Lg s Flammable Liqulds. 6 1 QT 98 00056 110759 Putty-Wood Fill Mahogany 8oz Flammable_t lquids 1 6 OZ -1 00056 110767 Putty-Wood Fill Teak 6oz Flammable Liquids 2 6 OZ 1 00056 Y ........... _........... Resin-Polyester141523 . ,,.inn , t Flammable Liquids 6....... .1 QT 89 00056 141531 Resin-Polyester Surfacing Qt Flammable Li ulds 1 00056 141606 FillernFiberglst Formula 27 Pt Flammable Liquids 6 1. 'QT 00056 Y. . 9Liquids QT ee89 00056 141614 Flller-Flbergls Formula 27 Qt Flammable Liquids 6 . 1 QT 88 00056 250878 Putty-Acrylic Wh Tube 21oz Flammable Liquids 1 21' OZ 63 00056 r 263707 Gelcoat-Paste Pt Flammable Liquids 6 1 QT 89 60056 314064 Solvent-Acetone Qt Flammable Liquids 61 1 QT 0 00056 314676 Gelcoat-White Ga Flammable Liquids 4 1 QT 89 00056 347560 Putty-$urfacing Qt_ Flammable Liquids 1 1 QT 88 66056 347610 Flller-Structural Qt _ Flammable Liquids 6 1 QT 88 00056 348170 Gelcoat-White Qt Flammable Liquid s 1 1 QT 98 00056 2/1912008 Page2 of 8 I FROM :Asset Protection WEST MARINE FAX NO. ':831 761-6901 Feb. 19 2008 07:20AM P4 j Max Unit Unit of Flash Point SKU SKU Des cri tion Haz Class Qt Qty Measur® (Degrees F Store 516237 Resin-Polyester'Boaters'Ga Flammable Liquids 8 1 GAL 98 00056 542613 Gelcoat patclest'h-Whtre*1/2oz Flammable Liquids 15 1 OZ 110 00056 ......uids._. 1 1 P T-TI.. 5845,83,Filler-Vinylesler Prem Qt Flammable Liquids 88 00056 iquide _: 1, 1 PT $8 00056 593774'Mold Release-PVA Alcohol 8oz Flammable Liquids 6; 8 OZ 76 00056 1934454 Repair Kit-Gelcoat Match/Patch Flammable Liquids 4 " 1 QT 88 00056 1937762 Resin-Polyester'Boaters'Qt Flammable Liquids 6. 1 QT 98 00056 4546123 Repair„Kit-Gelcoat Mix-N-Match Flammable Liquids 8 0.5 OZ 88 00056 4759312 Gelcoat Patch-Buff Wht 1/2oz Flammable Liquids 11I 1 Oz. 110 00056. 103731 Thinner Varnish 500M1 Flammable Liquids 6, 1 QT 104 00056 117564 Solvent-Fibergls Wash Qt Flammable Liquids 6� 1 QT 73 00056 117598 Thinner-Spray 216 QI Flammable.Liquids 101 1 QT 81 00056 117929 Remover-Paint/Fbrgls Qt Flammable Liquids 1 1 QT 20 00056 117945 Thinner-Brushing 333 Qt Flammable Liquids 6 1 GAL 149 00056 117960 Thinner-Vinyl-t_ux 355 Qt Flammable Llqulds 2 1 QT 67 00066t ...... ..... 118497 Solvent-Acetone Qt Flammable Llqulds 6 1 QT 0 00056 . . . ........... ................_.............. . ............. 118505 Solvent-Acetone Ga Flammable Liquids 3 1 GAL 0 00056 118521 Thinner-Lacquer Qt Flammable Liquids 1 1 QT 4 . 0.. 0056 118539 Thinner-Paint QI Flammable Liquids 3- 1 QT 10*5 00056 118547 Thinner-Paint Ga Flammable Liquids 1 1 QT 105 00056 129926 Solvent-Alchohl Denatured Ga _Flammable Liquids 1 1 GAL 45 00056 -- q 129934 Solvent-Methyl Ethyl Ketne Qt Flammable Li uids 2 1 QT 21 00056 131120 Primer-Precote Wh Ga Flammable Liquids ' 2 1 QT '100 00056 143433 Paint-B Trinidad SR'BI Qt Flammable Llqulds 11 1 GAL I10 00056 143466 Paint-B Trinidad SR Bk Qt Flammable Llqulds 1; 1 GAL '110 00056 . . .............. . 143474 Paint-B Trinidad SR BI Ga Flammable Liquids 21 1 GAL 110 00056 ...............1. ........... .._....,........ . 143516 Paint,B Trinidad SR Bk Ga Flammable Li uids 2 1 GAL 110 00050 151126 Paint E Gloss Wh Qt Flammable Liquids 1 1 OT 105 00056 154617 Paint-Bilgekote Gry Qt Flammable Liquids 6 1 QT 100 00056 154781 Thin ner-Turpen tine_Qt Flammable Liquids 6 1 QT 91 00056 161984 Thinner-PenatroI/Ot Flammable Liquids 1 1 GAL 125 00056 166553 Remover-Paint/Fbrgls Ga Flammable Liquids 1 5 GAL 20 00056 168633' Thinner-Lacquer Ga Flammable Liqulds :1 . 5 GAL 4 00056 180570 Primor-Epoxy L 6"'Qt Kit Flammable iquids �1 QT t31 00056 .........._...... 195289 Stain-Wood FIII Brn Mahog Pt Flammabl_ - e Liquids 1. 1 GAL 108 00056 195297 Stain-Wood Fill Rd Mahog Pt Flammable Liquids 1 1 QT, 100 00056 195305 Stain Wood FIII Mahog Pt Flammable Liquids 1 1 GAL 106 00056 198259 Paint-E Gloss Wh Ga Flammable Llq-uidS . 2 1QT 105 00056 . .--- -- - 198366 Thinner-Spray 216 Ga Flammable Liquids 4 1 QT 81 00056 198440 Primer-Epoxy Ge Kit 1 . Flammable Liquids 2 1 GAL 81 00056 199291 Paint-E BS Wh Ga Flammable Liquids 2 1 QT 101 00056 199309 Paint-E BS Wh Qt Flammable Liqulds 6 1 QT 101 00056 203679 Thinner-Brush Ease Qt Flammable Liquids 6 1 QT 101 00056 217732 Paint-B Micron Extra Sry 81 Ga 'Flammable Liquids 2 1 ' GAL 83 00056 227553 Solvent-Adhesive Rmvr/Qt i flammable Liquids 61 1 .. QT 52 00056 234534 Primer-(protect 2000 Ga J Flammable Liquids 2 1 GAL 83 00056 249391 Paint-E EZ White Ga Flammable Liquids 21 1 QT 105 00056 249409 Paint-E EZ White Qt Flammable Liquids ...61 „. . 1 QT 105 00056 249466 Paint-E EZ Semi Glss Wh Qt Flammable Liquids, 6 1 QT 105 24 00056 9961:;*1nner-Brushing#12'0 Qt Flammable Liquids 8 1 QT' 53 00056 250175Solvent-Fglass Dawax Ql Flammable Liquids 1 1 'QT 120 00056 259666 m Paint-B Botshild Gn Qt Flamable Li�ulds 6 1 ' GAL 116 110056 259690 Paint-B Botshild Gn Ga _ Flammable Liquids 2 1 GAL' 116 00056 319244 Palnt-B Micron CSC BI Qt Flammable Liquids 6 1 ... 319251 Paint-B Micron CSC BI Ga Flammable Liquids 2 1 GAL- 81 00056 319285'Paint-B Micron CSC Bk Qt Flammable Liquids B QT, 81 00056 319293 Paint-B Micron CSC Bk Ga - Flammable Li ulds 2 1 GAL 81 00056 2119/2008 Page3 of 8 FROM :Asset Protection WEST MARINE FAX NO. 831 761-6901 Feb. 19 2008 07:21AM P5 Max : Unit Unit of Flash Point SKU SKU Description Haz Class Qt Qt Measure De roes F Store 329534 paint-B Botshild Rd at Flammable Liquids 6 1 GAL : 116 D0056 .. .. . 329540 Paint-B Botshild BI Qt Flammable L"iq u i d s 8 1 GAL 116 00056 ... 329559 Palnt B Botshild Bk at Flammable Liquids 6 1 GAL 116 00056 329567 Palnt-B Botshild Rd Ga Flammable Liquids 2 1 GAL 116 00056 329575 Pain Botshild BI Ga Flammable Li quids 3 1 GAL 116 00056 . ........... bi*d' q.._._..... 329583 Paint-B Botshild Bk Ga Flammable Liquids 3i' 1 GAL 116 00056 342154 Solvent-Methyl Ethyl Ketne Ga Flammable Liquids 1 1 GAL 21 00056 348865 Solvent-Brush Cleaner/Qt Flammable Li Yids 1 1 PT 114 00056 348870 Solvent-Mineral Spirits at Flammable Liqulds .. . 2 1 QT 105 00056 406124 Paint E BS Steel Gry at Flammable Liqulds 1 1 GAL 111 00056 g _ -._............ ...... .. . 406163 Paint-E BS Gr'balnBkeBalQtQt Flammable Liqulds 6 1 QT 101 00056 Flammable Liquids 1 : 1 QT 101 00056 406181 Paint-E BS Fire Rd at Flammable Liquids 6 1 QT 100 00056 ... 406199 Paint-E BS Sea Grn Qt Flammable Liquids ',; 6 1 QT 101 00056 406207 Palnt-E BS Dark BI at Flammable Liquids 6 1 Q7 100 66666 406215 Paint E BS Light 61 at Flammable Liquids 2 1 QT 161 00056 406231 Paint-E BS Hatt Off Wh at Flammable Liquids A, 1 QT 101 00056 406249 Peint,E BS Bluglo Wh Ga Flammable Liquids. 1 -1 QT 101 00056 406256 Paint-E BS Bluglo Wh Qt Flammable Liquids 1 1 QT 101 00056 406264 paint-F BS Off Wh at Flammable Liquids 1 1 QT 101 00056 406272 Paint-E BS Bk Qt Flammable Llqulds 1 1 QT 101 00056 406488 Paint-E BS Mathrn Wh at Flammable Liquids „ „.1 1 QT 101 00056 48$999 Thinner-Ablative Ultima Qt Flammable Liquids... 1 1 QT 97 00056 492876 Primer-Precote Wh Qt Flammable Liquids 6 501049 Primer-Precote Gry Qt Flammable Liquids 6' 1-, QT 100 00056 QT 100 0005 63.2028 Paint-E BS Saphr BI Qt Flammable Liquids 6 _ 1 QT 100 00056 532069'Paint E BS M_ed BI at Flammable Liquids 1 1 Q.T 101 0005.6 .. - - - --..._._ 538801 Primer-Metal Under H2O Qt Flammable Liquids 2 1 QT 81.. 00056 538827 Primer-Eas ox Wh ..............._._..yP.....y...........Q1.., ..... Flammable Liquids 6 1 QT 77 00056 553412 Paint-E BS Seatle Gr Qt Flammable..Liquids 6 1 QT 101 00056 - ._,_._..._._..... -.. ..._....._.—_.... 599712 Paint-E BS Largo BI at Flammable Liquids 1 1 QT 100 06656 599720 Paint-E BS Yellow Qt Flammable Ligwds 1 1 QT 101 00056 599738 Paint-E BS Kingst Gr Qt Flammable Liquids 1 1 QT l 100 00056 599753 Paint-E BS Hatt Off Wh Qt Flammable Liquids 8 1 QT 100 00056 .l ... . . . „ Flammable Liquids 1 1 QT 80 00056 _, 1146273 Paint-B Micron Extra BI Ga Flamm able Liquids 2 1 GAL 80 00056 1146158 Paint-B Micron Extra BI Qt F 1146323 Paint-B Micron Extra Grn at Flammable Liquids 1 1 QT 80 00056 1146364 paint-B Micron Extra Grn Ga i Flammable Liquids 2 1 GAL 80 00656 1146562 Paint-B Micron Extra Bk Qt I Flammable Liquids 1 1 Q7 80 00056 056 1146844 Paint B Micron Extra Wh Qt Flammable Liquids 1 1 QT 80 60056 1146869 Palnt-B Micron Extra Wh Ga Flammable Li9 uids 2 1 GAL 80 00056 ..... _ Flammable 2674323 Paint-Interdeck Cre m Liquids 1 1 PT 10 e at Flammable 00056 Liquids _ 1 1 QT .1000 00056 3732765 Paint-Bootop Fire Rd 1/2Pt Flammable Liquids 6 1 ' QT 100 00056 373 2773 Paint-Bootop Bk 1/2Pt Flammable Liquids 6 1 QT 101 00056 3732781 Paint-Bootop Wh 1/2Pt Flammable Liquids 6 1 QT 100 00056 3732864 Painl Interdeck Beige at Flammable Liquids 6 1 QT 100 00056 3734324 Paint-B Trilux 33 BI Qt Flammable Liquids ' 6 .:.._...1 GAL 80 00056 3734365 Palnt-S Trilux 33 Bk at Flammable Liquids 6 1 GAL 80 00056 ... . 3734381 Palnt-B Trilux 33 Wh at Flammable Liquids 1 1 GAL 80 00056 _..._ .: ._.. .. __.. q i 100 00056 3822020 Paint-Bil okota Wh Qf Flammable Liquids 6 1 QT 100 00056 9 q 4506705 Paint-Interdeck Gr.Qt Flammable LI uids 1 1 QT 5437041 Paint-B Btmpro Gold BI Ga Flammable Liquids 2 1 QT 115 00056 5437058 Paint-B Btmpro Gold Bk Ga Flammable Liqulds Z 1 QT 130 00056 5437074 Paint-B Btmpro Gold BI at Flammable Liquids 11 1 QT 115 00056 5437082 Paint-B Btm ro Gold Bk at Flammable Liquids 1 1 QT 130 00056 2119/2008 Page4 of 8 FROM :Asset Protection WEST MARINE FAX NO. :831 761-69011 Feb. 19 2008 07:21'AM P6 Max Unit Unit of Flash Point ' SKU SKU Description Haz Class Qty Oty Measure (Degrees F Store ......_._.._..............__..._g._._...r .. .._........---.......q_.. — .......:.. . .. 00056 5437116 Paint.-F Sea Is Pro Wh Qt Flammable Li wds 8 1 QT 113 1 aint Seagls Pro a Flammable Li uids 2 1 QT 113 00056 5437124 Paint-E Seagls Pro Somig Wh at Flammable Liquids 6 1 QT 115 00056 5437132 Paint-E Seagls OffWh at Flammable Liquids 1 1 QT 1 l3 00050 5437140 primer-Seagls Pro/Qt Flammable Liquids 8 1 QT 112 00056 _.Ia. .........—.... .. 5437165 Paint E Seagls P Fla ro Bk Qt mmable Liquids 1 1 QT 106 00056 5437173 Paint-E Seagls Pro Navy Qt Flammable Llqulds 1 1 QT 106 00056 5437 ........_........_............_...... 207 Thinner-Dewaxer Qt Flammable Liquids „ 12 1 QT 167 00056 6t362304 Paint•Perfecl Med Wh at Kit Flammable Liquids 6 1 GAL 117 00056 68G2312 paint-Perfect Off Wh at Kit Flammable LI ulds 1 11 GAL 117 00056 6862338 Paint-Perfect Matt Wh at Kit Flammable Liquids' 1 1 QT 105 00056 6662301 Paint-Perfect Snow WhiQt_Kit Flammable liquids 6 1 GAL 117 00056 6862411`Palnt-Porfacl Cream Qt Kit Flammable Liquids 1 1 GAL 117 00056 6862569 Primer-(protect 2000 Wh Ga Flammable Liquids 2 1 QT bb 66656 6862577 Primer-Iprotect Kit Wh Qt Flammable Liquids 11 1 . . .QT 80 00056 6886089 Paint-Nonskid Wh/Qt Flammable Liquids 1 , 1 GAL ! 113 00056 6886097.Paint-Nonskid Gry at _ Flammable Llqulds 1 11 GAL 113 00056 6886105 Paint-Nonskid Wh/Ga Flammable Llqulds 1 1'' GAL 113 00056 6886113 Paint-Nonskid Gry Ga Flammable Liquids .2 1 GAL 113 00056 ' 6886121 Paint-Nonskid Off Wh Ga Flammable 'Liquids' • 1 1 GAL 113 00056 6886139 Paint-Nonskid Off Wh at Flammable Liquids 2 1 GAL 113 66656 6886154 Paint-B Vivid Bk at Flammable Liquids 1 1 GAL 110 00056 6886170 Paint-B Vivid Wh at Flammable Liquids 1 1 GAL 110 00056 q..... .. .' 1 GA L 80 00056 7585326 Paint-B F'CA BI Ga Flammable Li uids .3 1 GAL E30 00056 t - Liquid 7585367 Paint-8 PCA Bk Ga Flammable Liquids l 1 3 1 . GAI_. E)0 00056 7585375 Paint-B PCA Bk at Flammable Liquids 1 1 GAL 80 00056 7810351 paint-B FGBk Act-Irgarl Gr Ga Flammable Liquids 2 . - 1 GAL 86 00056 7810369 Paint-B FGBk Act-Irgarl Gr Qt Flammable Liquids 1 1 1 GAL 60 00056 7816377" paint-B FGBk Act-Irgarl BI Ga Flammable Liquids, 2 1 GAL 80 00056 i 7810385 Paint-B FGBk Act-Irgarl BI at Flammable Liquids 6 T GAL 80 00056 7810419 Paint-B FGBk Act-Irgarl Bk Ga Flammable Liquids 2 1 GAL 80 .00056 7810427 Paint-B FGBk Act-Irgarl Bk at Flammable Liquids 6 1 GAL 80 00066 7810443 Paint-B FGBk Irgarl BI Ga Flammable Liquids 2 1 GAL 80 00056 7810450 Paint B FGBk-Irgarl BI Qt Flammable Liquids. 6 1 GAL 80 00056 781046E Parnl-B FGBk Irgarl Bk Ga Flammable Liquids 2 1 GAL 80 00056 7810476 Paint-B FGBk Irgarl Bk Qt Flammable Liquids 1 1 GAL 1j6 00056 364267.Adhesive-Marine Go op'-3.7oz Flammable Liquids 3 3 OZ 55 00056 110973 teak"oil-'Deks Olje'Matt at Flammable Liquids 6 1 GAL 130 00056 117499 Sealer-Wood 'Inter-Prime'Qt Flammable Liquids 6 1 QT '80 00056 136861 Varnlsh-Captalns Pt Flammable Liquids 6 1 QT 102 00056 136879 Varnish-Captains at Flammable qble Liquids 10 , 1 QT 102 00056 143334 Teakoil-Teak/Q.t Flam mable Li uids 1 1 GAL 1 1.24 00056 .-._....�.. 154401 Varnish-Goldspar Satin Pt Flammable Liquids 2 1 QT 100 00056 .. 154419 Varnish-Goldspar Satin at Flammable Llqulds 8 1 QT 100 00056 154476 Varnish-Jet Speed at" Flammable Liquids 1 1 QT 100 00056 87 1619 Soalor-Cotol Satin Ga Flammable Liquids I 1. 1 QT 104 00056 195271 Varnish-Captains Ga Flammable Liquids 1 1 QT 102 00056 ......................._.. 202242 Varnish-Schooner at Flammable Liquids 6 1 QT 101 00056 243933 Sealer-Cotol Gloss at Flammable Li uids 6 1 GAL 109 00056 250134 Sealer-Wood Clear Qt Flammable Liquids 6 1 QT _ 64 00056 351015 Varnish-High Gloss 500MI Flammable Liquids 6 1 QT 104 00056 351023 Varnish-High Gloss 1000MI Flammable Liquids 6 1 QT 104 00056 ......._.........---._._.._......... .. . 351049 Varnish-Rubbed Effect 1000MI Flammable Liquids 1 1 QT 104 00056 351056 Varnish-Wood Finish Glss 100MI Flammable Liquids 6 1 QT 164 06056 351064 Varnish-Wood Finish Matt 100MI Flammable Liquids 11 1 QT 104 00056 __........._..—.._.......... . 382499 Varnish-Fla shi Qt Flammable Liquids 6 1 QT 102 00056 2119/2000 Pages of 8 • NY I _ FRAM :Asset Protection WEST MARINE FAX NO. :831 761 6901 Feb. 19 2008 07:22RM P7 SKUMax Unit Unit of Flash Point _SKU Description �Hazi' Class Qt Qt Measure pe rees F Store 382515 Varnish-Flegshlp Ga Flammable Liquids 1 1 QT 102 00056 463604 Teakoil-Tropic Natr%32oz Q........ _ . -- --.. _..... Flammable Liquids 1 1.. QT 113 00056 492991.Teakoil-Gold/Pt Flamrnabla Liquids 3 1 OZ 104 00056 493607 Teakoil-Gold/Qt - Flammable Liquids 1 1 Oz 104 00056 539106,Sealer-Cetol Satin Qf -" - . Flammable'Liquids 11 1 QT 104 00056 ............ .. 539130 Varnish•Golds ar Clear Qt ----..-....-. P Flammable Liquids 6 1 QT 101 00056 539205.Teakoii-Classic/28oz Flammable Liquids' 1I 1 QT 113 579980 Sealer-Cetol Light Satin Ot g ....._......... _- . __...Flammable Li Liquids 6 1 00056 -.._ . q._...- QT 105 00056 5437199.Varnish-Admirals/Qt " ' Flammable Liquids 6' 1 QT 107 686250 tI'Var'nis*h- e koll-Prem 16oz 00056 Flammable Liquids 6 1... QT 80 00056 7833916 5 Star HI Glss Qt Flammable LI ulds 6 1 �T 100 00056 8666026 Sealer-Cetol Natural Teak-Qt - -- _.... __ __Flammable Liquids 11 1 . GAL 111 00056 115878 Protectant-H20 Prf 22oz ..._ Flammable Liquids .:..... ,1 1 PT 118 00056 146599 Protectant Waterproof Ga Flammable Liquids 5 1 PT '118 00056 153226 Cleaner-Vin 115oz .-._..alb Y Flammable Llqulds 6.. 1 PT 135 00056 185977 Protectant-Fabric Guard 16oz Flammable Liquids 12 1 GAL 137 00056 245019 Polish-Metal 12oz - - ' Flammable Li ulds' 12 1 GAL 107 0005 364135 Cleaner-Black Streak Rem 24oz Flammable Liquids 16 1 PT 100 00056 58551 Protectant-Fabric Guard 32oz Flammable Liquids 2 4 L 122 00056 _. 126765 Pol..tec ish-Premium W/PTEF Qt Flammable Liquids i 12 1 PT 127 00056 437707iPolish-Premium W/PTEF Pt Flammable Liquids 6 1 PT 127 00056. p... ... .................9....t. .. .y .. . q..._... :... .-... 1 GAL.. 107 00056 492546 Com nd-Color Restoror HD Pt Flammable Liuids 4 1 P 569494 Com nd-Rubbin S r Dt Pt Flammable Liquids 6 T 133 00056 1176429 Polish-W/PTCF Pt Flammable Liquids 12; 1 PT 138 00056 1176460 Polish-W/P I.TEF 1.Qt Flammable Liquids 3 1 QT 166 00056 7628536.. ax-ScotchGard Liquid 500ML Flammable Liquids -1 1( GAL 1; 66 00056 478 Cleaner/Wax-Pram - 500m1 Flammable Liquids 6 1 OT 110 00056 7828544 Wax-Liquid'Scotchgard' Liter Flammable LI uids 6 1 QT 110 00056 7828569 Com nd-Colo _._......... ..__....e*L Q _._ .... ..._ . _p.... r Restorer 500MI Flammable Liquids 6 1 OZ 135 00056 518696 Addty-Dsl Biobor-JF 16oz. Flammable Liquids 12 1.... PT 102 00056 7828627 Skin Care-Crack Care Nexcare Flammable Liquids y 2 1 PT 7 00056 139784 RepairKit-Inflat Seam Seal Flammable Liquids 3 1 Oz 88 00056 _.... q •...... .. ... . 349202 Adhesive-Inflat H alon 1Prt Flammable Li uids 1 1 PT 115 00056 348998 Liquid Rubber-2 Part Sk Qt Flammable Li quids 1 .. YP 1 PT 73 00056 405169 RepairKit Inflat PVC WlPatch Flammable Liquids 7 1 Oz 64 00056 y.. 64 00056 406769 RepairKit-Inflat To s-Alrs®al Flammable Liquid 3 1 OZ 413560 LI uid Rubber-2 Part Wh Qt Flammable Liquids 1 1 PT 110 00056 418311 Repair Kit-Inflat Spare Parts Flammable Liquids 3 4 OZ 70 00056 464420 Adhesive-Inflat PVC 2Prt Flammable Liquids 1 1 PT 7 00056 464438 Adhesive-Inflat Hypalon 2Prt Flammable Liquids 1 8 OZ 4 00056 492556 Adhesive-Inflat PVC 1 Prt Flammable Liquids 2 1 PT 73 0005 6 185340 Fuel-Stove Alcohl Prem Ga Flammable_ Liquids 5 1 GAL 59 00056 185357 Fuel-Stove Alcohl Prem Qt Flamm ..... -„_.-- __- _ able Liquids 6 1 GAL 59 ! 00056 � 403164 Adhesive-Vinyl Repair Flammable Liquids 3 1.5 OZ 0 I 00056 .. 544189 Rope Dip-Flexible Wh 4oz Flammable Liquids 2 1 EA 60 00056 544197 Rope Dip.-Flexible Clr 4oz Flammable Llqulds 2 1 EA 60 00056 4546123 Repair Kit-Gelcoat Mix-N-Match Flammable Liquids 8 0,5 EA 88 00056 8590820 Adhesive-Goop Sprt&Outdr 3.7oz flammable Liquids 3 0 EA 45 00056 ........... ...... ............... .. 159277Primer-Metal Vylx Qt Kit Flammable Llqulds 1- 1 K7 55 00056 _ ... . 234542;Primer-Barrier Coat2000 Qt Flammable Liquids 1 1 KT 83 00056 1371749 Paint-B Ultlma SR BI Ga Flammable Liquids 2 1 GA 95 00056 1371764 Paint B Ultlma SR BL4t Flammable Liquids i 1 , QT 95 - 0066 1371822 Parnt-B Ultlma SR Bk a G Flammable Liquids 1 1 GA 95- 00056 13718551Paint B Ultlma SR Bk Qt Flammable Liquids 1 1 QT 95 00056 3821485 Primer-No Sand Qt Flammable Liquids 61 0 QT 57 00056 5436894 Paint-B Vivid Wh Ga Flammable Liquids 2 0 GA 84 0005C 5436928 Paint-B Cpp Plus BI Ga Flammable Li uids 3 '61 GA 1 80 66656 2/19/2008 Page6 of 8 I FROM :Asset Protection WEST MARINE FAX NO. :031 761-6901 Feb. 19 2008 07:23AM P8 Max Unit Unit of Flash Point SKU SKU Description Hai Class Qt Qt Measure De rasa F Store 5436936 Paint-B C Plus Bk GaLiquids__ 80 00056 _... 3 0 GA __.. �436944 Paint-B CPp plus Rd Ga Flammable Liquids 2 0 GA 80 00056 5436951 paint-B C Plus BI Qt _....... __._.... Flammable Ligwds 6 0 QT 80 - 5436969 Paint-- C Plus Bk(at -' ' P_P.... --.-...-„. Flammable Li uids 6 0 00058 q _ QT 80 00056 5917703 Painl-B Vlvld Bk Ga Flammable Li Liquids 1 0 GA 110 00056 9346735 Paint B VividFree Wh Ge q - Flammable Li uids 1 0 GA 9346743 Paint-B VividFree BI Ga - - - -'- q..... 84 00056 . F_I_ammable Li ulds 9 0 GA _ 9.. .- . 84 00056 9346750 Paint-B VividFree Bk Ga Flammable Liquids.. 1 , 0 GA 84 00056 7833908 Sealer-Woodpro Pis Prem Qt Flammable Liquids 2 1 QT 97 00056 8632184 Teakoil-Pram 1 Ltr - ' IFlammable Liquids 8 0 EA 107 00056 i 52038 Protectant H2O Prf 1N%Tefl 22oz Flammable Liquids 12 p. 0 EA 100 00056 163396 Polish Metal Chrome & SS 8oz Flammable Liquids 12 0 EA I 138 00056 _. .. 9368069 Decal Removal-Sticker-Off Flammable Liquids 2 0 EA 115 00056 Flammable 7797301 Sunscreen-SPF30 Spray 6oz Flammable Liquids 4 " 0 EA 55 00056 544171 Tape-Liquid Electrical 4oz Bk Flammable Liquids 17 1 EA .-..._ ........._ 60 00056 316463IWax-Paste'Trewax' 12oz flammable Solids 12 `12 OZ 00056 3742244 Hoadchem-Dry 6-2oz Packets Flammable_ Solids, 6 12 OZ 00056 ..................... 1170455 Headchem-'Odorlos'68oz 0 x I d lie'-' "•'' N 0 EA 1170570 Headchem-'Odorlos'40oz Oxidizer 13 0A 00056 1170687 Headchem-'Odorlos' 16Pk - ._.._—' Oxidizer 5 ` 0 EA 000 159111 Hardener-Resin Pol For Qt Or anic Peroxide 5 1 OZ _.....-....__ ....... .. y.... ......_... ... ... ..... . g ... 00056 203414 Hardener-Resin Poly For Ga Organic Peroxide 3 2 OZ 00056 405456 Hardener Resin 4oz Or anic Peroxide 2 . 4 OZ 6 .. Cream 37454601Gelcoat-Finish Qt OrA erne P id' 6 1 QT 00056 3745478 Gelcoal-Finish PI .........._.arox Organic Peroxide 6 1 " PT 00056 4546123 Repair Kit-Gelcoat Mix-N-Match Organic Peroxide 8 0.5 EA 00056 244913 Cleaner Teak Oxalic Acld Pt Poison 12 1 PT 00056 361800 Adhesive-Drive Bellows _. ...... Poison 1 _ 8 OZ 00056 133876 Putty'Marine-Tex'Wh 14oz Corrosive 18 `. 14 OZ . 00056 133884 Putty 'Marine-Tex'Wh 2oz Corrosive 30 2 OZ 00056 _ ....._..---..._..-._- ._2.. .. .. 133892 Sealant-Epoxy 'Gluvil'Qt Corrosive 1 1 QT 00056 " ... _.... ... . .. y Gr 2oz Corrosive 4 2 OZ 00058 153700 Putt -'Marine-Tex' .. Y 1537 1111 Putty-'Marine-Tex �ry 14oz Corrosive 2 14 •OZ 00056 243883 1 Hardener-Resin 'A'ExSlow.66Pt Corrosive 1 1 QT 00056 318329 Res nKt-Hand ,Pack Re 6KPt Corrosive 8 1 QT 00056 Corrosive 0.44 PT 00056 3'163661 Hardener-Rosin A Fast .44Pt Corrosive 10 0.44 PT 00 056 318378 1 Hardener-Resin 'B' Fast .86Qt Corrosive 9 1 QT 00056 318386 Hardener-Resin 'A' Slow .44Pt Corrosive 10 1 QT 00056 318394 Hardener-Resin 'B Slow .86Qt Corrosive 8 1 QT 00056 372920 Hardener-Resin 'B'Spec ,33Ga Corrosive 4... 1 QT 00056 372953 Hardener-Resin 'B' ExSlow,33Ga Corrosive 1 1 QT 00056 382036 Resin-Repair Packets (6) Corrosive 5 0.44 PT 00056 - 3761699 Epoxy-Penetrating 16oz Corrosive 6 1 OT 00056..... _ 3761707 Epoxy-Penetrating 32oz Corrosive 1 .1 OT 00056 3761715 Epoxy-Penetrating 4oz „ Corrosive 6 1 QT 00056 6871479 Sealant-'Coat-IY 2prt kit 21b Corrosive 1 1 QT 00056 152087 Metal Prep-'RustGone' Pt Corrosive 3 1 QT 0005.6 406831 Primer-Rust Lock Ga Corrosive[ 1 .1 C1T ; 60056 408849 Primer-Rust Lock Qt Corrosive 1 1....... QT 00056 140426 Cleaner-Teak Teka 2Q1 Kit Corrosive 1 2 QT 00056 143318 Cleaner-Teak/61 Corrosive 5 1 `E _PT' 00056 143326 Britener-Teak/Qt Corrosive 1 1 PT 00056 154658 Cleaner-Teak Teka 2Ga Kit Corrosive 1'' 21.2 GAL 06656 276055 Cleaner-Teak Wmp 2Pt Kit Corrosive 1 2 GAL 00056 276063 Cleaner-Teak Wmp 2Qt Kit Corrosive 1 2 : GAL 0605s 276071 Cleaner-Teak Wmp 2Ga Kit Corrosive 3 2 GAL 00056 2/19/2008 Pape?of 8 FROM :Asset Protection WEST MARINE FAX MO. :831 761-6901 Feb. 19 2008 07:23AM P9 Max Unit Unit of j Flash Point SKU• SKU Description Haa Class Qt Qt Measure (Degrees F Store 364085 Teakcln/011-2 Prt/Qt Corrosive 1 1 QT 00056 364093 Teakcln/Oil-2 Prt/Pt Corrosive 61 QT 00056 364101 Cleaner Teak 1Step/Pt Corrosive 3 1 QT 00056 386021 Teak Care Kit-Complete Pt i Corrosive 6 3 PT 00056 408880 Cleaner-Teak Wm Par18/Qt . ........ P,_ I Corrosive 1 1 QT 00056 492595 Cleaner-Teak 1Step/Qt Corrosive 4 1 QT . 1. . 1. 1......... , 00058 126823 Cleaner-Rust Stain Remvr 22oz Corrosive 12 22 Oz 00056 127979jCleai.ner-Hull 'On&Off Ga Corrosive 5� 1 GAL 00056 127987 Cleaner-AII Purp Spray Away Qt Corrosive 1-3 1 QT 00056 .. 152061 Cleaner-Rust'Stain sAway'24oz Corrosivel 12 1 QT. .. . I I 319343 Cleaner-Hull Instant'Ot Corrosive 6 1 QT 00056 406520 .. ............................. ....._..'.......:. ......:... 00056 303750 Batt AGM118Ah PWC07 Corrosive 2 "70........B5... 00056 1196641 Batt-Starling M4 (24) Corrosive 3 45 LBS . 00056 1196666 Batt-Starting M5 (24) Corrosive 5 '45 LBS 00056 ......._............._................. 1196708'Batt-Starting M6 4 . „g 2 , „, .�., .), , Corrosive 4 � 45 LBS 00056 1231000 Batf-Dual Purp 65Ah/650MCA(24) Corrosive 6 45 LBS 00056 1231059 Batt-Dual Purp 80A045MCA(27) Corrosive '4I 45 LBS 00056 1231063 Batt-Dual Purp 12V(8-D) Corroslvel 1 45 LBS 00056 1231109 Batt Deep Cycle 500CCA(24) Corroslve' 5 45 LBS 00050 1231133 Batt Deep Cycle 575CCA(27) Corrosive 4 45 LBS 00056 1231158 Batt-Deop Cycle 350CCA(31) Corrosive 2 45: LBS 00056 1231307 Batt-Deep Cycle 6V Corrosive 1 451 LBS 00056 1231422 Batt•AGM 105Ah (31) Corrosive 2 70 LBS 00056 2347676 Batt-Starting M7 (24) Corrosive 4 45 LBS 00056 6826739 Lite-Spot 3Myi C Roch -- ......... rrosive - 1 5406434 Power Su I Jum start Elite' . Corrosive 4 70 LBS 00056 p. .... .... 70 LBS 00056 6826747 Lite-Spot 2Mill Cp Rech Corroslve - 5 70 LBS 00056 ............ 6826788 Battery-Rechargbl Spot Lite .,Corrosive 1 70 LBS 00056 .................. .. 7907546 Lite-Spot.1 Mill Cp Rechargble Corrosive 3 70 LBS 00056 3742210 Headchem•L.iquid 32oz Corrosive ' 6 3.2 OZ 00056 3742236 Headchem-Liquid 86z 2Pk Corroslve 6 , 8 Oz 00056 3742251 Headchem-Liquld 8oz 6Pk Corrosive 6 8 OZ 000505 1.6 3742269 eadchem-Li uid Ga Corrosi 105155 Epoxy-Pen et ating'GitRot'1 Goz Corrosive 1 16 KT 00056 ve 4 • 1 GAL 0 105163 Epoxy-Penstrating 'GitRot'4oz Corrosive 1 16 EA 00056 P... . p . ....... ............................ 68714531E oxy-Re Kit Marine Fix 2oz Corrosive 3 0 EA 00056 1.6871461 Epoxy-RepKit'Marine Fix'4oz Corrosive 1 0 EA 00056 6885834 Adhesive-Epoxy Flexible (2pt) Corrosive 4 0 EA 00056 5615562 Resin-Epiglass Fst Cure Qt Kit Corrosive 1 0, KT 00056 126849 Cleaner-Mildew Stain ......................... 2669380 Cleaner-Bottom'ETon Ezoff32oz Corrosive 12 e 0 EA 00056 Rem 20oz Corrosiv 0 EA ! 00056 8466468 Cleaner-Hull 'On&Off Gel,Qt Corrosive 12 0.25 QT 00056 277764 Magnet-Lifting PVC Coated Mlsce.11aneous 1 3 LBS 00056 ... 105155 Epoxy-Penetrating 'GitRot'16oz Miscellaneous 1 16 KT 00056 .. .._......._. 105163 E ox -Penetratin 'GltRot'4oz Miscellaneous 1 16 EA 00056 {o r. 2/19/2608 Page8 of 8 °p[NE ti Town of Barnstable • sMWnABM 9 MASS. g s639• Board of Health ♦0 AtFD�AAr A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. February 26, 2004 Mr. Stuart Bornstein Holly Management& Supply Corporation 297 North Street Hyannis, MA 02601. txtension,�o ffTmi to C �Ct Bui ding of blocs wer ' w, ' � €, �e lmouthRd;Hnh� Ciossug Dear Ms. Bornstein: You are granted an extension of time,until June 1, 2004,to connect your building located at the above referenced parcel location to public sewer. Your original request for an exemption from connecting the building at Hyannis Crossing to town sewer is denied. Recall that in April of 2000, you were granted a variance to install a temporary septic system at this parcel. This permission was granted with a condition that the building shall be connected to public sewer when it became available. Now that a public sewer line is available in the street directly in front of this building, you are obligated to connect the building to the sewer line per Massachusetts General Law Chapter 83 Section 11. Sinc rely you , a Miller, M.D. C an Board of Health Town of Barnstable Q:Health/WP/.BomsteinHyannisCrossing k h ' i THE Town of Barnstable MANSTAMASS. Board of Health 059' ♦0 ArFD MA'S A 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 30, 2004 Mr. Stuart Bornstein Holly Management& Supply Corporation 297 North Street Hyannis, MA 02601 Dear Mr. Bornstein: On Tuesday January 20, 2004, the Board of Health held a public meeting to discuss various variance requests received. Your variance request regarding the above referenced matter was scheduled on that agenda; however you were not present. Therefore, your request was postponed to the next Board of Health meeting which is scheduled to be held on Tuesday February 17, 2004 at 7:00 p.m. at the Town Hall second floor Hearing Room. We hope that you will be available to attend the next meeting. If not, please communicate to us in writing (via mail or facsimile #508 790-6304) to request a continuance. Sin rely yours a Miller, M.D. Chai an Board of Health . s sewerV ari anceBornstein2 HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis,Massachusetts 02601 (508)775-9316 FAX(508)775-6526 December 3, 2003 Thomas A. McKean,Director Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Re: Hyannis Crossing, 276 Falmouth Rd., Hyannis Map &Parcel,293-031 Dear Mr. McKean: In response to your Notice directing us to connect the referenced property to public sewer, we are requesting an exemption. When our building was completed your sewer line was not ready. In fact, we were asked as a favor, at that time, not to hook up down the street because that line was very fragile. Therefore, we went ahead and put in a"state of the art" septic system. Now that the Town septic is ready, you are asking us to pay for a hookup. We would like a hearing on this matter in order to get it resolved. Please advise. Thank you! Kindly, t Stuart A. Bornstein SAB:jk THE TOWN OF BARNSTABLE HEALTH INSPECTOR�s IPage: ` Establishment Name: Date: / of OFFICE HOURS: Pu C-`HEA VISION • 8:00-9:30 A.M. I. e,►e�ne. _ MAIN STREET 3:30-4.30 P.M. MON.-FRI. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION DateVenfied HYANNIS,MA02601 o � 508-862-4644 No. Reference R-Redltem PLEASE PRINT CLEARLY Ir C� ' Name Date Tvpe of Type of Inspection Operation(s) Routine Address Risk Food Service Re-inspection .,�.. _ _ _ i Level Retail Previous Inspection Telephone Residential Kitchen Date: - Mobile Pre-operation rym, (A " Owner HACCP Y/N Temporary Suspect ect Illness Caterer General Complaint - Person in Charge (PIC) Time Bed & Breakfast HACCP ;A •�• In: ;dJ Other V - 09 Inspector - S Each violation checked requires an explanation on the narrative page(s) and a ci ation of specific provision(s) violated. Tobacco ' ns Related Foodborne Illness Interventions and Risk-Factors Red Items Anti-Choking i tro to lions marked may pose an imminent health hazard and require immediate corrective 590.009(E) ❑ 590.009(F) ❑ Action as determined by the Board of Health. FOOD PROTECTION MANAGEMENT ❑ 12. Prevention of Contamination from Hands ❑ 1. PIC Assigned/Knowledgeable/Duties ❑ 13. Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2. Reporting of Diseases by Food Employees and PIC ❑ 14. Approved Food or Color Additives ❑ 3. Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals a FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑ 4. Food and Water from Approved Source ❑ 16. Cooking Temperatures ❑ 5. Receiving/Condition ❑ 17. Reheating ❑ 6. Tags/Records/Accuracy of Ingredient Statements ❑ 18. Cooling i ❑ 7. Conformance with Approved Procedures/HACCP Plans ❑ 19. Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20. Time Asa Public Health Control ❑ 8. Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9. Food Contact Surfaces Cleaning and Sanitizing ❑ 21. Food and Food Preparation for HSP ❑ 10. Proper Adequate Handwashing ❑ 11.Good Hygienic Practices CONSUMER ADVISORY I ❑ 22. Posting of Consumer Advisories + AMations Related to Good Retail Practices (Blue Items) I(C)violations marked must be corrected immediately. Non- Total Number of Critical Violations blue&red items) critical N violations must be corrected immediately or ( . O Y within 90 days as determined by the Board of Health. Overall Rating ' - Corrective Action Required: ❑ No ❑ Yes l C N 23.Management and Personnel (FC--2)(590.003) Official Order for Correction: Based on an inspection today,the items checked indicate violations of 105 CMR 590.000/federal Food Code. . ❑Voluntary Compliance ❑ Employee Restriction/Exclusion ❑Re-inspection Scheduled ❑ Emergency Suspension j 24.Food and Food Protection (Fc 3)(sso.00a) This report,when signed below by a Board of Health member or its 25. Equipment and Utensils (FC-4)(590.005) agent constitutes an order of the Board of Health. Failure to correct 26.Water,Plumbing and Waste (FC-5)(590.006) violations cited in this report may result in sus-pension or revocation of ❑Embargo ❑ Emergency Closure ❑Voluntary Disposal ❑Other: 27. Physical Facility (FC-6)(590.007) the food establishment permit and ces-sation of food establishment operations. If aggrieved by this order,you have a right to a hearing. A= Zero critical violations and no more than anon-critical violations. F= 3 or more critical violations. If no critical violations observed, 28. Poisonous or Toxic Materials (FC-7)(590.008) 9 or more non-critical violations= F. Your request must be in writing and submitted to the Board of Health at B= One critical violation and less than 4 non-criti 29.Special Requirements (sso.00s) cal violations. the above address within 10 days of receipt of this order. If no critical violations observed, 4 to 6 non-critical violations= B. Seriously Critical Violation = F is scored automatically if no hot water, 30. Other ;C= 2 critical viol ' ns a d ess than 4 non-critical. If no critical violations sewage back-up, infestation of rodents or insects, lack of refrigeration, or DATE OF RE-INSPECTION: no PIC or alternate PIC present. observed, 7 to 8 0 -cr'ical violatio =C. Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered? Y N Inspector's ,ig ur (� Print: #Seats Observed Frozen Dessert Machines: Outside Dining Y N " Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y 'PIC's si§Qure Print: J Violations Related to Foodbome//Oess • • 3-501.14 C PHFs Received at Temperatures( ) p es IntervenSons and Risk Factors(Red Items 1-22) Violations Related to Foodbome Illness Interventions and Risk According to Law Cooled to PROTECTION FROM CONTAMINATION Factors(Red Items 1-22) (Cont.) 41°F/45°F Within 4 Hours. FOOD PROTECTION MANAGEMENT 8 Cross-contamination PROTECTION FROM CHEMICALS 3-501.15 Cooling Methods for PIiFs 1 590.003 A Assignment of R 3-302.11(Ax1) Raw Animal Foods Separated from 19 PHF Hot and Cold Holding 590.003 Demonstration of Knowledge* Cooked and RTE Foods* 14 Food or Color Additives 2-103.11 Person in charge-duties Contamination from Raw Ingredients 3-202.12 Additives* 3-50l A 6(B) Cold PHFs Maintained at or below 3-302.11(Ax2) Raw Animal Foods Separated from Each 3-302.14 Protection from Unapproved Additives* 590.004(F) 41°/45°F* EMPLOYEE HEALTH Other' 15 Poisonous or Toxic Substances 3-501.16(A) Hot PHFs Maintained at or above Contamination from the Environment 7-101.11 Identifying Information-Original 140sts 2 590.003(C) Responsibility of the person in charge to fY g g require reporting by food employees and 3-302.11 A Food Protection* Containers* 3-SU 1.16(A) Roasts Held at or above 130°F. applicants* 3-302.15 Washing Fruits and Vegetables 7-102.1 1 Common Name-Working Containers* 20 Time as a Public Health Control 590.003(F) Responsibility Of Food Employee Or An 3-304.11 Food Contact with Equipment and 7-201.1 I Separation-Storage* 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Utensils* 7-202.1 1 Restriction-Presence and Use* 590.004(li) Variance Requirement Charge* Contamination Iran the Consumer 7-202.12 Conditions of Use* 590.003 G R in by Person in Charge* 3-306.14 A B Returned Food and Reservice of Food* 7-203.1 1 Toxic Containers-Prohibitions* REQUIREMENTS FOR HIGHLY SUSCEPTIBLE 3 590.003 D Exclusions and Restrictions' Disposition of Adulterated or Contaminated 7-204.11 Sanitizers,Criteria-Chemicals* POPULATIONS(HSP) 590.00 Removal of Exclusions and Restrictions Food 7-204.12 Chemicals for Washing Produce,Criteria* 21 3-801.11(A) Unpasteurized Pre-packaged Juices and 3-701.11 Discarding or Reconditioning Unsafe 7-204.14 Drying Agents,Criteria* Beverages with Warning Labels* FOOD FROM APPROVED SOURCE Food* 7-205.11 Incidental Food Contact,Lubricants* 3-801.11(B) Use of Pasteurized Eggs* 4' Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.1 1 Restricted Use Pesticides,Criteria* 3-801.1 I(D) Raw or Partially Cooked Animal Food and 590.004 A-B Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7-206.12 Rodent Bait Stations* Raw Seed Sprouts Not Served.* 3-201.12 Food in a lermetically Sealed Container* Sanitization Temperatures* 7-206.13 Tracking Powders,Pest Control and 3-801.1 1(C) Unopened Food Package Not Re-served. 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-202.13 Shell Eggs* Sanitization Temperatures* CONSUMER ADVISORY 4-501.114 Chemical Sanitization-temp., H, 22 3-603.1 1 Consumer Advisory Posted for Consumption of 3-202.14 Eggs and Milk Products,Pasteurized* p TIME/TEMPERATURE CONTROLS ry p Animal Foods That are Raw,Undercooked or 3-202.16 Ice Made From Potable concentration and hardness.*Water* 16 Proper Cooking Temperatures for 4-i01.11(A) Equipment Food Contact Surfaces and PHFs Not Otherwise Processed to Eliminate S-101.11 Water from an Approved System* Utensils Clean' 3-401.I lA(1)(2) Eggs- 155°F IS Sec. Pathogens.* M"" 590. A Bottled Drinking Water* 4-602.11 Cleaning Frequency of Equipment Food- * 3-302.13 Pasteurized Eggs Substitute for Raw Shell Eggs* 590. Water Meets Standards in 310 CUR 22.0' Contact Surfaces and Utensils* Eggs-Immediate Service 145°F I Ssec 3-401.1 I A 2 Shelrish and Fish From an Approved Source 4-702.11 Frequency of Sanitization of Utensils and ( )( ) Comminuted Fish,Meats&Game � y Animals-155°F IS sec.* SPECIAL REQUIREMENTS 3-201.14 Fish and Recreationally Caught Molluscan Food Contact Surfaces of Equipment* 590.009(A)-(D) Violations of Section 590.009(A)-(D)in Shellfish' 3-401.1l(B)(1)(2) Pork and Beef Roast-130°F 121 min* 4-703.11 Methods of Sanitization-Hot Water and catering,mobile food,temporary and 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* 3-401.1 1(A)(2) Ratites,Injected Meats-155°F 15 sec. Sources* . residential kitchen operations should be Adequate Hartdwashi debited under the appropriate sections Game and Wild Mushrooms Approved by 10 ��r'Adeq � , 3-401.I I(A)(3) Poultry,Wild Game,Stuffed PHFs, Regulatory Auth 2-301.11 Clean Condition-Hands and Arms 3-202.4( ShellWild us Identification Present 2-301.12 Cl Procedure* Stuffing Containing Fish,Meat, above if related to foodborne illness * Poultry or Ratites- I5 sec.• interventions and risk factors. Other 3-2 C Wild Mushrooms* 2-301.14 When to Wash ry 590.009 violations relating to good retail * it Good Hygienk practices 3-401.1 I(C)(3) Whole-muscle,Intact Beef Steaks S g 3-201.17 Game Animals 145°F* practices should be debited under 429- 5 Recelving/Conditlon 21101.1] Eating, i or UsingTobacco 3-202.11 PHFs Received at Pr Temperatures* 2401.12 Discharges From the Eyes,Nose and 3-401.12 Raw Animal Foods Cooked in a Special Requirements. Mouth* Microwave 165°F 3-202.15 Package Integrity* * VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-301.12 Preventing Contamination When Tas[ * 3-401.1 1(A)(1)(b) All Other PHFs-145°F 15 sec. 3-101.11 Food Safe and Unadulterated' (Blue Items 23-30) 12 „ Prevention of Contamination from Hands 17 Reheating for Hot Holding t5 Tags/Records:Sftellstoek Critical and non-critical violations,which do not relate to the 590.004(E) Preventing Contamination from 3-403.11(A)&(D) PHFs 165°F 15 sec. 3-202.18 Shellstock Identification* foodborne illness interventions and risk factors listed above,can be Em to ces* 3-403.11(B) Microwave-165'F 2 Minute Standing 3-203.12 Shellstock Identification Maintained' 13 Handwash Facilities Time* in the following sections of the Food Code and 105 CMR TagslReeords:Fish Products Time* 590.000. Conveniently Located and Accessible 3-403.11(C) Commercially Processed RTE Food- 3�02.11 Parasite Destruction' Item Good Retail Practices FC 590.000 3402.12 Records,Creation and Retention9 5-203.11 Numbers and Capacities* 140°F* 23. Management and Personnel FC-2 .003 590. J Labeling of Ingredients* 5-204.11 Location and Placement' 3-403.1 1( )E Remaining Unsliced Portions of Beef 24. Food and Food Protection FC-3 .004 7 Conformance with Approved Procedures 5-205.11 Accessibility, lion and Maintenance Roasts* 25. Equipment and Utensils FC-4 .005 IHACCP Plans Suppled with Soap and Hand Drying lg Proper Cooling of PHFs 26, Water,Plumbing and Waste FC-5 .006 Devices 27. Physical FacilityFC-6 .007 3-502.11 Specialized Processing Methods' 3-501.14(A) Cooling Cooked PHFs from 140°F to y 6-301.11 Handwashin Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 3-502.12 Reduced oxygen ,criteria* 70°F Within 2 Hours and From 70°F 29. Special Requirements .009 8-103.12 Conformance with Approved Procedures' 6 301.12 Hand Provision to 41°F/45°F Within 4 Hours.* q 30. Other 3-501.14(B) Cooling PHFs Made From Ambient ssrr•mw kr.z.aM Temperature Ingredients to 41°F/45°F Within 4 Hours* *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. •Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. o*'"E TOWN OF BARNSTABLE HEALTH INSPECTORS Establishment Name: nC ,,Y J {• �: a Date: U Page: of ,4 OFFICE HOURS: a ( S r/- HYANNIS, L-IC F'(EALT-H_DJVISION 8:00-9:30 A.M. I snr�sr�s�g 200MAINSTREET 3:3o-a:3o P.M. > MON.-FRI. item Code C. Critical Item DESCRIPTION OF VIOLATION 1 PLAN OF CORRECTION DateVenfied .a3w �� � MA02601 sos-ss2-asaallo. Reference' R-Red`ltenl`. PLEASE PRINT CLEARLY"tin,. .r Name ( _ ( C 4 Date Type of Type of Inspection " r Q f. �f ' Operation(s) Routine Address r�- 0 V I / Risk Re-inspection Food Service P ` M' ^ Level Retail Previous Inspection Telephone Residential Kitchen Date: I Mobile Pre-operation (JVI, � r VI Owner HACCP Y/N Temporary Suspect Illness _ Caterer General Complaint Person in Charge (PIC) Time �„ Bed & Breakfast HACCP In: )', dJ Other lie ( ?SiCY PI%lCi1. f Inspector U Out: Each violation checked requires an explanation on the narrative page(s) and a ci ation of specific provision(s) violated. tions Related to Foodborne Illness Interventions and Risk Factor ' Red Items Anti-Choking Tobacco k tions marked may pose an imminent health hazard and require immediate corrective 590.009(E) ❑ 590.009(F) ❑ Action as determined by the Board of Health. i FOOD PROTECTION MANAGEMENT ❑ 12. Prevention of Contamination from Hancli,r f ❑ 1. PIC Assigned/Knowledgeable/Duties ❑ Y3. Handwash FacilitiesEMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2. Reporting of Diseases by Food Employees and PIC ❑ 14. Approved Food or Color Additives ❑ 3. Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals _ t FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑ 4. Food and Water from roved Source ' Approved ❑ 16. Cooking Temperatures -� ❑ 5. Receiving/Condition ❑ 17. Reheating r n ❑ 6. Tags/Records/Accuracy of Ingredient Statements ❑ 18. Cooling ; [17. Conformance with Approved Procedures/HACCP Plans ❑ 19. Hot and Cold Holding i t PROTECTION FROM CONTAMINATION 1120. Time Asa Public Health Control lr' k. -- ❑.8. Separation/Segregation/Protection I' ` REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSR) ❑ 9. Food Contact Surfaces Cleaning and Sanitizing ❑ 21. Food and Food Preparation for HSPt F -} ❑ 10. Proper Adequate Handwashing ❑ 11.Good Hygienic Practices CONSUMER ADVISORYi_ ❑ 22. Posting of Consumer Advisories tions Related to Good Retail Practices (Blue Items) I(C)violations marked must be corrected immediately. Non- Total Number of Critical Violations tr critical(N)violations must be corrected immediately or (blue&red items) r within 90 days as determined by the Board of Health. t Overall Rating - Corrective Action Required: ❑ No ❑ Yes 23.Managementand Personnel (F�2)(5so.003> Official Order for Correction: Based on an inspection today,the items rr` ; 24.Food and Food'Protection (FC--3)(590.004) checked indicate violations of 105 CMR 590.000/federal Food Code. f ❑Voluntary Compliance ❑ Employee Restriction/Exclusion ❑� Re-inspection Scheduled ❑ Emergency Suspension This report,when signed below by a Board of Health member or its 25. Equipment and Utensils (FC-4)(590.005) agent constitutes an order of the Board of Health. Failure to correct , t 26.Water, Plumbing and Waste r' (FC-5)(590.006) violations cited in this report may result in sus-pension or revocation of . ❑Embargo ❑ Emergency Closure ❑Voluntary Disposal ❑Other: 27. Physical Facility (FC-6)(590.007) the food establishment permit and ces-sation of food establishment operations. If aggrieved by this order,you have a right to a hearing. aA= Zero critical violations and no more than 3 non-critical violations. F 3 or more critical violations. If no critical violations observed, 28. Poisonous or Toxic Materials (FC-7)(590.008) 9 or more non-critical violations F. Your request most he in writing and submitted to the Board of Health at(B= One critical violation and less than a non-critical violations. ,� , 29.Special Requirements (590.009) the above address within 10 days of receipt of this order. If no critical violationsRbserved, a to 6 non-critical violations= B. Seriously Critical violation L. F is scored automatically if no hot water, 30. Other ' ` sewage back-uAiinfestafion of rodents or insects, lack of refrigeration, or C= 2 critical viol s a d I ss than 4von-critical. If no critical violations DATE OF RE-INSPECTION: n.o PIC or alternate PIC present. observed, 7 to 8 or,cri icah violation =C. - Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered? Y N ( Inspector's ig ore ! ( Print: t #Seats Observed Frozen Dessert Machines: Outside Dining Y N Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y•. { PIC's Signature Print: "r -9 Violations Related to Foodborne lless • • 3-501.14(C) PHFs Received at Temperatures Interventions and Risk Factors(Red/terns 1-22) Violations Related to Foodbome Illness Interventions and Risk According to Law Cooled to PROTECTION FROM CONTAMINATION Factors(Red Items 1-22) (Cont.) 41°F/45°F Within 4 Hours. FOOD PROTECTION MANAGEMENT 8 Cross-contamination 3-501.15 Cooling Methods for PI-IFs 1 1 590.003 A Assignment of R nsibili * 3-302.11(AX1) Raw Animal Foods Separated from PROTECTION FROM CHEMICALS 19 PHF Hot and Cold Holding 590.003 B Demonstration of Knowledge* Cooked and RTF Foods* 14 Food or Color Additives 3-501.16(B) Cold PI t a Maintained at or below 2-103.11 Person in charge-duties Contamination from Raw Ingredients 3-202.12 Additives* 59 01.16(') Cold °F* 3-30111(AX2) Raw Animal Foods Separated from Each 3-302.14 Protection from Unapproved Additives* 3-501.4(F) I lot PHFs Maintained at or above EMPLOYEE HEALTH Other* 15 Poisonous or Toxic Substances Contamination from the Environment 7-101.11 Identifying Information-Original 140°I' 2 590.003(C) Responsibility of the person in charge to y' g g require reporting by food employees and 3-302.11 A Food Protection* Containers* 3-SOI.16(A) Roasts Held at or above 130°F. applicants* 3-302.15 Washing Fruits and Vegetable.-, 7-102.1 1 Common Name-Working Containers* 20 Time as a Public Health Control 590.003(F) Responsibility Of Food Employee Or An 3-304.11 Food Contact with Equipment and 7-201.I I Separation-Storage* 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Utensils* 7-202.1 1 Restriction-Presence and Use* -on n04(11) Variance Requirement Charge* Contamination from the Consumer 7-202.12 Conditions of Use* 590.003 G Reporting by Person in Charge* 3-306.14 A B Returned Food and Reservice of Food* 7-203.1 1 Toxic Containers-Prohibitions* REQUIREMENTS FOR HIGHLY SUSCEPTIBLE 3 590.003(1)) Exclusions and Restrictions* Disposition of Adulterated or Contaminated 7-204.1 1 Sanitizers,Criteria-Chemicals* POPULATIONS(HSP) 590.00 E Removal of Exclusions and Restrictions Food 7-204.12 Chemicals for Washing Produce,Criteria* 21 3-801.11(A) Unpasteurized Pre-packaged Juices and 3-701.11 Discarding or Reconditioning Unsafe 7-204.14 Drying Agents,Criteria* Beverages with Warning Labels* FOOD FROM APPROVED SOURCE FOod* 7-205.11 Incidental Food Contact,Lubricants* 3-801.1 1(B) Use of Pasteurized Eggs* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.1 1 Restricted Use Pesticides,Criteria* 3-801.1 1(D) Raw or Partially Cooked Animal Food and 590.004 A-B Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7-206.12 Rodent Bait Stations* Raw Seed Sprouts Not Served.* 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* 7-206.13 Tracking Powders,Pest Control and 3-801.11(C) Unopened Food Package Not Re-served. 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical WarewashTemperaturesng-Hot Water Monitoring* 3-202.13 Shell Eggs* Sanitization Temperatures* CONSUMER ADVISORY 3-202.14 E sand Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-temp.,pH, TIME/TEMPERATURE CONTROLS 22 3-603.1 1 Consumer Advisory Posted for Consumption of concentration and hardness.` Animal Foods That are Raw,Undercooked or 3-202.16 Ice Made From Potable Water* 16 Proper Cooking Temperatures for 5-101.11 Druacing Water from an Approved System* 4-601.11(A) Equipment Food Contact Surfaces and PHFs Not Otherwise Processed to Eliminate Utensils Clean' Pathogens.*en�;.,�""" 590. A BottledDrinkingWater* 3-401.I IA(1)(2) Eggs- I55°P I5 Sec. 4-602.11 Cleaning Frequency of Equipment Food- 3-302.13 Pasteurized Eggs Substitute for Raw Shell Eggs* 590.006 Water Meets Standards in 310 CMR 22.0* Eggs-Immediate Service 145°PI Ssec* Contact Surfaces and Utensils* A 2 Shellfish and Fish From an Approved Source 3-401.1 I( )( ) Comminuted Fish,Meats&Game 4-702.11 Frequency of Sanitization of Utensils and Animals-155°F 15 sec.* SPECIAL REQUIREMENTS 3-201.14 Fish and Recreationally Caught Molluscan Food Contact Surfaces of Equipment* 590.009(A)-(D) Violations of Section 590.009(A)-(D)in Shellfish* 3-401.1 1(B)(1)(2) Pork and Beef Roast-130°F 121 min* 4-703.1 1 Methods of Sanitization-Hot Water and catering,mobile food,temporary and 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* 3-401.1 1(A)(2) Ratites,Injected Meats-155°F 15 sec. Sources' * residential kitchen operations should be Adequate Handwashi debited under the appropriate sections Game andtNAdMushroomsApprovedby 10 Proper, n9 * 3-401.11(A)(3) Poultq•,Wild Game,Stuffed PllFs, 2-301.11 Clean Condition-Hands and Arms R- ula At : Stuffing Containing Fish,Meat, above if related to foodborne illness 3-202.19 ShellstockIdentificationPresent* 2-301.12 Char' Prucdurc interventions and risk factors. Other 590. C Wild Mushrooms* 2-301.14 When to Wash* Poultry or Ratites-165°P I5 sec. 3-201.17 Game Animals' 11 Good Hygienic Practices 3-401.1 1(C)(3) Whole-muscle,Intact Beef Steaks 590.009 violations relating to good retail $ ReceivinglConditlon 2401.11 Eatin ,Drinking or Using Tobacco* 145°F* practices should be debited under#29- 3-202.11 PHFs Received at Proper Temperatures* 2401.12 Discharges From the Eyes,Nose and 3-401.12 Raw Animal Foods Cooked in a Special Requirements. Mouth* Microwave 165°F 3-202.15 Package In * * 3-401-11 A I b * VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-101.11 Food Safe and Unadulterated* 3-301.12 Prevent Contamination When Tasting* ( )( )O All Other PHFs-14S°P I5 sec. 12 Prevention of Contamination from Hands 17 Reheating for Hot Holding (Blue Items 23-30) 6 Tags/Records:ShelWock Critical and non-critical violations,which do not relate to the 590.004(E) Preventing Contamination from 3-403.1 1(A)&(D) PHFs 165°F 15 sec.* 3-202.18 Shellstock Identification* foodborne illness interventions and risk factors listed above,can be Employees* 3-403.1 I(B) Microwave-165°F 2 Minute Standing 3-203.12 Shellstock Identification Maintained* found in the following sections of the Food Code and 105 CMR 13 Handwash Facilities Time* TagslRecords:Fish Products 590.000 Conveniently Located and Accessible 3-403.1 1(C) Commercially Processed RTE Food- 3-402.11 Parasite Destruction* Item Good Retail Practices FC 590.000 3402.12 Records,Creation and Retention* 5-203.11 Numbers and Capacities* 140°F* 23. Management and Personnel FC-2 .003 590.004 J Labeling of Irtgredlents' 5-204.11 Location and Placement* 3-403.1 1( ) ema g E Remaining Unsliced Portions of Beef 24. Food and Food Protection FC-3 .004 7; Conformance with Approved Procedures 5-205.11 Accessibility, lion and Maintenance Roasts* 25. Equipment and Utensils FC-4 .005 IHACCP Plans Supplied with Soap and Hand Drying 1 g 3-501.14(A) Cooling Cooked PHFs from 140°F to Proper Cooling of PHFs 26. Water,Plumbing and Waste FC-5 .006 3-502.11 Specialized Processing Methods Devices 27. Physical Facility FC-6 .007 6-301.11 Handwashin Cleanser,Availability28. Poisonous or Toxic Materials FC-7 .008 3-502.12 Reduced oxygen with criteria• 6 301.12 Hand Provision 70°F Within 2 hours and From 70°P Zg, Special Requirements 009 I 8-103.12 Conformance with Approved Procedures* to 41°F/451F Within 4 Hours.* 30. Other 3-501.14(B) Cooling PHFs Made From Ambient ss1r1r°m Al,-2a Temperature Ingredients to 41°F/45°F Within 4 Hours* *bates critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590,000. e n � y �•s fi�, � � - �' + r �� r�as g i y ` e 5 a- i _ m r " {!��e+ °s. g�'�c�r r.. "� • ' °�$. :'gym�u� _a a' �5." � �'� �! - lll++ � z,a v - r � 3 � «) FT-----lT..ti � + a £ 'k r• ' x �. 3 k " }�Towr� of Harwich iMassachuse`tts+ t e� � `�� � 5�. £. &` #� r d ; � : ppp ��f�1/J �/�rf�/ff`f/,� F r/{f/q'' (/��/�f� �y/��f�� }�///� agl a�V ton if W� V a Y Y �fe " yg at, 7 d 21 F � /■■///M/yry', .. .. 6 /■(/`///y■ 43• t� ;� h //f((�1�r--¢� a ' h wu■r///ry//��1�/D i (/■//��/� Pbn ma Y a umn' '' �Y k '�� V Y'� �Y PS J' sk a�d � a. >" {� E •d� a .F ' ,y GuidarceF.��Dyyocum,en:t;an•d case S4, tudy. Reports . .,. S b `; , k� t• 5 +5 gp �` 3 ,F kt # +` ( hm -for The ;Great Sand Lakes a t - ' June 2007 + a y 5 ' 3 v a s _ r e , I a 46101 ,'cat .r•+•.+'w"'°` ,. �'�` ► -fir ,.. � 14 i'— 4 €r c A � #TIt tx F • Prepared for.,Town of�Harwich, MA oBarnstable County MA t,.,• t a P i; 9 4 } g . Pr`eparedby: Stearns &Wheler, LLC F '� ;t f Ecologic L'CC x uA Y CFY A •.. a r, . I GUIDANCE DOCUMENT AND CASE STUDY REPORT FOR THE GREAT SAND LADS HARWICH, MASSACHUSETTS EVALUATION OF WASTEWATER MANAGEMENT OPTIONS FOR FRESHWATER PONDS EXECUTIVE SUMMARY This report has been made possible by a grant from Barnstable County to the Town of Harwich (Town) to evaluate wastewater management options for the Great Sand Lakes and their watersheds as well as the watersheds to several Town water-supply wells downgradient of the lakes. The three main goals of the evaluation are to investigate.and determine: 1. The role the lakes play in reducing nitrogen loadings to the Town water-supply wells. 2. The water quality and habitat conditions of the Great Sand Lakes. 3. Recommend future actions to monitor and preserve/improve the overall quality of the Great Sand Lakes. This evaluation was not intended to be a Comprehensive Wastewater Management Plan or a lake remedial investigation and feasibility study. The grant and the overall project have been managed by the Harwich Water Quality Task Force. The report has been prepared in the form of a Guidance Document and Case Study Report so that other towns on Cape Cod (and elsewhere) can use it as a guide for their wastewater and watershed management evaluations. Cape Cod has experienced significant population growth in recent decades, and it is home to a number of sensitive ocean, estuarine, and freshwater ecosystems. Moreover, the aquifer under the Cape is the primary water supply for the population and is classified as a "sole source aquifer" by the U.S. Environmental Protection Agency. A consequence of the increasing population is the potential for adverse impacts on surface and groundwaters as a result of 5022511.1 ES-1 wastewater discharge through individual septic systems that provide minimal removal of nitrogen and phosphorus. Ponds and lakes are a vital part of the aquifer system on Cape Cod. These water resources tend to be areas where the underlying groundwater is higher than the ground surface, and the top of the aquifer is available for all to see; hence the characterization of Cape ponds as "windows on the aquifer." While these ponds are important ecosystems in their own right, they also function to reduce nutrient loads flowing into coastal estuaries and water-supply wells. With nearly 1,000 ponds on the Cape, many towns are faced with regulatory decisions regarding the proper management of wastewater around the ponds due to concerns about nitrogen or phosphorus loads from the watershed. When making lot-by-lot decisions, the towns often lack a full understanding of the role the fresh water ponds play as nitrogen sinks, and the options available for managing phosphorus from septic systems. This Guidance Document and Case Study Report is divided into seven sections as outlined in the Table of Contents. Chapter 1. presents general introductory information about the report and other guidance documents. Chapter 2 describes the Great Sand Lakes planning areas. Chapter 3 describes the evaluations completed to delineate the watersheds of the planning areas and to complete the nitrogen loading evaluations. Chapter 4 summarizes the pond and lake water quality assessments and the phosphorus loading evaluations. Chapter 5 summarizes the wastewater and phosphorus management/remediation options. Chapter 6 lists the various references used in the evaluations. The planning area is the watershed area to the Great Sand Lakes and the downgradient water- supply wells, as illustrated. in Figure ES-1. This figure, illustrates the dense residential development(typically.1/4-acre subdivisions) around the Great Sand Lakes, and the several large properties owned by the Town and state which provide protection for the water supply wells. This planning area is near its-buildout condition, with limited potential for new development. Also,this area is covered by water supply protection and land use restrictions because it is within the Zone II areas of the water-supply wells. The planning area was identified with the use of a United States Geological Survey (USGS) watershed map based on the regional groundwater model developed by USGS for Cape Cod. The delineation was verified with the use of a hydraulic balance on the water supplies and found to be a good basis for subsequent nitrogen and phosphorus load evaluations. 5022511.1 ES-2 t � �` li 'y+ p+' -�nrrgs,�d �*�aa�'�-•N�� �� �1�tsa�,p��.� ` �S} " t���'�� '� � '�^�''� ; aw Town Of.HarOch Mw � 1 �i�',,�:�ad[9(Xa"i' l..At'y,.,, d'tl��s"F.,>ia �'� �33• F$ '�3 `��'"rl��"x �'++ld`"ig'� ZS' .�t�7ll•��..���}�"a� a�s*�.�+1 �����u �o � :�s �� +v >�c�� qta �"n� -"'`�,3�: s i'lb P "ma'0, �• '-' a ©0 is @ . .k AI i r ?;* w 4�e 11 x �"+��� r' � 'r ,�w�� 1eS"f1 Iry ""adr��• �� �t � : . 7 cT-�M`��° •/f°3�✓ f c#tss t•,a Q's �a "� r�-- �"�s«�;nf��y g �g 1 �s �w.�,�� '�—`-'s,,��.a:� i>-_-'� �+rsus�sa� o•}p 4'"3 Legena 'water suoply Wall Public eg 4•%' i >,,,/••y .t,.. •�.v,!1j- � ! 'T`I?r: '��'rr/C �'y� WE ,1 � ^° yWatersheds for Great Sand La - °r • • / Date. 11. 66226: -FIGURE ES i Ten years of nitrogen concentration data for the downgradient water supply wells was reviewed and found to be below 0.6 mg/L nitrate-nitrogen (average concentrations) for the three groups of wells. Nitrogen transport modeling indicated that future average nitrogen concentrations could increase to a range of 1.4 to 1.8 mg/L for the three groups of wells based on conservative modeling assumptions. This range was reduced to a range of 0.7 to 1.5 mg/L when nitrogen attenuation (at 75 percent) from the Great Sand Lakes is considered. Nitrogen attenuation in the Great Sand Lakes was estimated at 75 to 88 percent based on loading calculations and limited groundwater measurements upgradient and downgradient of the Great Sand Lakes. All of the nitrogen measurements and calculations indicate that the water supplies are well protected from existing and future wastewater and nitrogen loadings as compared to the Massachusetts drinking water standard of 10 mg/L and the Cape Cod Commission standard of 5 mg/L at the wells. This observation further indicates the following findings: 1. The ponds are very effective at removing groundwater nitrogen from their watersheds and protecting the downgradient wells from potential nitrogen contamination. 2. Man areas of land in the watershed to the water-supply wells are protected from Y pp Y development and will further protect the drinking-water quality. 3. Future wastewater planning efforts should not be focused on managing potential wastewater-nitrogen impacts to the water supply wells, as there does not appear sufficient need to warrant the efforts. 4. Under the existing and projected conditions, it appears that nitrogen loading is not a problem in the watershed(s) of Great Sand Lakes. Phosphorous appears to be the main threat to pond water quality. Future attention should be primarily focused on managing the phosphorous in the watershed and in the ponds, and not on nitrogen-removing septic systems in the pond watersheds. An extensive evaluation of available pond and lake water quality data and a detailed habitat assessment was completed, and indicated the following findings: 5022511.1 ES-3 1. The two largest ponds, John Josephs and Bucks Ponds, are the only ponds that have long-term albeit limited monitoring data. Conclusions on Kiddies and Great Sand Lake are limited due to a lack of data. 2. Phosphorus is the limiting nutrient in these ponds and lakes based on the nitrogen-to- phosphorus ratio in the upper waters. 3. Based on several environmental criteria related to the documented water quality, Bucks and John Joseph are in the early stages of nutrient enrichment. The water quality is still considered good based on the criteria, but further water quality monitoring is warranted. Field observations of Kiddies n n dd es and Great Sand Lake indicate they are much more productive. 4. A thin layer of filamentous algae (periphyton) is evident on near-shore sediments of shallow areas of John Josephs and Bucks Ponds. According to local residents, this extensive algae mat is a relatively recent occurrence. 5. The growth of periphyton is a symptom of nutrient enrichment and merits close monitoring. 6. The ponds, as a whole, are valuable aesthetic assets and provide habitat for a diverse assemblage of aquatic biota as well as swimming, fishing, boating, and general enjoyment of the residents. As such,the ponds are currently meeting their designated uses. A phosphorus loading evaluation was completed to identify the potential relative mass loading of phosphorus from various sources. The typical sources `are wastewater, lawn fertilization, stormwater, atmospheric deposition, and water fowl. In some.cases of stratified ponds, recycled phosphorus from the sediments'can be a significant source to the upper waters. The following findings are noted for Great Sand Lakes evaluation: 1. Phosphorus from wastewater sources represents 75 to 87 percent of the total estimated phosphorus load from a 300-foot wide strip upgradient of the ponds. Other sources include lawn fertilizers, runoff and infiltration from roads and roofs, waterfowl, and precipitation on the pond surface and on natural(forest and shrub) areas. 5022511.1 ES-4 2. Phosphorus does not appear to be recycling from the sediments in the lower oxygen- depleted, portion of the ponds (John Joseph and Bucks) to the upper waters during the summer (stratified) season. It does, however, enter the upper waters during fall and spring mixing periods. 3. Most os of the phosphorus t 'n p p orus does get bound.up i the soil for an indeterminate time, creating a plume or reservoir of potential loading to the ponds. The vast majority of the estimated load is bound up. This understanding is based on the historic development in the area and the current scientific understanding of how phosphorus is retained in saturated soils. 4. If this reservoir moves at one meter per year '(as supported by some recently published findings),the phosphorus from a 300-foot wide area upgradient of the ponds may now be arriving at the pond's shore in sufficient quantity to produce symptoms of excess nutrients as evidenced by the appearance of the periphyton algal mat. 5. The phosphorus travel velocity may be significantly less than 1 meter per year due to soil conditions, groundwater chemistry, and other factors. As a result, there is great uncertainty on when and if the full phosphorus load might arrive at the ponds, and how high the pond phosphorus concentration could increase when and if the load arrives. 6. Watershed modeling (using the Wisconsin Lakes Model)indicates that the water column phosphorus concentration could increase from the current level of less than 10 µg/L (average spring conditions) for the two ponds, to a range of 12 to 43 µg/L,. This large range indicates the uncertainty discussed above and the possibility that the concentration could increase significantly. This type of phosphorus concentration increase would be associated with more algal growth, diminished water clarity, and eutrophic conditions. 7. Increased sampling will be necessary to monitor water quality conditions in the future. This is based on the evidence of the recent increased loading (the appearance of the periphyton) and the uncertainty associated with the bound phosphorus. In addition to increased monitoring, several wastewater and phosphorus management/mitigation options were identified and evaluated to initiate the decision-making process on this issue. Several of the options (most of them educational in nature) could be implemented in the short 5022511.1 ES-5 t term as pond monitoring efforts continue to track the water quality over time. Others will require BOH actions, town highway stormwater remediation, and depending on outcome of increased monitoring, some possible long-range major actions. The following watershed management options to reduce the existing load should be pursued through educational materials,presentations, and discussions with the residents around the ponds (particularly upgradient of the ponds): 1. The single most effective step is to get all homeowners to reduce the use of phosphorus-containing detergents (especially dishwashing detergents). That alone could reduce phosphorus loads to the wastewater by 37 to 50 percent. 2. Eliminate the use of kitchen sink garbage grinders that could reduce phosphorus loads from food wastes by up to 4 percent. 3. Implement better ways to manage runoff from household roofs, driveways, and other impervious surfaces. 4. Improve landscape practices such as restoring and adding buffers within 50 feet of the shore to reduce stormwater runoff impacts. 5. Improve fertilizer management practices that would focus on proper application and reduced occurrence of over-application. 6. Canada Goose management to prevent nuisance geese populations from expanding, fouling the beaches, and degrading water quality from increased nutrients as well as fecal material. The Town Board of Health could require design enhancements of Title 5 septic systems upgradient of the ponds to promote additional phosphorus removals. These enhancements would include: 1. Maximizing vertical separation between the bottom of the leaching system and the top of the water table. 5022511.1 ES-6 2. Providing even distribution across the leaching, area to prevent waterlogging or saturating one portion of the system: 3. Requiring periodic pumping of the septic tank effluent to the infiltration system (as opposed to continuous gravity flow) to allow the,infiltration system to dry out between doses. 4. Introducing the septic tank effluent into the upper layers of the soil (B layer) where there tends to be more phosphorus adsorption sites and where plant materials may be able to utilize the phosphorus as a nutrient. As a direct result of a dialogue started during this study, and the ground work done by the Pond Subcommittee of the Water Quality Task Force,the Town Highway Department has initiated and should continue to proceed with efforts to manage the stormwater that comes off the Town roads in the area. The best type of stormwater management (and often the least expensive) is to direct the stormwater to vegetated basins, swales, and wetlands where suspended solids and fecal coliform are settled and nutrients are taken up by the plant materials. Leaching pits are also a good solution when there is not sufficient space for a vegetated swale or basin. The current pond water quality monitoring includes sampling-and measurement of several water quality parameters during the summer(June through September). The following parameters have been measured and are documented on the Harwich Water Quality Task Force Website: 1. Dissolved oxygen. 2. Water temperature. 3. Water clarity as measured by Secchi depth readings. 4. Alkalinity. 5. Total phosphorus. 6. Total nitrogen. 7. Chlorophyll. The following items should be added to the current monitoring program: 1. Monitoring of the periphyton extent should be initiated and continued in future years. 5022511.1 ES-7 2. Measurements of the phosphorus concentration through the water column at several depths would provide more detailed information regarding phosphorus content of the ponds and if phosphorus release from the sediments occurs overtime. These profiles should be collected in late summer when the ponds (Bucks and John Josephs) are well stratified. If the monitoring indicates an increase of phosphorus from the watershed or from the sediments, or other symptoms of increasing eutrophication are observed, a remedial investigation/feasibility study (RI/FS) should be initiated to investigate the location and movement of the phosphorus in the ponds and in the watersheds, and evaluate the feasilbity and cost of the most practical remedial solution. This would be a detailed study with soil and groundwater investigations upgradient of the pond. Several long-term and engineered wastewater and phosphorus management options that should be evaluated during such a study were identified and are presented in the body of this report. They are briefly listed below with some of their benefits and drawbacks: 1. The phosphorus reservoir could be intercepted by an engineered barrier wall before it emerges into the pond. This type of remediation has precedent on Cape Cod and is being monitored by the-scientific community, but it is considered experimental. A similar option would be to intercept the ground water using wells to collect the groundwater and discharge it outside the watershed. 2. Phosphorus loading to the watershed (beyond the loadings that can be addressed through educational materials as listed above) can be further reduced with wastewater collection and treatment. This option will do nothing for the phosphorus already in the watershed(over 50 years of loading), but it would reduce the phosphorus loadings into the future. This is an expensive solution. This area should be evaluated in the Town's Comprehensive Wastewater Management Planning Project as a potential future sewered area. 3. The pond water could be "treated" with aeration or water-circulation technologies or with a chemical (typically alum) to manage or tie up the phosphorus that has collected in the ponds. These options. are typically used to manage phosphorus recycling from the sediments and not to manage phosphorus,loadings`from the watershed. It is noted these 5022511.1 ES-8 " "treatments" are not needed at this time due to the current relatively low concentrations of phosphorus in the ponds and no indication that phosphorus is recycling from the sediments. 5022511.1 ES-9 TABLE OF CONTENTS Page EXECUTIVE SUMMARY CHAPTER 1 - INTRODUCTION 1.1 Background.................................................:........................................................... 1-1 1.2 Purpose and Organization of this Document.......................................................... 1-3 1.3 Additional Guidance Documents............................................................................ 1-4 CHAPTER 2—THE GREAT SAND LAKES PLANNING AREA CHAPTER 3 —WATERSHED DELINEATION AND NITROGEN EVALUATIONS 3.1 Watershed Delineation and Hydraulic Balance...................................................... 3-1 3.2 Nitrogen Evaluations for the Watersheds to the Great Sand Lakes and the Downgradient water Supply Wells.....................:................................................... 3-3 3.3 Summary of Findings.........................................................:.................................... 3-11 CHAPTER 4 - POND AND LAKE WATER QUALITY ASSESSMENTS AND PHOSPHORUS LOADING EVALUATIONS 4.1 Introduction .................................................................:........................................... 4-1 4.2 Pond Assessment Background and Guidance Information .................................... 4-2 4.3 Water Quality and Habitat Assessment for Great Sand Lakes .............................. 4-12 4.4 Phosphorus Loading Evaluations.....:.................:.................................................... 4-23 CHAPTER 5 - WASTEWATER AND PHOSPHORUS MANAGEMENT/ REMEDIATION OPTIONS 5.1 Introduction ...........................................................:................................................ 5-1 5.2 Watershed Management Options ........................................................................... 5-1 5.3 Pond Treatment and Management Options............................................................. 5-6 5.4 Technologies for Phosphorus Plume Interception...........'....................................... 5-7 5.5 Additional Phosphorus Management Options............:........................................... 5-8 5.6 Summary..............:................................................................................................. 5-10 CHAPTER 6-REFERENCES 5022511.1 -i- LIST OF TABLES Table No. 2-1 Great Sand Lakes Key Physical Statistics 3-1 Hydraulic Balance Data Summary 3-2 Nitrogen Loading Factors Used in Nitrogen Loading Evaluations 3-3 Nitrogen Loading Summary 3-4 Nitrogen Loading Summary to Public Water Supplies and Comparison of Modeled to Measured Nitrogen Concentrations Based on Assumption of No Nitrogen Attenuation in the Ponds 3-5 Comparison of Nitrogen Flux to the Ponds Versus in the Ponds 3-6 Comparison of Modeled to Measured Concentrations Based on Assumption of 88 Percent Nitrogen Attenuation in the Ponds and Existing Conditions 3-7 Comparison of Measured to Modeled Nitrogen Concentrations 4-1 Carlson Trophic State Index(TSI) (From CCC,August 2006) 4-2 Ecoregional Criteria-USEPA and PALS-Derived for Cape Cod 4-3 Physical Features of Great Sand Lakes 4-4 Data Sources for the Great Sand Lakes Ecosystem 4-5 Potential for Sediment Phosphorus to Enter Photic Zone During Summer 4-6 Summary of Trophic State Parameters,Great Sand Lakes 4-7 Status of Great Sand Lakes Compared with Cape Cod Ecoregional Criteria 4-8 Results of Carlson Trophic State Index Calculations 4-9 N:P Ratio Statistical Summary by Upper and Lower Waters 4-10 Phosphorus Loading Factors Used in Phosphorus Loading Evaluations 4-11 Phosphorus Loading Summary from Upgradient 300-Foot Watershed to Great Sand Lakes 5-1 Phosphorus Concentration and Percentages in Wastewater LIST OF FIGURES, Figure No. 2-1 Locus Map 2-2 Watersheds to Great Sand Lakes and Downgradient Water Supplies 2-3 Land Use Considerations for the Planning Areas 3-1 Watersheds Developed by USGS : .. 3-2 Nitrogen Sources and Relative Contribution 3-4 Schematic of Nitrogen Attenuation in a.Kettle Pond 3-4 Private Well Sample Locations 4-1 Aerial Photograph of Great Sand Lakes Illustrating Hydrologic Isolation of Kettle Ponds 4-2 Example of Thermal Stratification: Bucks Pond and John Josephs Pond 4-3 Example of Dissolved Oxygen Profiles Bucks Pond and John Josephs Pond 4-4 Phosphorus Concentrations in Upper and Lower Waters, John Josephs and Bucks Ponds (2001 through 2006) 4-5 Nitrogen:Phosphorus Ratio,Upper Waters (<4 m Depth), John Josephs Pond 4-6 Nitrogen:Phosphorus Ratio,Upper Water(<4 meters),Bucks Pond 4-7 300-Foot Wide Watershed Area to Great Sand Lakes 5022511.1 -ii- LIST OF FIGURES (continued) Figure No. 4-8 Relative Contribution of Phosphorus Sources in 300-Foot Wide Watershed 5-1 Stormwater Discharge points LIST OF APPENDICES Appendix A Nitrate Trends in Downgradient Water Supply Wells B Nitrogen Loading Calculation Methodology C Laboratory Analysis of Two Groundwater Samples D Photographic Atlas of Great Sand Lakes,August 24, 2006 E Bathymetric Maps of Great Sand Lakes F Summary of Data Used in Great Sand Lakes Water Quality Evaluation G Habitat Assessment and Water Quality Investigations from August 24, 2006 H Septic System Phosphorus Data From Harwich Septic Systems I Description of WiLMS Model Approach J Harwich Educational Flyer on Dishwashing Detergents K Dennis Clean-Green Lawn Program Educational Flyer L Summary of Primary Pond Treatment and Management Options M Stormwater Surface Discharges Survey and Recommendations for Great Sand Lakes N Canada Goose Management Information O Periphyton Monitoring Protocol P Sample Count Summary 5022511.1 -iii- CHAPTER 1 INTRODUCTION 1.1 BACKGROUND This evaluation and report have been made possible by a grant from Barnstable County to the Town of Harwich (Town) to evaluate wastewater management options for the Great Sand Lakes and their watersheds as well as the watersheds to several public supply wells downgradient of the lakes (ponds). The grant and the overall project have been managed by the Harwich Water Quality Task Force (WQTF). The report has been prepared in the form of a Guidance Document and Case Study Report so that other towns on Cape Cod(and elsewhere) can use it as a guide for their wastewater and watershed management evaluations. The three main goals of the evaluations are to investigate and determine: 1. The role the lakes play in reducing nitrogen loadings to the Town water-supply wells. 2. The water quality and habitat conditions of the Great Sand Lakes. q tY 3. Recommend future actions to monitor and preserve/improve the overall quality of the Great Sand Lakes. This evaluation was not intended to be a Comprehensive Wastewater Management Plan or a lake remedial investigation and feasibility study. Cape Cod has experienced significant population growth in recent decades. The area is also home to a number of sensitive ocean, estuarine, and freshwater ecosystems. Moreover, the aquifer under the Cape is the primary water supply for the population and is classified as a "sole source aquifer" by the U.S. Environmental Protection Agency (USEPA). A consequence of the increasing population is the potential for adverse impacts on surface and groundwaters as a result of wastewater discharge through individual septic systems that provide minimal removal of nitrogen and phosphorus. 5022511.1 1-1 Ponds and lakes are a vital part of the aquifer system on Cape Cod. These water resources tend to be areas where the underlying groundwater is higher than the ground surface and the top of the aquifer is available for all to see; hence the characterization of Cape ponds as "windows on the aquifer." While these ponds are important ecosystems in their own right, they also function to reduce nutrient loads flowing into coastal estuaries and drinking water supply wells. With nearly 1,000 ponds on the Cape, many towns are faced with regulatory decisions regarding the proper management of wastewater around the ponds due to concerns about nitrogen or phosphorus loads from the watershed. When making lot-by-lot decisions, the towns often lack a full understanding of the role the fresh water ponds play as nitrogen sinks, and the options available for managing phosphorus from septic systems. The Great Sand Lakes, located, in the drinking water zones of both Harwich and Chatham, consist of two major deep kettle ponds (Bucks and John Josephs)plus two minor ponds(Kiddies Pond and Sand Lake). These ponds are illustrated on Figure 2-1. The ponds are surrounded by dense residential development, which raises concerns about the development's impact on these important resources and the need to take more aggressive steps to protect them (i.e., sewering). In some cases, the Board of Health (BOH) has required nitrogen removal systems on properties needing environmental variances. On Cape Cod,there has been a major effort spearheaded by the Cape Cod Commission(CCC)to protect the water quality of the freshwater ponds. This effort has included: 1. Developing the Cape Cod Pond and-Lake Stewardship (PALS) Program to coordinate pond-related management-activities among citizens groups. and a variety of regional advocacy,regulatory, and technical support groups. 2. Organizing .and supporting pond sampling programs and events by the citizens groups. 3. Summarizing the water quality data and pertinent information on the water bodies in the Cape Cod Pond and Lake Atlas(CCC;May 2003). . 4. Assisting with the interpretation of the collected water quality data and providing direction on how to protect and/or remediate the water quality. 5022511.1 1-2 There has also been a major effort by the Massachusetts Estuaries Project (MEP) to develop nitrogen limits for the many coastal estuaries on Cape Cod (and throughout southeastern Massachusetts). These nitrogen limits are subsequently used by the Massachusetts Department of Environmental Protection (MassDEP) and the USEPA to develop total maximum daily load (TMDL) allocations for the estuaries. This effort has resulted in a heightened interest in the ability of ponds and lakes to remove nitrogen from the groundwater and protect downgradient estuaries and public water supplies from excessive nitrogen loadings. The MEP has contributed greatly to the understanding of nitrogen and wastewater management around ponds and in the watersheds of public water supply wells,.as well as for estuaries. This evaluation of wastewater management options for freshwater ponds utilizes information and data developed by both of these water quality efforts. In addition, this report investigates options for managing phosphorus from wastewater and other sources to protect or restore pond water quality and habitat conditions. 1.2 PURPOSE AND ORGANIZATION OF THIS DOCUMENT The purpose of this document is to summarize wastewater and nutrient management planning evaluations for the Great Sand Lakes watersheds and the watersheds of the public water supply wells downgradient of the lakes; and present recommendations on future management of the ponds and these watersheds. A second purpose is to assist other communities engaged in similar wastewater planning and watershed management evaluations by summarizing the findings of the Great Sand Lakes Case Study and providing guidance on how the evaluations were completed. This Guidance Document and Case Study Report is divided into seven sections as outlined in the Table of Contents. Chapter 1 presents general introductory information about the report and other guidance documents. Chapter 2 describes the Great Sand Lakes planning areas. Chapter 3 describes the evaluations completed to delineate the watersheds of the planning areas and to complete the nitrogen loading evaluations. Chapter 4 summarizes the pond and lake water quality assessments and the phosphorus loading evaluations. Chapter 5 summarizes the wastewater and phosphorus management/remediation options. Chapter 6 lists the various references used in the evaluations. 5022511.1 1-3 1.3 ADDITIONAL GUIDANCE DOCUMENTS There are other guidance and case study documents that can be very useful as a community considers watershed management and wastewater planning. The following were particularly useful in the completion of this project. A. "Handbook for Developing Watershed Plans to Restore and Protect Our Waters, Draft," USEPA, 2005. This document provides a comprehensive approach on this subject from a national perspective. The document is still in draft form and is expected to be finalized in early 2007. It can be downloaded from http://www.epa.gov/owow/nps/watershed handbook/. B. "Guide to Comprehensive Waste Water Management Planning," MassDEP, 1996. This document describes the multi-phase procedure.for completing wastewater planning efforts while incorporating the environmental review processes needed for plan approval. More recently, MassDEP drafted an update to the 1996 document entitled "Guide to Integrated Water Resource Management Planning." This updated document better recognizes the connection that wastewater management has with the management and protection of all water resources. This second document has not yet been finalized,but is expected to be released in the near future. The first document can be downloaded from http://www.mass.g_ov/dep/water/laws/Wwtrfpg.pdf. C. "Linked Watershed-Embayment Model to Determine Critical Nitrogen Loading Thresholds for the Pleasant Bay System, Orleans, Chatham, Brewster, and Harwich, Massachusetts,"MEP, 2006. This document summarizes a detailed watershed evaluation for the Pleasant Bay area of Cape Cod, which is just to the east of the Great Sand Lakes. It provides detailed guidance on nitrogen loading evaluations to ponds and estuaries. This document can be downloaded from http://www.oceanscience.net/e§tuaries/Pleasant Bay.htm. 4 D. "First Order Assessment.of the Indian Ponds (Mystic Lake, Middle Pond, and Hamblin Pond),"CCC, 2006. This document summarizes a detailed watershed evaluation for three ponds in Barnstable,MA that are similar to the Great Sand Lakes in Harwich and many ponds on Cape Cod. The document also provides a detailed evaluation of the pond water quality and presents recommendations for wastewater management planning. It can be downloaded from http://indianponds.org///pond_study results.htm. F 5022511.1 1 4 E. "Evaluation of Methods to Control Phosphorus in Areas Served by On-Site Septic Systems,"Heufelder and Mroczka, 2006. This document reviews several on-site septic system technologies and the performance of these systems to remove phosphorus from household wastewater. The data and findings summarized were researched at the Massachusetts Alternative Septic System Test Center, which is managed by Mr. Heufelder and the Barnstable County Department of Health and Environment. The report, is available from the county and can be obtained by containing Mr. Heufelder at gheufeld@`ape.net. F. "The Practical Guide to Lake Management in Massachusetts;A Companion to the Final Generic Environmental Impact Report on Eutrophication and Aquatic Plant Management in Massachusetts," ENSR 2004. This document identifies important aspects of the potential lake and watershed management techniques typically considered for the control of nutrient enrichment (eutrophication) and aquatic plants in the lakes. It is intended to provide the reader with a general overview and enough information to evaluate whether or not a given technique is appropriate for the situation.1 The report can be downloaded from http://www.mass.gov/acr/watersupply/lakepond/techassist.htm. References for these documents as well as all the sources referenced in this report are listed in Chapter 6. 1 ENSR,2004,page 1. 5022511.1 1-5 CHAPTER 2 THE GREAT SAND LAKES PLANNING AREA The planning areas for this project are the watersheds to the Great Sand Lakes and the downgradient public water supply wells illustrated in Figures 2-1 and 2-2. The Great Sand Lakes are a group of four ponds located in the eastern portion of Harwich. Key physical statistics on the four ponds are summarized in Table 2-1. TABLE 2-1 GREAT SAND LAKES KEY PHYSICAL STATISTICS v v SURFACE AREA ' DEPTH VOLUME m- POND/LAKE;NAME . s =(AC� ( �. (FT� (M) ' (MGAL�` ( � John Josephs Pond 21 8.8 48 14.6 12.8 484,016 Bucks Pond 34 14 30 9.14 19.8 748,705 Kiddies Pond 2.7 1 1.1 6.5 1 1.98 j 3.2 12,196 Sand Lake 9.0 3.3 8 2.44 : 7.2 27,225 (1) Depth values for John Josephs and Bucks Ponds are from Harwich WQTF fact sheets and from survey measurements completed by Tony Piro in 2000 and 2001 for Kiddies Pond and Sand Lake. Collectively, the four ponds are referred to as the Great, Sand Lakes; individually, three of the four are called ponds. All are of a size that would generally be referred to as a pond.This report will refer to them as both ponds and lakes due to their names. Sand Lake was dredged to its current size when the area was developed in the mid-1900s for vacation(second home and rental properties) and year-round residential cottages. The current occupancy is mainly seasonal with approximately 50 percent of the homes around the ponds used year round. These ponds are kettle-hole ponds that were formed in the outwash plain as the glaciers retreated from this area approximately 20,000 years ago. As the glacial ice sheets melted, large chunks of the ice sheet separated from the glacier and were buried within'the sandy outwash deposits from the retreating glacier. When these chunks of ice melted, large depressions in the landscape resulted. The outwash plain in this area of Cape,Cod is generally medium to coarse sands that are 5022511.1 2-1 yl 8' r PgL S �J31 NIM w lsh 1s no o� g PRNs�PB�E R R P R �QLi Q S o 0 W � H 11d `�� •l Ob /N G SS IO Np1 3bM ---- � 'Qa S EH00 wE R O AO '•_ 'S OP ., ��w c SIRE T o F Q Nb03W N7 3� � O33N�NI MONO ��O d Nn LLJ oo �� S A M pyS nON/M-�� _ S H QOOM 1-3 �1 SbO N 41 Ln v� t a00M�1 SyO �Q Q �, o 0 0 �J �b b Obi M � w � '0� 0� O�yb �b�Nb� o 'bdiS 0 ,pONI NbBd�� \Q 9�b0> 0� H1�povob QNb bp Q N� F 1H f . e � -sw/ - 01) 01/08/2008 12,46 �Peilllichuck hater Works PG 1 Rl staxckj U/B CONSUMPTION HISTORY REPORT lubcnsinq m OD ACCOUNT # CUSTOMER NAME PARCEL ION STATUS �. SERVICE MAN M&TER # CD READ DATE TIME BY BILL # CURR READ USAGFs REPL USAGE CHARGE AMT BILLED AMT W -------------------------------------------------- ------------------------ ------ -----:--------------------------- .. 00 230604131 60517 BORNSTEIN 293064 WAR (iOUSB RD/ RTE 28 ACTIV& 00 HCQCON- I HCQCON 059948148056 A ll/D9/2007 _ 734359 43.7 11 0 18.86 45.80- HY000N- 1 HYQCON 1 08/24/2007 _ 0 426 0 0 OD 00 HYQCON- 1 HYQCON A 08/13/2007 659992 426 6 0 8.70 31.50 HYQCON- 1 HYQCON A 05/16/2007 587810 420 11 O 15.95 38.75 HYQCON-. 1 HYQCON. A 02/05/2007 .513262 . 409. 10 0... 14.50, 37.30 .. _.. HYQCON- 1 HYQCON A 11/08/2006 441098 399 10 - 0 14.50 37.30 < HYQCON- 1 HYQCON. A 08/10/2006 367002 389 11 0 15.95 38.75 Z HYQCON- 1 HYQCON A 05/12/2006 234893. 378 . 16 0 .00 .00 Z HYQCON- 1 HYQCON A 02/10/2006 9843333 362 0 O .00 .00 U) ** END OF REPORT - Generated by Jayne Starck f* E ]D c- Ul m 3 yrt S nays -75 5k\fir m Do m W W O D r m m m 1 �FTHET TOWN.OF BARNSTABLE OFFICE OF i BA 3TAM : BOARD OF HEALTH 7 NAB& °°ems i639. � 367 MAIN STREET 'e�MAY k HYANNIS, MASS. 02601 April 19, 2000 Attorney Edwin E. Taipale Holly Management & Supply Co. 297 North Street Hyannis, MA 02601 RE: 276 Falmouth Road, Hyannis Dear Mr. Taipale: You are granted a variance from Board of Health Groundwater Protection Regulation Part VIII, SECTION 6.00, to install a temporary septic system at 276 Falmouth Road, Hyannis, Massachusetts. This variance is granted with the following conditions: (1) The septic system shall be installed by a licensed septic installer in strict accordance with the approved plans. (2) This permission expires in 12 months, on May 1, 2001. The building shall be connected to public sewer on or before May 1, 2001. Your second request to operate a food establishment at 276 Falmouth Road, Hyannis without an inground grease trap, is not granted. This request does not meet the Board of Health Regulation Part II, SECTION 2.00. Also, the submitted menu included a variety of sandwiches (including chicken salad, egg salad,) and baking items (including cookies, muffins, cakes, and buns). The submitted menu exceeds the foods allowed described in the Board's Grease Trap Variance Guide. In addition, this project is presently under construction.: A grease trap could be installed at the time of the septic system installation. S taipale s Variances may be granted only if(1) in the opinion of the Board, enforcement of a particular provision will cause manifest injustice and (2) the applicant demonstrates the same degree of environmental or public health protection will be achieved without strict application of a particular provision. The applicant did not demonstrate manifest injustice nor did he provide any evidence that the same degree of environmental or public health protection will be provided without the installation and use of an inground grease trap at this site. Therefore, this request for a variance is denied. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs taipale f Op VE npr, DATE:_:7� ;:�F '— ;F FEE: (5',7 ' 4-Z • BAANSTABfE. • � MASS. v� 1039. ��� REC. B �OfFo Town of Barnstable SCHED. DATE:��r,��a Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 276 Falmouth Road, Hyannis, MA 02601 Assessor's Map and Parcel Number: 293/31 Size of Lot: 77,863 Sq. Ft. Wetlands Within 300 Ft. Yes _ % Business Name: Holly Management & Supply Company No Subdivision Name: APPLICANT'S NAME: Holly Management & Supply CorVwy 508-775-9316 Did the owner of the property authorize you to represent him or her? Yes XX No PROPERTY OWNER'S NAME CONTACT PERSON Name: Bornstu Limited Partnership Name: Edwin E. Taipele, Attorney Address:297 North Street, Hyannis, MA 02601 Address: Same Phone: 775-9316 Phone: 775-4200 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) 310CMR 15.004 4 Temporary 12 MonthT Title V SepticSystem JlU UMH lb.ZJU required until new collector sewer main is Barnstable B.O.H. Part VIII Sece available for servi.ceronnection Spring 2001 ) Groundwater Protection see attached letter from Barnstable D.P.W. Commercial within 3000' sewer No cook;a, _ nn- .c;fe Che list(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g. house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only)' Variance request application fee collected(no fee for lifeguard modification renewals.grease trap variance renewals(same ownerneaaee only].outside dining variance renewals(same owner/lessee only)•and variances to repair failed sewage disposal systems(only if no expansion to the building proposed() Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED 2v Susan G. Rask,R.S.,Chairman NOT APPROVED A� 2 4 Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL M Ralph A.Murphy, M.D. Q:/WP/VARIREQ UJ: 1Ji JJ l i JJ ['tlil .iJJ /JU U-tUU a...:.1J laLi.(:. lil`ti ,C,�y Town of Barnstable Department of Public Works 367 Main Street,Hyannis MA 02601 . Office: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent To:Thomas J McKean From:Tom Mullen C.C.R Burgmann,Peter Doyle,Ralph Crossen° , Date: March 15,2000 Re:Variance request for Bornstein building,Rt.28 at Warehouse Rd,Hyannis The department would ask your board to consider the allowance of a"temporary"Title V septic system for a period no greater than twelve(12)months at the subject property. When the project was first contemplated staff had indicated to the developer that a collector sewer main would be available across the front of the property on RL 28. Subsequent to those discussions the sewer main construction request for bids was advertised and proposals were received with a start of construction in late February 2000. When the bids were reviewed it was realized that insufficient funds were appropriated to go forward with the project. Currently the plans and specifications are under review and alteration to incorporate an alternative technology that will allow the project to move forward within the original dollar appropriation. It is anticipated that the redesigned project will be on the street for re-bidding in early summer with construction to begin in early fall 2000. The collection system should be available for service connections in the spring of 2001. The use of a "temporary"Title V system by the subject building over the several months while awaiting sewer connection represents little or no threat to the environment. I make this comment from my limited knowledge of the scheduled types of occupancy=bathrooms only plus a bagel shop with no kitchen facilities. The department will greatly appreciate your cooperation in this situation. TJ Sincerely Thomas.J.Mullen HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis, Massachusetts 02601 (508) 775-9316 FAX(508)775-6526 March 23, 2000 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 To Whom It May Concern: Please be advised that BornStu Limited Partnership,owner of 276 Falmouth Road, Hyannis, MA has authorized Attorney Edwin E. Taipale, Holly Management& Supply Company, 297 North Street, Hyannis, MA 02601,phone#508-775-4200 to represent them in the matter of this variance request. BornStu Corporation, General Partner' By: Stuart A. Bornstein, President& Treasurer SAB/ldc Town of Barnstable * MASS.%639- Board of Health v �ArED MA'S A�0 200 Main Street, Hyannis MA 02601 Susan G.Rask,RS. 624 Office: 508-8644 FAX: Sumner Kaufman,MSPH 508- 62- 644 Wayne Miller,M.D. January 30, 2004 Mr. Stuart Bornstein Holly Management& Supply Corporation 297 North Street Hyannis, MA 02601 �- c Rh'� x „r,,.. - � .➢.- as.. ..fit Dear Mr. Bornstein: On Tuesday January. 20, 2004, the Board of Health held a public meeting to discuss various variance requests received. Your variance request regarding the above referenced matter was scheduled on that agenda;however you were not present. Therefore, your request was postponed to the next Board of Health meeting which is scheduled to be held on Tuesday February 17, 2004 at 7:00 p.m. at the Town Hall second floor Hearing Room. We hope that you will be available to attend the next meeting. If not, please communicate to us in writing (via mail or facsimile #508 790-6304) to request a continuance. Sin rely yours a Miller, M.D. Chai an Board of Health S sewerVarianceBornstein2 - - QDA ' - - - ID1 2 2003 rLi m FIIL USE 'n Postage $ � S Certified Fe MCp 1 Postmark O Return Recei Here (Endorsement R 0 Restricted Deli p (Endorsement red) Go LL O 2 '-1 Total Post—a O Sent To or ' ed Partnership o --;--r---- 297 No Street -------- sB° Hyannis, MA 02601 ------- i Certified Mail Provides: n A mailing receipt 04 o A unique identifier for your mailpiece 13 A signature upon delivery o A record of delivery kept by the Postal Service for two years Important Reminders: 13 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 Mail. G For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)tc the article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for a duplicate return receipt.a USPS postmark on your Certified Mail receipt is required. t 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". n 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. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 to Complete items 1,2,and 3.Also complete A. Sign ture item 4 if Restricted Delivery is desired. ❑Agent ® Print your name and address on the reverse e Addressee so that we can return the card to you. B. Receiv by(Punted Name) Date of Delivery ® Attach this card to the back of the mailpiece, C. or on the front if space permits. D D. Is delivery address different from item 1? d Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No � o>rnstu Limited Partri 2y_7l�lorth,,Street , Yanillu�I�4A. 02641 3. Servi ype - , CrCertiffed Mail ❑Exams Mail 1'A ❑Registered 23offeturn Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service/[ ;_..__7002- .1000 Q. 4. 6683 .2409 I I PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 f I l I I UNITED STATES POSTAL SERVICE First-loss Mail I Postage&Fecs Paid LISPS I Permit No.G-10 I • Sender: Please print your name, address,and ZIP+4 in this box• I I Town of Barnstable I Health Division I I 200 Main Street Hyannis, MA 02601 I I I 1�1.!!E!i i II ��.3.l3lli �.t11�31.�F...t31!!�1l131i.!lllTlli I I � f, Town of Barnstable Regulatory Services BARNSrAB Thomas F. Geiler, Director A . 61 Public Health Division QED MA'S Thomas McKean,Director 200 Main St, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 23, 2003 Bornstu Limited Partnership 297 North Street Hyannis, MA 02601 IMPORTANT NOTICE RE: Map & Parcel 293-031 Dear Addressee: You are directed to connect your building located at�276-Fal mouth-Road;Hyannis, Massachusetts, 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. I Return receipt requested - Cc:. Barbara Childs, Water Pollution Control Mark Giordano, Engineering Q:Sewerorder.doc No. ate, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MA ACHUSETTS Zipplicaction for Migogal *pftem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( don( ) El Complete System ❑Individual Components Location Address or Lot No. �? c Owner's Name,Address and Tel.No. f Assessor's Map/Parcel O�r7 1 —0.3 j4k j1#JS s�Os r /y Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: 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 �J Type of S.A.S. Description of Soil f�6-M;s/ Nature of Repairs or Alterations(Answer when applicable) -nis 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 b is B and of Health. Signed Date vZ Z Application Approved Date - Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS ERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( ' y at has be onstructed in accordance with the provisi of Titl `d the for 6isposal System Construction Permit N dated, Installer Designer The issuance o is permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for Migpoal *pgtem Con.5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: 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 Type of S.A.S. 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 Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigogaf *p!5tem Con6truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 must be completed within three years of the date of this permit. Date: Approved by "wt.ri .:,�. }.,_ N..";... :. _ - � -... ,. ..rr. ..::a,.,. i,p�.:.+i•"^la-tw-,rl..rMr.'.�.�:.-�:`.M+°"".:.«....r�`i�''r`rN.syrf4t"'i :i...s...+ati.....•.^+"^^,....--. _ � No. C7 Fees THE COMMONWEALTH OF MASSACHUSETTS ZACHUSETTS ered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MA Application for Mi.5po.5al 6peum Con!5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( don( ) ❑Complete System ❑Individual Components Location Address or Lot No. ;Z 7C /K i}j , Owner's Name,Address and Tel.No. Assessor's Map/Parcel `�/� �YJ �j r ��j 1 r(' C l716 C(/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: 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 Type of S.A.S. Description of Soil / .�"`Natuie of Repairs or Alterations(Answer when applicable) T6 14 ,i a�►���:1 c�, T' �� Date last inspected: Agreement: K 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 b is B and of Health. / Signed„r / — ., -Date /� ! Application Approved by— G--'` Date_ Application Disapproved for the following reasons Permit No. T' �'' Date Issued �:_'" ef ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS T CE TIFY, that the On-site Sewage Pisposal System Constructed( )Repaired( )Upgraded( ) Abandoned( at Mlirr., ' _ .� has been-constructed ina ccordancer� with the provisiof s'of Titl id the for Disposal System Construction Permitdated Installer�r�1_ ld=� Designer The issuance s permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 1 ti/ Fee 1' - + � ' THE COMMONWEALTH OF MASSACHUSETTS :PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi5po!6af *potem Con5tructton Permit Permission is hereby granted to Construct( ) epair pgrade Abandon System located at _ 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:ConstruicAion mus be completed within three years of the date of this, 't. �''Date: l �� Approved by:�.�--- -" x .Direct Abutters List - Map 293 Parcel 31 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from November 1999 Assessor's database. Mappar Ownerl Owner2 Address City Stat Zip Country 292013 MARQUIT,GEORGE&JERAULDINE TR MARQUIT FAMILY NOMINEE TRUST 1267 FALMOUTH RD HYANNIS MA 02601 JUSA 292137 MASSACHUSETTS,COMMWLTH OF DEPT OF PUBLIC WORKS 100 CAMBRIDGE ST IBOSTON MA �02202 IUSA 1 � � 292163 NORRIS,SALLY A I57 SNOWS CREEK DRIVE(HYANNIS IMA 02601 USA 292287 CAPE COD CHRISTIAN CENTER J%DOBRIENT,THOMAS W i307 FALMOUTH RD HYANNIS MA I02601 USA 292288 BARNSTABLE,TOWN OF(CON) CONSERVATION COMMISSION j367 MAIN STREET HYANNIS IMA 02601 USA t iI ; I 293029001 FRUCCI,KATHERINE M ET AL I63 WAREHOUSE RD �HYANNIS iMA 02601-22101fUSA j 293030 FRUCCI,KATHERINE M ET ALS 42 WAREHOUSE RD HYANNIS MA 02601 IUSA 293031 SHOESTRING PROPERTIES LP I297 NORTH ST !HYANNIS MA �02601 USA 293032 BARNSTABLE,TOWN OF MUN I ( ) i367 MAIN STREET iHYANNIS MA 02601 USA I I I 293038 DOHERTY,JOHN G&KATHERINE 142 WAREHOUSE RD HYANNIS MA i02601 USA Friday,March 24.2000 Page l of I s 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 Paul D. Chisholm CHIEF Sil1Uhe Detecto i Save Zfet BUSINESS: 775-1300 EMERGENCY: 775-2323 102 3 � To Town of Barnstable , Board of Health - T. McKean Town of Barnstable, Conservation Commission - From ; Fire Prevention Bureau, Hyannis Fire Department Subject The installation of above ground storage tanks . Date Persuant to the applicable sections of 527 CMR - Fire Prevention Regulations , this Department has inspected the following location for above ground storage . ADDRESS : EnImant-b Road OWNER/OCCUPANT : M;1 ton Babcock Bradford Motel PHONE : - 028 SIZE OF TANK (S) — 275 gal. Steel / Outside COMMODITY STORED • # 2 fuel oil PURPOSE FOR STORAGE : Heating THIS INSTALLATION IS PRE-EXISTING A REPLACEMENT X NEW This installation complies does not comply with the required installation regulation listed below. I FIRE PREVEI.TTION OFFICE For: PAUL D. CHISHOLM, CHIEF HFANXIS FIRE DEPART.%tE�,7 I PAR ] Real Estate System - General Property Inquiry] Help [ ] Parcel Id: 293 031- - Account No: 20537 Parent : Location: 276 FALMOUTH ROAD HY Neighborhood: HY04 Fire Dist : HY Devel Lot : Lot Size : 1 . 82 Acres Current Own: BABCOCK, MILTON M State Class : 301 ANN B BABCOCK No. Bldgs : 5 Area: 3928 276 FALMOUTH RD Year Added: HYANNIS MA 2601 Deed Date : Reference: C37770 January 1st : BABCOCK, MILTON M Deed MMDD: 0000 Deed Ref : C37770 Comments : Values : Land: 380400 Buildings : 363300 Extra Features : Road System: 276 Index: 522 (FALMOUTH ROAD (ROUTE 28) ) Frntg: 419 Index: 1781 (WAREHOUSE ROAD ) Frntg: 295 Control Info: Last Auto Upd: 110495 Status : C Last TACS Update : 021793 Land Reviewed By: Date: 0000 Bldgs Reviewed By: Date : 0000 Tax Title : Account : Taken: Account Status : Hold Status : Cancel [ ] Press XMT for more data Next screen [PAR ] Action [ ] Owners Name [ ] Road Index [ ] Road Name [ ] Parcel Number [293] [032] [ ] [ ] [ ] a HOLLY MANAGEMENT & SUPPLY CORPORATION EDWIN E. TAIPALE;:Attorney Phone: ( 508 ) 775-4200 297 North Street '. Fax: ( 508 ) 775-8789 Hyannis, Massachusetts 02601 email: eet@capecod.net `5. 1 I • 1. March 24, 2000 Massachusetts Commonwealth of Massachusetts Department of Public Works 100 Cambridge Street Boston,MA 02202 To Whom It May Concern:'* I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 276 Falmouth Road,Hyannis, Massachusetts. We are requesting a variance from the Barnstable Board of Health Regulation Part VIII, Section 8 and 310 CMR 15.004 (4) and 15.230,in order to install a new,temporary Title V septic system to service a new;corrimerciatbuilding at.276 Falmouth Road,Hyannis,until such time as the property can be connected to anew collector sewer main in Falmouth Road(Route 28)., The Board of Health meeting will be held on Monday,April 10, 2000 at 10:30 a.m., or as soon thereafter as practicable at the Conference Room, School Administration Building, 230 South Street,Hyannis,MA. The letter'is to serve as an official notification to abutter(s). Sincerely yours, Edwin E. Taipale,Attorney Holly Management& Supply Corporation .�.�7 ,..,.� .. :.-., f it Sb 1. �• ,� •.!s� ;,: .� .e.,i Vid Certified Mail/Return Receipt Requested c:HyCr Town of Barnstable Department of Public Works 367 Main Street,Hyannis MA 02601 Office: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent To: Thomas J McKean From:Tom Mullen C.C.R Burgmann,Peter Doyle,Ralph Crossen Date: March 15,2000 Re: Variance request for Bornstein building,Rt.28 at Warehouse Rd,Hyannis The department would ask your board to consider the allowance of a"temporary"Title V septic system for a period no greater than twelve(12)months at the subject property. When the project was first contemplated staff had indicated to the developer that a collector sewer main would be available across the front of the property on Rt.28. Subsequent to those discussions the sewer main construction request for bids was advertised and proposals were received with a start of construction in late February 2000. When the bids were reviewed it was realized that insufficient funds were appropriated to go forward with the project. Currently the plans and specifications are under review and alteration to incorporate an alternative technology that will allow the project to move forward within the original dollar appropriation. It is anticipated that the redesigned project will be on the street for re-bidding in early summer with construction to begin in early fall 2000. The collection system should be available for service connections in the spring of 2001. The use of a "temporary"Title V system by the subject building over the several months while awaiting sewer connection represents little or no threat to the environment. I make this comment from my limited knowledge of the scheduled types of occupancy—bathrooms only plus a bagel shop with no kitchen facilities. The department will greatly appreciate your cooperation in this situation. Sincerely Thomas J.Mullen Town of Barnstable Department of Public Works 367 Main Street,Hyannis MA 02601 Office: 508-790-6300 Thomas J.Mullen Fax: 508-790-6400 Superintendent To: Thomas J McKean From: Tom Mullen C.C.R Burgmann,Peter Doyle,Ralph Crossen Date: March 15,2000 Re: Variance request for Bornstein building,Rt.28 at Warehouse Rd,Hyannis The department would ask your board to consider the allowance of a"temporary"Title V septic system for a period no greater than twelve(12)months at the subject property. When the project was first contemplated staff had indicated to the developer that a collector sewer main would be available across the front of the property on Rt.28. Subsequent to those discussions the sewer main construction request for bids was advertised and proposals were received with a start of construction in late February 2000. When the bids were reviewed it was realized that insufficient funds were appropriated to go forward with the project. Currently the plans and specifications are under review and alteration to incorporate an alternative technology that will allow the project to move forward within the original dollar appropriation. It is anticipated that the redesigned project will be on the street for re-bidding in early summer with construction to begin in early fall 2000. The collection system should be available for service connections in the spring of 2001. The use of a "temporary"Title V system by the subject building over the several months while awaiting sewer connection represents little or no threat to the environment. I make this comment from my limited knowledge of the scheduled types of occupancy—bathrooms only plus a bagel shop with no kitchen facilities. The department will greatly appreciate your cooperation in this situation. Rullen Sincerel ThomasJ. OFTME Td,_ Town of Barnstable * BARNSTABLE, s yq,A 16 9. Department of Public Works 'enMarA 367 Main Street, Hyannis MA 02601 Office: 508-862-4090 Thomas J. Mullen Fax: 508-790-6400 Director .• r . TO: Thomas J. McKean, Director, Health Division FROM: Thomas J. Mullen, Director, Department of Public Works DATE: March 15, 2000 SUBJECT: Variance Request for Bornstein Building Route 28 at Warehouse Road, Hyannis The Department would ask your Board to consider the allowance of a"temporary" Title V septic system for a period no greater than twelve (12) months at the subject property. When the project was first contemplated, staff had indicated to the developer that a collector p p sewer main would be available across the front of the property on Route 28. Subsequent to those discussions, the sewer main construction request for bids was advertised and proposals were received with a start of construction in late February, 2000. When the bids were reviewed, it was realized that insufficient funds were appropriated to go forward with the project. Currently the plans and specifications are under review and alteration to incorporate an alternative technology that will allow the project to move forward within the original dollar appropriation. It is anticipated that the.,redesigned project will be on the street for re-bidding in early summer with construction to begin in early Fall, 2000. The collection system should be available for service connections in the Spring of 2001. The use of a "temporary" Title V system by the subject building over the several months while awaiting sewer connection represents little or no threat to the environment. I make this comment from my limited knowledge of the scheduled types of occupancy—bathrooms only, plus a bagel shop with no kitchen facilities. The Department will greatly appreciate your cooperation in this situation. c: Stu Bornstein Robert A. Burgmann, Town Engineer Peter Doyle, Supervisor, Water Pollution Control Division Ralph Crossen, Building Inspector ., i.,...•, _!k ,•�;"ttp&ef a: .. 041- 0 —",�NZ it :f' ��y{K r '• y"F R `«_s '.' 'F �t i.F ,t;i�,:. '.: �'` t• - t`�ar.." '�o f `t .a :q iA '�pp, '. n �'. i f�' � �. t� `� H•,.' � ,� I s:�i �. a, � k; � m ,..tom,(I ,�°- _��- ;'�.��& ��u, ., .'s -• ,._ a,tr t, sr � - s' ''., an*:1 F ,; � �;.+a s,•1'.r •,�' tE' � �s„l'i;• yF:� y - .,.• :' ' , kit "�. �,• ,A I + , Y \ � :.::i+✓°"' It �"' \' <'y. .. 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UNIT' PRINT DATE:9/22/98 NOTE: PARCEL BOUNDARIES ARE GRAPHIC REPRESENTATIONS ONLY. -- - - --- --- _ _ - - -- B LOT 43 -10 Z4� H8 40.53 h'0 cp�Wwy�+ EXISTING 'BUILDING TJ' 40.76 164 f TO BE REMOVED MP.) AIRPORT CC wu GUARDRAIL VISIBILITY .. TRIANGLE 000 G DU I NE ( } 10 AREA LOCUS RIM 40,5 O EL 36.5 0 8"SC „A ROPOSED EDGE PA o i� hop 5 PACES r i•0 ASSESSORS MAP 293 PCL 31 CAPE C BERM o PLAN REF. LCP 17786 MILES ZONING: HB HIGHWAY BUSINESS �$ �y ` SE3-3293 E. LOCUS MAP OVERLAY DISTRICT: AP • a� °'• w ,y FAQ PROPOSED WORK LIMIT LINE _ O (EXCEPTING SIOEINAL.K REMOVAL) FRESH POND GENERAL NOTES: LOTS 86, 85, 45, 46 `1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING ,CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1- 42 � ` PROPOSED ROOF ORAL Via, ''BBB-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 6"SCH40 PVC EXISTING ASPHALT TO BE REMOVED 'EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. AT 2X MIN. TYP. �., AND AREA WITHIN 50' BUFFER REVEGETATED WITH NATIVE SPECIES 2 ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS W 8"(7yp•)COVER,o 5£E PLANTING PLAN BY BILL LEWIS ON FILE WITH BARNSTABLE CONSERVATION PROJECT WORK SHALL CONFORM TO THE-TOWN OF BARNSTABLE SUBDIVISION REGULATIONSts'1>�y� ` AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS �o FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 3. ALL RUNOFF TO BE CONTAINED ON LOCUS. 4. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. EXISTING MOTEL BUILDING TO BE REMOVED S. ALL ROOF RUNOFF TO BE PIPED INTO DRAINAGE TRENCHES. ` •) 0• 6"LOAM AND SEED ALL DISTURBED AREAS. EROSION CONTROL NETTING ON ALL SLOPES > lox 42• 7. SECTION OF POND EDGE OF BUILDING REQUIRES A DEEP FOUNDATION WALL; FOOTINGS �- TO BEAR ON COMPACTED SOIL, SEE FOUNDATION PLAN (BY OTHERS). S. SPRINKLER SYSTEM TO BE INSTALLED TO HYANNIS FIRE DEPARTMENT SPECIFICATIONS WATER CONNECTION TO BARNSTABLE WATER COMPANY/FIRE DEPT. STANDARDS. 9. ALL EXISTING ENCROACHMENT'S TO RT 28 LAYOUT TO BE REMOVED AS NOTED AND ISLAND TO BE LEVELED AND HAVE 4":SCREENED LOAM AND GRASS SEED APPLIED. D \ SITE PLAN REVIEW DATA: ZONING: UNIT 2 REQUIRED EXISTING PROPOSED C- 5004 SF UNIT 3 UNIT 4 LOT REQ.: 4 RETAIL 4473 UNIT 5 RETAIL F ` 3841 SF 2496 SF �6 BVW 7/16/97 LOCATION UNIT t RETAIL RETAIL UNIT 6 WIDTH: 173 + \ , 5000 SF 20 SEAT RETAIL BAGEL SHOP G SETBACKS: , �,,, NO ON-SITE , • ' 22,392 SF COOKING, IN SINK N A N A .i rat A p j GREASE TRAP REQ, v' REAR: c� 0 E ET AIL BUILDIN 1362 SF PATIO . c� INV.S 41.22 GUARDRAI N � (UNDER CONSTRUCTION) `•. OVERLAY DISTRICT: AP ' w SLAB ON `GRADE EL = 43.0 ,� 36.0 LOT ,50 PARCEL 1 SEPARATE KITCHEN/S ITARY FLOW so • 2 UPLAND , ° INV. 40.48 0' L STD WETLAND 5 x C? ; CONCR ..- B1REENNCH 6' ! 3 � X6 X- TOTAL: , t5. \ c EL. 34.5 74� c ILK Z A IN `3B.5 34- x N 40.37 24' 0 v, 1p07R: ^� 36- 99• 3ti'SPp`C IM 40.6 V� 37 LEGEND _ �... SHRUBS _ 4 3 7Ht tO.s Vora 'PROPOSED AL 20 S/T `i 4 TEST HOLE PROP d 35 SEWER LINE 9 v 38.05 r�R� ,. � G W r CAP TIT CES ...... LNV. 0{�E N WATER GATE / 35 S . o Fri. / CATCH BASIN EXISTING BUILDING 48 STATIONING FROM PS 293 PG 35 HYDRANT so M µ p cuRBCUT To BE 38.20 01 C- GUY WIRE PRO SED OVE READ WIR p PROPO$£0-99L£AC NG FIE SAS ETRFI Fi' Fi- RETAIN BERM AND LTTY MENT L t ,�.•.- �~ p RETAINED + MODIFIED-AS SHOWN 42.2 549 S f ��' PMA6 4 2, -""` 9 6 Zb6 38.35 UTILITY POLE 12 ' 'Ste_ FLAW LINE G GAS UNDERGROUND VENT ts, s'. ® v5 --- R - Rts Rr 26 1.5' BERM ---- PROPOSE -IN WATER LINE . 37. PER ZONI SIGN• �� --!- 38.95 3L3.27 _ 38.75 PROPOSED CONTOUR ,-a2 41 ---' x 2a? 36.23 39.23 -31---- EXISTING CONTOUR SIGN t AND R 37ss ® PROPOSED SPOT GRADE 1. REMOVE CURBcur °D• PAVED PARKING / l5TlAlG-POLL± f CAUTION: EXtSTI R SSURE RANT AS FORCE SE AIN EXISTING BASIN TO R N 39.63 (D .0-PROPOSED >2" TREE GS APPROX. LOCATi T 295 IBM EL 39.40 SIGN I "" REEMOOVE CUVEMENT Q ASSUMED GIS MAP x s,���1 PLANOF BIND IN � LIGHT POST CUR 4t.33 df'o 1.5' Ccs R �-- 0 � 2 38.72 SSE 40.74 �-)4 SE 0A� � �0' �'DE , .--- HYANNI S, (BARNSTABLE) MA. METAL 41.94 GRASS IS A02 t1 ' COVER UNLESS NOTED , '� _...-c 4t PPRox. NEW sEWER LINE aA '5"t jai. SHOWING PROPOSED IMPROVEMENTS AT 42.23 f_ P-ROPOSED 2 C BERM 40.97 10. 209 FROM TOWN PLANS 40.07 FEE OF �, G1lARd 41.21 41.02 a snwo 276 FALMOUTH ROAD (RT.28) 4D.31 PREPARED FOR THE C- --- LNG 41.2s MOLL ' MANAGEMENT cSC S UPPL Y CORPORATION AY HATCHED AREAS TO BE PAVED 11► PAVED SWAIM 0 ID upot.£ 333 s.5 SEE TYPICAi. PAVEM11111111111 £CTION 4o•s7 15 DATE: AUGUST 8, 1997 41.71 FlAWUNE 2 CCBERM SAWCUT P AND MATCH ��. j REVISED: AUGUST 18 1997 (WATER LINE G� PA RADEs. REVISED: JANUARY 21, 1998 RT.28 CURBCIQ) "� INTAIN EXISTING FLOWUNE REVISED: FEBRUARY 2 1998 BUILDING DIME�tSIONS , 210 �► HAYBALEs PRIOR TO REVISED: JUNE 16, 1§98 WAREHOUSE RD CURBCU 2 t.66 4t.t2 GOARaP`L o. 1 UCTION ,,, REVISED: MARCH 2O,2000 TEMPORARY SEPTIC SYSTEM, MISC.) 42.03 FLOWLINE 2' CCBERM , 41.25 LNG 5'T GUY POLE 42.23 40.29 f9S *Ift-- 3off 508-362-4541 4t.54 12"� CULVERT GUY WIREr fox 508 362-9880 41.70 39.73 ��ZN OF NO CU CUt 33 orb` t?�A*AME OF QWA 42.03 NOTE: THIS SEPTIC SYSTEM IS 'INTENDED TO BE USED AS A TEMPORARY MEASURE $ cant -+ t1, down cape en gz�eering inc. UNTIL THE NEW VACUUM SEWER LINE IS 'INSTALED.IN FRONT OF LOCUS. y IT IS DESIGNED fO MEET CURRENT TITLE 5 STANDARDS WITH NO VARIANCES REQUIRED. Ift 30M S � THE BUILDING WILL BE PLACED ON TOWN SEWER WHEN IT BECOMES AVAILABLE (12 MOS MAX.) ' !,' RHO O �' CIVIL ENGINEERS LAND SURVEYORS 42.2 42.26 DATE ARNE H. OJALA, P.E., P.L.S. 939 main st. garmouth, ma 02675 42.11 20 0 20 40 60 Feet SCALE: 1" 20' 97-225 Sl l EE l I OF 2 PROPOSED H-20 F&G MDRAFI 140N HEAVY DUTY H-20 COVER 2'X 2' GRATE (TYP.} FABRIC�OVER 12* 2'-10" DRILLED DRAIN ORILL2 i 0 HOLES IN COVER SEE DETAIL BUILDING DOWNSPOUTS 3" PEASTONE OVER PIPE 12NO SLOTTED H-20 WIDEN BERM TO 18" X 5" AT BASINS RRUGATED HOPE PIPE » " SEE PAVEMENT CROSS SECTION S N-12 OR EQUAL. " 4 LOAM AND SEED COMPACT BACKFlLL IN 6 r•-- 6 LOAM & SEED 26" ALL DISTURBED AREAS t.IFTS {I^YP. ALL DRAINAGE) -` _ •7s'-I.r DOUB�L LALL DISTURB " 5' UNSUITABLE 6 MIN. COVER (TYP.) MIRAFI 14ON FABRIC OVER H-20 2' i .Y4:ACDO wASHt� STONE AREAS (1YP,} PRECAST SLOTTED H-20 "'. INVERT ELEVATION , 3" MIN. PEAS LONE .�.'�' ,,..• SO(L REMOVAL OVER LINES AS LISTED ON S17E PLAN SLOTTED H-20 RISERS SLOTTED EDPE TO CLEAN SAND 12"0 HDPE AS REQ. REPLACE WITH ADS N-12 OR EQ. DHaL2} 1-e M RTAR ALL COMPONENTS COARSE SAND EWE If �'•) 6' CLEANOUTS �YY E 8 1/8" wa.-ay�� •ista s. ter.•. Lr-.::�s...}>.�. .;. s•-Tf IF . nr .tn.r.i a� f: . -s AS REQ. SEE ,Y..::lh.q:.;ara:Yws•,- • aY' 2•0, LOGS VARIES AT MAJOR 2.d' {TYP.) ') 2.0' (1YP.) BOTTOM TRENCH ELEVATION ENDS REMOVE PROPOSED , 24" ANY NSIMABt E H-20 3 C.B. TRAP LISTED ON SITE PLAN CONNECT SOIL PROPOSED . '�' ;. 42.0 '&PPE TRENCH CRsOSS SECTION SCFI4o ROOF DRAINS TO SHOWNDRAINAGE sf�TE TRENCHES ENCOUNTERED 1000 GALLON SLOPED AT 1% MIN. (1F ANY) H-20 � � LEACHPIT : <, . . " J (SIZE AS INDICATED) MANUF. LeBARON, BROCKTON, MA FOR 1000 GALLON ,:'• �.: :.'' 6 OX6-8 SHOREY PROPOSED MODEL: LT 105 W MIN. LEACHPIT LP100OH-20 OR EQUAL 1000 GALLON PRECAST WEIGHT: 430 LBS STONED " H-20 CATCH BASIN 6 o�X6-8 SHOREY ROOF DRAINS REPLACE W/ LP1000H-20 OR EQUAL ,BASIN H-200OR EQUAL TYPICAL ACCESS COVER CLEAN SAND :. : . ` NOT TO SCALE •••"�,•••••��•••"•� • �'I 6" WASHED STONE'UNDERNEATH SECTIONAL PLATE SCALE: 3/4" - 1'-0" 6" WASHED STONE UNDERNEA 6'X2' LEACHING TRENCH STRUCTURE LABEL SEWER OR DRAIN AS APPROPRIATE STRUCTURE BETWEEN STRUCTURES WHERE SHOWN . • • . • . . . . . 3/4" - 1 1/2" ` . . . . . . . . . . . . . SEE TRENCH CROSS SECTION 4' MIN AROUND PIT WASHED STONE (TYP.) 4' MIN AROUND PIT OR AS NOTED 32" 24~ DRAINAGE CROSS 5ECTIONS Ir NOT TO SCALE -- NOTE: NUMBER AND ALIGNMENT OF PITS onci0000n 24" ,. AND BASINS VARIES. SEE SITE PLAN. SEPTIC SYSTEM INSTALLATION - GENERAL NOTES 17 -0 00000000 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 6• LOCATION OF WELLS AND SEPTIC SYSTEMS ON ADJACENT LOTS ARE AS SHOWN USING Q❑QQ�Q�� i� OF THE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE 5 '95 BEST AVAILABLE DATA. THE PROPOSED SEPTIC SYSTEM IS NOT TO BE PLACED WITHIN 15W OF AN EXISTING WELL, NOR IS A PROPOSED WATER SUPPLY TO BE ❑CIC]CIC 00M 22 I 00 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING AND PLACED WITHIN 150' OF AN EXISTING SOIL ABSORPTION SYSTEM. BUILT UP COMPARTMENT » 013n00000 FITTINGS SHALL BE 4 0 SCH40 PVC TYPE 11, 11OPSI MIN. SET TO THE LINE Q001300rio 3" (� AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING SEWAGE 7. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM MAY REQUIRE REMOVAL OF 24" OPENINGS OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF NOT SPECIFIED. UNSUITABLE SOIL UNSUITABLE SOILS SHALL BE REMOVED TO ITS MAXIMUM DEPTH p,5' FROM WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED WITH r 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). EXCESS p CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE EXCAVATED SOIL MAY BE USED AS REQUIRED FOR FILL ON THE SITE OR SHALL BE TOWN OF BARNSTABLE BOARD OF HEALTH. DISPOSED OF OFF SITE. © C4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE 8. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME 9.5 6A APPROXIMATE. AT LEAST' 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE MA. ALL COMPONENTS SHALL RAM AND ,G �J(''Q WORK, THE CONTRACTOR'SHAU_ MAKE THE REQUIRED N011FICATION TO DIG SAFE BE AASHO H-20 WHEEL LOAD RATED. ALL COMPONENTS DELIVERED TO THE JOB SITE SCALE: 3■/4" 1'-0" 8" KNOCKOUTS (TY TREE (1-888-344 t 233)CA�D THE BARNSTABLE WATER DISTIRICT FOR SHALL BE MARKED AS TO COMPLIANCE WITH TITLE 5 '95. SPECIFICATION. VERIFICATIONMINIMUM WEIGHT: 388 L.BS. 9. SEPTIC TANKS, D-BOX SHALL BE SET ON A LEVEL BED OF H-20 RATED LEBARON OR EQUAL 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE 3/4" TO 1--1/2~ WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE INSPECTION OF THE TOWN OF BARNSTABLE HEALTH AGENT AND DESIGN ENGINEER. NO REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL TANK JOINTS. NOTE: FOR DRAINAGE CALCULATIONS SEE ATTACHED SHEET PLAN VIEW INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AS REQUIRED. 6000 GALLO' SEPTIC TANK SCALE: i 4 1 -0" v" P.T. $~X8" WOOD 2, CONCRETE MINIMUM ENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 GUARDRAIL DESIGN LOADING: AASHTO HS-20 ACME PRECAST OR EQUAL HOSE(1/f p BM RUBBER 3 SEE SEPTIC SECTION FOR INVERTS 1 r - DOUBLE SMW 12 GA CAW ANNEALED TWISt>:0 WWK ' 'TREE WRAP. TAP£NOS DM 6" LOAM dt SEED TH1 P#9691 1112 DO NOT STAPLE COMPACTED FILL ENGINEER: MICHAEL. S. FARIA SE ENGINEER: MICHAEL S. FARM SE 3 STAKES RQL 2 11 SPACED ADDWII�TREE 2 1/2'x2 1/2»x1o' 1/2".EXP JOINT APPROXIMATELY 24'-D~ OC s EROSION CONTROL DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING SPACE4 1'-0'F110M TRtgiC, FlLU72 CUT BACK 1 2", W 1 2" DIA xi2" LONG JUTE NETTING REQ BOH: DONNA MIORANDI, RS BOH: DONNA MIORANDI, RS SIANIM DARK BROW 1A EXP JOINT WHEN ADJACENT � �» 2- s-oo 10 AM SMOOTH EXP DOWELS AT 2-D OC,ONE- _ DATE. 2 16 00 -10 AM DATE. 1 SAW ORM AT AIICLE NO In CONC`STRUCTURE`OR'SLDG PUtLEO VEitIiCAL WMttF1 WIRE HALF GREASED LOCATION OF PEES MUST BE MIN 4'•-0» SEALANT EARTH SLOPE SECTI ON " BORED O-8 A/B LOAMY SAND 1OYR 3 1 0-8 A/8 LOAMY SAND IOYR 3 1 /�:_CONTINUOUSSMOOTH TROWEL ALL EDGES DIRECTLY UNDER OPENING. NOT TO SCALE 8-78" Cl COARSE SAND 10YR 5y 8-•78" Cl COARSE SAND 1OYR 5 8 11/1 UN 3'ow SAUCER FI� -V WIDE 78-144" C2 COARSE SAND 10YR5/8 78-144" C2 COARSE SAND 1 5/8 4x4--6�B WELDED WIRE FABRIC EL, 42.0 0" EL. 42.3 O. 3' DEPM SHREDDER SW MILM STOP40- /6 EL EDP JT CONTROL JOINT A/B a/B SEALANT EL. 41.33 8~ EL 41.63 8" •; . :''. SMOOTH TROWEL ALL. g" 40X GRAVEL r` EDGES 6~ iMDE FINE BROOM FINISH Cl 40X GRAVEL /-" 1 {' Cl FIEAIOWIE BtINIM FROM TOP /J EL 35.5 78" EL 36.3 72" : .•= WLF OF R007BAU ;�. BOT. PERC SOT. PERC .a r�Y ,a,. \_COMPACTED SUB-CM v AT 6W C2 24 GAL POURED C2 AT W 4 <9" IN 4 MIN 24'GAL POURED t :».;' SOd.MD( a a a to 1" TOPCOAT <2 MIN./IN. PW DRY IN 10 MIN cis PITCH IX TYPE IiMASS D <2 'MINJIN. '+' AWAY FROM BLDG. 2"-BINDER EL 30.0 144" EL 30.3 144" i+O BITUMINOUS PAVEMENT NO GROUNDWATER FOUND NO GROUNDWATER FOUND 2" 2" / / 12~ PRocEssm GRAVEL �� ���'� ;44 aT_T TREE PLANTING QUAILSEPT1C SYSTEM DES1GN DATACOMPACTED AMGATE BAse NOT TO SCALE UNDISTURBED LOCATIONRBED OR COMPACTED: � a`' d : ' DESIGN FLOW: RETAIL AND RESTAURANT SEPTIC TANKS: PER 310CMR'15.223. 15.224 DUAL COMPARTMENT TANK SUBSOIL RETAIL USE: 21049 SF (50 GPD/1000 SF)= 1052 GPD 1752*20OX- 3504 GAL REQ. : USE 3568 GAL FIRST COMPARTMENT N.T.S. BAGEL SHOP: 20 SEATS (35 GPD/SEATS 700 GPD 1752•1i OX- 1752 GAL REQ.: USE 2253 GAL SECOND COMPARTMENT CONCRETE SIDEWALK TOTAL 1752 GPD GREASE TRAP: NO ON-SITE COOKING, USE IN SINK G/T IN BAGEL SHOP • USE .TOTAL DESIGN FLOW a 9752 GPD. NO 'GARBAGE DISPOSALS ALLOWED LEACHIING: USE A 99'X24' X0.5' LEACHING FIELD SAS - 2376 SF SCALE: 1 1/2" - 1'=0' f° SI TE PLA N OF LAND IN CAPACITY: 2376(.74) 1758 GPD > 1752 GPD..O.K. Nam' 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW. 2. PITCH SIDWALK AWAY FROM BUILDING AT 11WIFT MIN. HYANNI BARNSTABLE) MA. SHOWING PROPOSED IMPROVEMENTS AT 276 FALMOUTH ROAD (RT.28) PREPARED FOR THE HOLLY MANAGEMENT & SUPPLY CORPORATION DATE: AUGUST 8, 1997 REVISED: AUGUST 18, 1997 (WATER LINE) REVISED: JANUARY 21, 1998 CRT.28 CURBCUT) NOTE: SEPARATE BAGEL SHOP SINK/DISHWASHER FLOW REVISED: FEBRUARY 2, 1998 BUILDING DIMENSIONS SFKOM b=IXKY AND RUN O THAT soon GAL TANK (2)4_0 PIPES SIDE 13Y SIDE BE UTILIZED JUNE 16, 1998 (WAREHOUSE RD CURBCUT) AS A GREASE TRAP WHEN SEWER CONNECTION MADE. CONNECT ENDS OF TRENCHES WITH REVISED: MARCH 2O,2000 TEMPORARY SEPTIC SYSTEM, MISC.) - SLAB EL 43.0 BLOCK UP D-BOX, H-20 24"I.D. RISER INSECT SCREEN REQ. 10-H-20 CAST IRON COVERS (3 REQ.) TO GRADE. MORTAR ALL COMPONENTS 42.3 MAX. aff 508-362•-4541 4f M fox 508 362-9880 ` 4-OS CH40 PVC ii. .48 MAIN AT 1X MIN. 10"TEE 4 O;ZH-40 PVC LINES AT 0.5X. TITLE 5 ORIFICES. �0.5%MIN. �o � a1 = 41.22 BAGEL COMPARTMENT 3 GAL � �� a down cape e12�'II1 ee1''ing inc. U'Zi Oo°O°DOD°O°O°O°O°O°O°O°O°QOD°O°O°O°O°O°O O° o°O°O°p°o°O°o°D°o°o00°0°o°o°O°OHO°O°000°o°o°O°O°000°o°O°O°°°O°°°o°o• " - " OOROnOY OOOQOO o0°p0�0°UD �ODOQp0�°pOo000°°OdOQ00000�°°00 ap o0�0�0�°�O�OOO�DOG�O°ODO�OQbQO0p00p0o0�Gp0° �o°OODCOC�O :24 0 0 0 O O O O O OO o 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 O O o O O O O O O 0 0 0 0 0 0 0 0 D 0 0 0 0 0 00 o0 0 0 TES •� TEE 4 94SD:H 40 PVC AT 1X eaanono nneooao e'o°o°O'°o°°o°°o°o°o°°o°°o°oa°o o°°°oOo o°°o°o°o°o °o °o°o°o°°o°o°oo°o°o°o°o°o°o°oo°o°o°o°o°°o°o°o°a°o°o°o°o°o°o°o°o o°oo°o°o°o°oo a o 0 0 0 000000 000 0 0 0 0 o INV. vla9.5' �' 0•5 6.0' 38.8 CIVIL ENGINEERS 17.0' 40.0 39.9 38.8 c'" LAND SURVEYORS To 1-�" DouBLE WASHED STONE 6" BELOW INVERT DATE ARNE H. OJALA, P.E., P.L.S. *, 0 6 E do ACME D86 H-20 OR EQUAL 939 main st. yarmouth, ma 02675 ftlimaeft eempAneN MULTIPLE COMPARTMENT (n,P.) L 1ST 2 FEET SEPTIC TANK- 6,000 GALLON C6 USE SPEED LEVELERS ACME 6,000 GAL LOW PRO. 20 0 20 40 60 Feet SCALE: 1" - 20' NOTE: THIS SEPTIC SYSTEM IS INTENDED TO BE USED AS A TEMPORARY MEASURE aPTIC SY5TLbd �IMMN UNTIL THE NEW VACUUM SEWER LINE IS INSTALLED IN FRONT OF LOCUS. If IS 13ESIONED TO MEEF eURRENf TITLE 5 STANDARDS WIT!1 NO vmmm REQUIRES. NOT TO SCALE EET 2 OF THE BUILDING WILL BE PLACED ON TOWN SEWER WHEN IT BECOMES AVAILABLE (12 MO'S MAX.) NO GROUNDWATER FOUND EL 30.0 97--225 -_ I ,?,-,,� ,,,_ , 4' . , - ..",-, , , _I',�,,,,I I %�1.11,I'll,__ '.�,_-,,, -,,,,+ � ����"- � -, . . � . I .x , ��*,;.1.�'.111.1 1,1,(_��,", ��," � , ., � - . � 111.M,-_1.11""1I -�-I�1'1 11",1�,;�,,4_%;,� , , ' ' , ,,i,,�,'�' '�'�,�-�,,�111 77�r,��, 'I.�i.,;,�;N,�,�,,!t , . 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I I''. I I.., � � LOT 43 y ZONE 8 , HB #38 ZONE • - 40.53 lr...•• 164'f � ��'rnw p� TO E1•REMOVEDN(TYP.) - AIRPORT 40.76 CC WLL GUARDRAIL GOO G ACE NE ( .) 10 LOCUS RIM 40. \ TTOM \ 1� •R O EL 36. O gsC ASSESSORS MAP 293 PCL 31 ROPOSED EDGE PA K o SPACES ' CAPE C BERM N O �� g=.--- -� I.o PLAN REF. LCP 17786 178 Q 6+ C' � ZONING: HB HIGHWAY BUSINESS ti F SE3-3293 LGCUS MAP '► °:` �c OVERLAY DISTRICT: AP o �: w F PROPOSED WORK LIMB LINE - '6 \ y go,� A0.1,0 (EXCEPTING SIDEWALK REMOVAL) FRESH GENERAL`NOTES: POND 00 \ LOTS 86, 85, 45, 46 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING .CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1- 42 �p ` PROPOSED ROnF DRAI v'6, 888--344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR \ 6»SCH40 PVC, EXISTING ASPHALT TO BE REMOVED EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. AT 2% MIN. 'yp, AND AREA WITHIN 50' BUFFER REVEGETATED WITH NATIVE SPECIES OPOS A 6- MIN. COVER S SEE PLANTING PLAN BY BILL LEWIS ON FILE WITH BARNSTA13LE CONSERVATION 2.. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS NJ CE (TMp.) �, \ PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONSNc`3 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS \ n FOR BRIDGES AND HIGHWAYS AS AMENDED.TO PRESENT. 3. ALL RUNOFF TO BE CONTAINED ON LOCUS. I EXISTING MOTEL BUILDING TO BE REMOVED 4. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. (TMP) 5. ALL POOF RUNOFF TO BE PIPED INTO DRAINAGE TRENCHES. 6. 6"LOAM AND SEED ALL DISTURBED AREAS. EROSION CONTROL NETTING ON ALL SLOPES > 107. 42• 7. SECTION OF POND EDGE OF BUILDING REQUIRES A DEEP FOUNDATION WALL; FOOTINGS TO BEAR ON COMPACTED SOIL. SEE FOUNDATION PLAN (BY OTHERS). 8. SPRINKLER SYSTEM TO BE INSTALLED TO HYANNIS FIRE DEPARTMENT SPECIFICATIONS �- WATER CONNECTION TO BARNSTABLE WATER COMPANY/FIRE DEPT. STANDARDS. \ 3A 9. ALL EXISTING ENCROACHMENTS TO RT 28 LAYOUT TO LE REMOVED AS NOTED AND ISLAND 2.11 I TO BE LEVELED AND HAVE 4" SCREENED LOAM AND GRASS SEED APPLIED. D SITE PLAN REVIEW DATA: G UNIT 2 REQUIRED EXISTING PROPOSE C- 5004 SF LOT REQ.: - RETAIL UNIT 3 UNT 4 \ FRONTAGE: 20' 674,15' 674,15' UNIT 4 7 RETAIL RETAIL RETA SF UNIT 5 2496 SF ^i6 BVW 7/16/97 LOCATION 50001SF RETAIL UNIT 6 RETAIL 20 SEAT G r RETAIL \ BAGEL SHOP SETBACKS: SIDE: 10, R 227392 SF 2Q N/A N/A N ETAIL �UILDIN i PATIO CA Bull LDING COVERAGE: 1362 SF \ � INV. 41.41-- GUARDRAI rn N (UNDER CONSTRUCTION) � INV. 41.18 S OVERLAY DISTRICT: AP LO SLAB ON GRADE EL = 43.0 38 0 LOT 50 -P SEPARAT.: KIT EN/SINK FLOW PARCEL 1 z 2� INV. 41.1 - $ INV. ;1,.84pEW UPLAND 5,1 pREtlr WETLAND 5 o O CON BOTTOM 6• 15. 0 F r k TRENCH 26�X j TOTAL: , o EL 34.5 y% LT NCH 3� � c E $10ENp,L►c. N ?I J INS'. 39.83-% a GvRE1 r��; CL _ = \ 1 �.+►.'����"'�. INV. 8-� 39.5� 1 IL G� g 1 ; 7 4 CC 10D% RESE �\ f�� "� 36 LEGEND 0~' _ 30NK-eu ;J VA IM 40.6' 00 t SHRUBS ACES � ��`37 -- 4 3 ro 7H1 _-• � PROPOSED 6000-AAL , 10.3' , 133X 2-C PA1tT1NTS 20 S/T J - i G' c; iL " TEST HOLE D e• g - R� �p�° KA 3g.vs PROPO,S�D-6"SDDR35 SEWER LINE j rp) 5 w CAP OTH ENCD§ C 3 .5 J \f 20 H WATER GATE / 35 SPA _ R *►X- SEED . _ O CATCH BASIN I EXISTING BUILDING 4 48 .- STATIONING FROM PB 293 PG 35 HYDRANT � a N SLEE\1 10' N P. �. 44. r -iE. .CRO NG B M g$4• _-" CURBCUT TO BE 38.20 C- GUY WIRE PRO SED AND UTILITY VE E WIR p �i,, PROPOSED-N'X�LEACH NG FIE D SAS = E�RE3l��' �--40- SOW RETAIN M T RETAINED + MODIFIED AS SHOWN 42.2 549 SFt $' --- � ,9 6 2be 38.35 UTILITY POLE /� / r^ RI 4 4 2 --� W FLOW LINE VENT 15. 5. �? µ SEA CAS UNDERGROUND - r•- R RB RT 28 1.5' BERM i STUf' W PROPOSED SIGN Ta /�--�� / 38 g� 38.75 38.27 -W-- WATER LINE . 37. --�'� PER ZONI 38.23 ��--- PROPOSED CONTOUR 411e� �� R r•�-� r42 � � 7'c 2p7 39.23 --��` EXISTING CONTOUR SIGN I AATER �� 1 '�� W t 90 c?S 37.66 L1`73 PROPOSED SPOT GRADE ---� PAVED PARKING SC, � REMOVE CURBCUT �• 1.5 XISTING-POLL` W CAUTION: EASTI R SSURE\_ < y -HYDRANT AS FORCE SEINE AIN EXISTING BASIN TO RE N c� C 39.63 PRDPOSED >2" TREE APPROX. LOCATI c 2 TBM EL 39.40 -- REMOVE URE9i.NT Q ASSUMED GI 3 Z SITE PLAN SIGN � ,... �' OF'0 1.5' CCB REMOVE CUR v OF LAND IN LIGHT POST CuR I • _ PH USE 9.72 41.33 D :>EEB' .0t1 ! t SAY E IGN 4Q.74 (TMP•) 5TA� p HYANNIS, (BARNSTABLE) MA . METAL 41.94 GRASS ISIA 193� LO W COVER UNLESS NOTED 42.23 PR@f'OD 2' C BERM rf �1 4 97 •o oW 209 PPROX. NEW SEWER LINE uF P►��M l DpcsN1. SHOWING PROPOSED IMPROVEMENTS AT FROM TOWN PLANS 40.07 EpGE 5V G fG �1 41 21 41.02 �,511NG 276 FALMO UTH ROAD (R T.28) rn--ls �� 41.28 FLOWLINE N p 40.31 PREPARED FOR THE l.:! Exi7�+N AY HATCHED AREAS TO BE PAVED p� ! HOLLY MANAGEMENT �i' SUPPLY CORPORATION : DATE: AUGUST 8, 1997 pR1 SEE TYPICAL PAVEME ECTION 0 PAVED SWALE5 1� - UPOLE 333 9.5 41.71 FLOWLINE 2' CCBERM SAWCUT PAyFM AND MATCH 40•67 REVISED: AUGUST 18, 1997 (WATER LINE EDGE PAY E�ISTIN6"GRADES. /`�XEP4 N EXISTING FLOWLINE REVISED: JANUARY 21, 1998 RT.28 CURBCUT) REVISED: FEBRUARY 2, 1998 BUILDING DIME NSIOyS)) 1.88 2�p 41.12 HAYBALES PRIOR TO ,�� REVISED: JUNE 16, 1998 WA EHOUSE RD CURBCIC UT) 42.03 FLOWLINE 2' CCBERM 41.2g LNG y�EEy GUGRUpY OLE 0 _ ^�,�..__ -'rI REVISED: MAYC 220�0000 ADDPEOXTERNAL GRARY TREASE TEER 0)MISC.) 42.23 211 EXi 40.29 �95 M \ 3 V� j GUY WIRE` 41.54 12"a CULVERT off 508-362-4541 ' fax 508 362-988041.70 15T G CU�gC�f 39.73 IN 33 EX H Of �`1H OF MUD ` m{ 42.03 NOTE: THIS SEPTIC SYS :.M IS INTENDED TO BE USED AS A TEMPORARY MEASURE o4` ot AANE �sG� down cape engineering, inc. } u f r q UNTIL THE NEW VACUUM; SEWER LINE IS INSTALLED IN FRONT OF LOCUS. Ru H. IT IS DESIGNED TO MEET CURRENT TILE 5 STANDARDS WITH NO VARIANCES REQUIRED. 8 GALA EDGE PAN EµENT THE BUILDING WILL BE PLACED ON TOWN SEWER WHEN T BECOMES AVAILABLE (12 MO-9 MAX.) :,; 8 No.28148 oQ CIVIL ENGINEERS ` a LAND SURVEYORS 42.20 S 42.28 DATE H. OJALA, P.E., P.L.S. 939 main st. garmouth, ma 02675 42.11 20 0 20 40 60 Feet SCALE: 1" = 20' 97-225 SHEET 1 OF 2 PROPOSED H-20 F&G WRAfI 140N HEAVY DUTY H-20 COVER FABRIC OVER SE LABELED "DRAIN' 2 GRATE (TYP,) OVERLAP 12' DRILL 2 1'0 HOLES IN COVER SEE DETAIL BUILDING DOWNSPOUTS 2'-10" 3' PEASTONE OVER PIPE 12"S SLOTTED H-20 WIDEN BERM TO 18" X 5" AT BASINS CORRUGATED HDPE PIPE " „ SEE PAVEMENT CROSS SECTION ADS N-12 OR EQUAL - 6" LOAM do SEED 4 LOAM AND SEED COMPACT BACKFILL IN 6 r.. , 28" ALL DISTURBED AREAS LIFTS Cam' ALL DRAINAGES 5' UNSUITABLE - WASHED STONE ALL RO U(DOUBLE ri!XLOVER6NI OVER MIRAFI 140N FABRIC OVER H-20 S �•) ,•,•:, •, SOIL REMOVAL 2• INVERT ELEVATION 3" MIN. PEASTONE PRECAST SLOTTED H-20 > '' TO CLEAN SANG AS USTED ON SITE PLAN SLOTTED H-20 RISERS 12'a HOPE DRI (2) 1.0 REPLACE WITH 12'0 HOPE AS REQ. ADS N-12 OR E0. HOLES M RTAR ALL COMPONENTS COARSE SANG' (TYP-) �') AS REQ. SEE 6' CLEANOUTS i, r s.•.•.'.•..:,w.«, +,. c?,,... s,..; ,R.«,,.y�c.;«v .�;y. •syp' VARIES 8 1/Br y..wj>w;•,LN+ AY. F.7•«,:.a +f »:, m� + 2.0' (TYP.) LTH LOGS A MAJOR - 2 0' BENDS C►n'•) BOTTOM TRENCH ELEVATION EWEREMOVE 2.0' (TYP.) PROPOSED 3' USTED ON SITE PLAN CONNECT ANY H-20 12"*C.B. TRAP TRENCH CROSS SECTION TO DRAINAGE TRENCHES 24" SOIL UNSUITABLE PROPOSED j. V�6W � SCH4 SLOPED AOF1D MIN. AS SHOWN ON SfTE PLAN 1000 GALLON ENCOUNTERED N��RED H-20 t° LEACHPIT (SIZE AS INDICATED) FOR 1000 GALLON �• 8'MX8'-8' SHOREY PROPOSED MANUF. LsBARON, BROCKTON. MA 5 MIN. LEACHPIT LP1000H-20 OR EQUAL ; 1000 GALLON PRECAST MODEL' LT 105 AROUND H-20 CATCH BASIN WEIGHT: 430 LBS STONE 6,OX6'-8` SHOREY 'OX6'-8- SHOREY Sofa ROOF DRAINS LPIOOOH-20 OR EQUAL BASIN H-20 OR EQUAL REPLACE W/ ''�'�� /� CLEAN SANDD . .. NOT TO SCALE �I 1,�„�4iAt CCESS COVER 6* WASHED STONE UNDERNEATH SECTIONAL PLATE SCALE: 3/4" 1'-0" • ,6` WASHED STONE UNDERNEATH6 X2 LEACHING TRENCH STRUCTURE STRUCTURE BETWEEN STRUCTURES WHERE SHOWN . • • • • • • • • • LABEL SEWER OR"DRAIN AS APPROPRIATE 3/4` 1 1/2" ' • ' • ' ' • ' ' ' ' ' ' . SEE TRENCH CROSS SECTION 4' MIN AROUND PIT WASHED STONE (TYP.) 4' MIN AROUND PIT OR AS NOTED A 32. _DRAIN GE CROSS SECTIONS 24" NOT TO SCALE a NOTE: NUMBER AND ALIGNMENT OF PITS 00000000 171--019 AND BASINS VARIES. SEE SITE PLAN. SEPTIC SYSTEM INSTALLATION - GENERAL NOTES ❑DOODOO❑ 24" 00000D00 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 6. LOCATION OF WELLS AND SEPTIC SYSTEMS ON ADJACENT LOTS ARE AS SHOWN USING ❑000000D OF THE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE 5 '95 BEST AVAILABLE DATA. THE PROPOSED SEPTIC SYSTEM IS NOT TO BE PLACED ❑0❑❑11 0000 . "�"1) WITHIN 150' OF AN EXISTING WELL, NOR 15 A PROPOSED WATER SUPPLY TO BE a u 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING AND PLACED WITHIN 150' OF AN EXISTING SOIL A13SORP11ON SYSTEM. ❑[�[�[ noci❑ 22"_^_ Co BUILT up COMPARTMENT FITTINGS SHALL BE 4"0 SCH40 PVC TYPE II, 11OPSI MIN. SET TO THE UNE DD00❑DQD 3" AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING SEWAGE 7. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM MAY REQUIRE REMOVAL OF OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF NOT SPECIFIED. UNSUITABLE SOIL UNSUITABLE SOILS SHALL BE REMOVE'n TO ITS MAXIMUM DEPTH Dncimoonn 24" OPENINGS 05, FROM WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED WITH 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). EXCESS _ CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE EXCAVATED SOIL MAY BE USED AS REQUIRED FOR FILL ON THE SITE OR SHALL BE p TOWN OF BARNSTABLE BOARD OF HEALTH. DISPOSED OF OFF SITE. • I ' 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THII5 PLAN ARE 8. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE Ff% ACME � 0 APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE, MA, ALL COMPONENTS SHALL FRAME ` GRATE 9.51 6.0' �( WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE BE AASHO H-20 WHEEL LOAD RATED. ALL COMPONENTS DEUVERED TO THE JOB SITE H _ "V (1-888--344-7233) AND THE BARNSTABLE WATER DISTIRICT FOR SHALL BE MARKED AS TO COMPLIANCE WITH TITLE 5 '95. SPECIFICATION. 8` KNOCKOUTS (TYP. TtE VERIFICATION OF LOCATIONS. SCALE: 3/4" � 1'-0" '� 9. SEPTIC TANKS, D-BOX SHALL BE SET'•ON A LEVEL BED OF MINIMUM WEIGHT: 388 LBS. 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE H-20 RATED LEBARON OR EQUAL INSPECTION OF THE TOWN OF BARNSTABLE HEALTH AGENT AND DESIGN ENGINEER. NO REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL TANK JOINTS, PLAN VIEW INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL NOTE: FOR DRAINAGE CALCULATIONS SEE ATTACHED SHEET TANK �r SCHEDULE INSPECTIONS AS REQUIRED. 60 • NIF SEPTIC � SCALE. 1 4 1 CONCRETE MINIMUM TRENGTH: 5000 PSI AT 28 DAYS P.T. 8"XB' WOOD 2' STEEL REINFORCEMENT: ASTM-AS-615 GRADE 60 n,, GUARDRAIL DESIGN LOADING: AASHTO HS-20 v� REINFORCED t W BUac RUIM ACME PRECAST OR EQUAL HOSE (1/2' 0) SEE SEPTIC SECTION FOR INVERTS DOUBLE SiRAMD 12 GA 3 GALV ANNEALED TNWED WIRE i �- ---TREE WRAP. W' M DOWN DO NOT STAPLE P#9691 TH2 6' LOAM do SEED TH1 J STAKES EE 2 1/:PACED - ENGINEER: MICHAEL S. FARIA SE ENGINEER: MICHAEL S. FARIA SE N'.4UND TREE 2 1/:'k2 1/2'r10' 1/2" EXP JOINT APPROXIMATELY 24'-0" OC - COMPACTED FILL GOWN CAPE ENGINEERING DOWN CAPE ENGINEERING I SPACE 1'-0'FROM TRUNK, �^ 1 ' , EROSION CONTROL DOWN DONNA MIORANDI, IRS BOH: DONNA MIORANDI, Rs , I STAINED IIARK BIMI. 1/2 EXP JOINT WHEN ADJACENT fl'1ER CUT B.a..K t, W! 1/?. pIA x12` LONG SMOOTH EXP DOWELS AT 2'-0' OC, ONE- JUTE NETTING. REQ. DATE: 2-16-UO 10 AM DATE: 2-16-00 10 AM i_. _.� �. _ 'S'� DRIVEN AT MK''-E AM "I CONC STPUC,TJP,E OR BLD6 S E _. U�YrJi1KA W[� HALF CxTEIwcD - `_ ( I r+ LOCATION OF 'I LES MUST La N 4'-0' BURIED CONTINUOUS SEALANT _ SMOOTHEDGES��� EARTH _S L O P_e•�. � SL - 0-8' A/B LOAMY SAND 1 OYR 3/1 0-B" /�/B LOAMY SAND l OYR /8 TROWEL ALL E ` `�'` '�" - - - . J 8-73" 1 COARSE SAND 10Yf? 5 8 8-78" Cl i^.OARSE SAND 10YR 5 B �� t 1/1 MIA r�omp sAUCER PREMOLDED FILLER -6" WIDE NOT TO SCALE 78-144 C2 COARSE SAND 10YF5/8 78-144" C° COARSE SAND 10YR5/9 MM 4x4-6/6 WELDED WIRE FABRIC CONTROL JOINT EL 42.0 ON EL 42.3 0 I 3' DEPTH SHREDDED EARK MULCH STOP !,WF AT EXP JT A/B A/B I SMOOTH TROWEL ALL SEALANT 6r / EL 41.33 8' EL. 41.63 8' EDGES 6" WIDE FINE BROOM FINISH 40% GRAVEL Ct.. 40% GRAVEL P.fIAX BURLAP.FROM TOP Cl l r HAIF OF ROOTBALL EL. 35.5 78' u EL 36.3 72' BOT. PERC �I COMPACTED 5UB-GRADE W 1 AT 60" BOT. PERC ° AT 84" ;.. SOIL MD v d a C2 24 GAL POURED C2 24 GAL POURED a a 1' TOPCOAT <9' IN 4 MIN DRY IN 10 MIN N PITCH 17K - MASS DPW 2" BINDER TYPE II <2 MIN./IN. AWAY FROM BLDG. BITUMINOUS <2 MIN./IN. ` EL 30.0 144" EL 30.3 144' "1 I ( t° d a� PAVEMENT 12' PROCESSED GRAVEL NO GROUNDWATER FOUND NO GROUNDWATER FOUND TREE PLANTING D E TA 1 L COMPACTED AGGREGATE BASE .�, , A ° LOCATION SEPTIC SYSTEM DESIGN DATA - UNDISTURBED OR COMPACTED a TEE NOT TO SCALE SUBSOIL \��\ ro DESIGN FLOW: RETAIL AND RESTAURANT SEPTIC TANKS: PER 310CMR 15.223, 15.224 DUAL COMPARTMENT TANK RETAIL USE: 21049 SF (50 GPD/1000 SF)- 1052 GPD CONCRETE SIDEWALK. N.T.S. BAGEL SHOP: 20 SEATS (35 GPD/SEAT) � 7Q0 GPD 1752 200X� 3504 GAL. REQ. : USE 3568 GAL FIRST COMPARTMENT TOTAL 1752 GPD 1752•tOOX•• 1752 GAL. REQ. : USE 2253 GAL SECOND COMPARTMENT GREASE TRAP: 20(15GPD/SEAT)-300 GAL(MIN 1000) USE 1000 GAL G/T SCALE: 1 1/2" - 1'-0" USE TOTAL DESIGN FLOW - 1752 GPD. LEACHING: USE A 99'X24' XO.5' LEACHING FIELD SAS - 2376 SF NOTES: SITE PLANOF LAND IN NO GARBAGE DISPOSALS ALLOWED CAPACITY: 2376(.74) - 1758 GPD > 1752 GPD. O.K. 1. COMPACTED AGGREGATE BASE COURSE: 2' GRADED CRUSHED STONE ON 4" GRAVEL BORROW. 2, PITCH SIDWALK AWAY FROM BUILDING AT 1/8`/FT MIN. ,HYA•N,N.IS, (BARNSTABLE) .t1�IA . SHOWING PROPOSED IMPROVEMENTS AT 276 FALMO UTH ROAD (R T.28) PREPARED FOR THE - - - HOLLY MANAGEMENT & SUPPLY CORPORATION DATE: AUGUST 8, 1997 NOTE: SEPARATE BAGEL SWOP SINK/DISHWASHER FLOW ---- -- - REVISED: AUGUST 18, 1997 (WATER LINE) SAN REVISED: JANUARY 21, 1998 RT.28 CURBCUT) MANHOLE REVISED: FEBRUARY 2, 1998 BUILDING DIMENSIONS) 240I.D. CAST IRON COVERS „�-• - REVISED: JUNE 16, 1998 WA EHOUSE RD CURBCUT) N. MORTM 8 BULLVRUN VALVE CONNECT ENDS OF TRENCHES WITH REVISED: MARCH 2O,2000 TEMPORARY SEPTIC SYSTEM, MISC. MORETA'SEWER* (SPLITS VALVE BOX TO GRADE _V _ _,_ 4"SCH40 PVC AND VENT AS SHOWN REVISED: MAY 22, 2000 ADD EXTERNAL GREASE TRAP)IN FROM ) ALL FLOW EXCEPT KITCHEN/SINK (SPLITS FLOW FROM S/T TO FUTURE SEWER) CAST IRON COVERS (3 REQ.) BLOCK UP D-BOX, H-20 24"I.D. RISER 42* VARIES. / INSECT SCREEN REQ. BUILDING (TYP.) 4 .2 H-20 0 GRADE, MORTAR ALL COMPONENTS SEE PAVEMENT SECTION _ SLAB E 43.0 EWERS _ off 508-362-4541 fax 508 362-9880 6"ISC PVC - -�2"-WAgtt R-4'3CH :36- �H OF �`�M Of M1yIv. / 4"OSCH-40 PVC LINES AT 0.5X, TITLE 5 ORIFICES. 0,5XMIN. o'L`d o4� AR E Sys I ixiARNE N. � (VARIES) ATiXMIN. -10"TEE 2 3GAL ° ° a ° aaaaaaaaaa ° a a ° aa ° aaaao aa ° baaaoaaaaaaaaaa ° aaa s WALA down cape engineering, Lne. .83 MAIN AREAS 10' aaaaaaaaa ° aa ° aaa ° aaa ° ° aaaaaaaaaaa^aaaaaaaa ° aaaao ° aaaaaaaa .,' 3!9. aa0000e OQO00?A• aQa�Opa4a�O�O�apO;aQO�G00aa�O�ap•,pO�O�a00 Op aODODO0Opb�O0OVOQa�ODOpO�ODOpOpOQO�O�OQD�0�0�0�0�00ap0�000�00000p0�0 .., pj I 41.18 BAGEL TO G/T 38 gp COMPARTMENT " o 0 0 0 0 0 0 0 0 0 0 o a o 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 �� �n N0.2 oe - INV.'5 39.0 24'_ 4 rSCH 40 PVC AT 17C °a°a°a° °a°a°.° a°aaaaaaaa°aaaaaaaa°°aaa a o u o 0 0 0 o u o 0 0 0 0 0 0 0°0°0°0 0° °a°o°o°o°o°ago°o°o°o°o°u°o°o°o°u°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° O a `, -`1:"•• GREASE TRAP TEE o°oaoa000 oaoaoaoaoaoaoyo aoaoa°aoaoao 0 oaoaoa°o°o°o'o°o°o° °o°o°o°o°o°a°o°o°o°a°o°o°o°o°o°o°o°o°o°.�°o°o°o°o° INV. �' CI J 37.116 s� o CIVIL ENGINEERS IN FROM 4' UQ. LEVEL 37.5 ASTM C-478 4'a "ed TEES � � ,_.....� -- - �- e DISHWASHER 9.5' 0.5 8.0 38.5 38.4 2 QU f CL INV. H-20 FLAT TOP SECTION 37.86 NA LAND SURVEYORS -- ONLY. ...: ., ... ;. . ••. 38.97 ACME OR EQUAL 17.0' ____ ,Ifl_3 - _. v HINC U �-.. • " TO 1-4" DOUBLE WASHED STONE 6" BELOW INVERT DATE NE H. OJALA, P.E., P.L.S. _ COMPACTION (TYP.) FULL PIPE HEIGHT o 8 STONE & ACME D86 H-20 OR EQUAL _�- 939 main st. armouth, ma 02675 (USE LARGE RADIUS BENDS) o a o _ Y 4'SCH40 PVC MULTIPLE COMPARTMENT �•) a AT 2% SEPTIC TANK- 6.000 GALLON USE SPEED LEVELER t` ACME 6,000 GAL LOW PRO. , 2O 0 20 40 6O` Feet (OR EQUAL) SEPTIC SYSTEM IS INTENDED TO BE USED AS A TEMPORARY MEASURE � Tr�S 1 � 1 ION SCALE: 1" = 20' NOTE: THIS UNTIL THE NEW VACUUM SEWER LINE IS INSTALLED IN FRONT OF LOCUS. f� f�- I -, -ACRfO- SH_j E 1" 2 Of 2 THE BUILDING WILL BE PLACED ON TOWN SEWER WHEN R BECOMES AVAILABLE (12 MO`S MAX.) NO GROUNDWATER FOUND EL. 30.0 97-220 I t I,',F tr�At��I1-� . . ��'TAMJING.: ,, 2� �- . �,��RM �. �� � �•� : ,� r� �'' • ' ifs • 5 -` : ' 5� ;�•� ( 7 8 � • � 9 ' • ''f ROJ�.INIs W,d1.1� � � � / ' �1�'.y. �:<. 1. r. / • ��/ t o : ,o Al - -,- .41 2 " --- It rim Cl '5'?Jk1NKSN XI o.N• D!`► ' . ! i-'� d x10 O.N>Irh f ' d 'N•"XiD' q. gxt %o+' 10'-0" 3'-4. =1b� Sj ->� 'g!..!4 4-0' ; ©a-e►►. •��-ow g�,�n ,I I��J�� ,mks w� . �� zl -00 ov No IM • s Y t , I I a O UJ id 10 ,i I a�+j1t I i Q Co• O I � • � • � �• t r i i may. .., itti;'�' ./ � � • V adw • f%AT"M w I+ ' • • � CnNC�. fit.4T�'o1CM � ` � 4!- d 9�-4 Z :•B� 91•A S. �/MT�L, 161M ` I ' • i j 4:p• i AN ' '�' In O •• • ,•. � , M 1 � • _ 4 faa !i .� iW�' • J�f • • n tcc ...t'' U�j1 1 -. t (i�1 , �• 1 '..'� '�• ^.. j j I P '' : '�•0. • {t I `�� ' , V. '-,� •�{'�`' ',' ►' ' ~� ; �-9�•.. , C�, �t• •,�,..?I' 1�<• � 4J•• ; • I • '.J`%. %4-F'i:�.rr r. ` "C X W ' za e o I I - 1,• Q M �. w co I _.�_ . . ._. ._. _ .._. . .. , 1. UN 4>1 It I- s O. 4 t w •be IL 3 I � •, � � 5, bM 1 Z�_b+l 41-a"• , q1.2� IZ�_$N.: : �Z�. 11..L�' I��2n ZIP" 1 5I I I rd_,y�l I•�!8� I'_g" 5'-8u '7 L-oN 12 ' ! 1 bn i�b� 131-p� 12�_ol. 81..�" •, ' 1 �o I - :b la 10 _ _ _ - O b . 0011 c to ; t V. d2 _ ;Al ' • �M-•-- ---_._......_ ._... �'+'�_� 2rv'•d' �'��o' 2'3'�• 1 g'-1 o II I�1N 'bu �....iD� n-7 i - - ___. _. __. -___. _— _. k . }•• L.. ... _ _ ...__,— ___._._....__ _ ... . .. ..__»tea. __.._ ...__. ------------- , I #3B LOT 43 Z� � ZONE t-b 40.53 :.�•m AIRPORT EXISTING 164 BUILDING 40.76 4 .. ° �r \� TO BE REMOVED (TYP.) CC MALL. UARDRAIL ,/ 0 - 1�5 ER A ------ :. 000 G L_LP ACE S NE ( ) 10 LOCUS / r RIM 40. i QTTO M TRC � ' O EL. 36.5`^. ASSESSORS MAP 293 PCL 31 RQPosED EDGE PA E " � SPACES ch40 T ?.0 PLAN REF. LCP 17786 , T CAPE C BERM P. N 4MILES ZONING: HB HIGHWAY BUSINESS 4178 1 c cr ny ��� SE3-32193 LOCUS MAP OVERLAY DISTRICT: AP \ 0 PROPOSED WORK LIMIT LINE - _ R \ p i 5�1 AQ�� (EXCEPTING SIDEWALK REMOVAL) FRESH POND �G-ENERAL,» NOTES. ��' T,-� .�,���� ;`� , <oo � LOTS 86, 85, 45, 46 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPC OXIMA i=. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING ,CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1- 42" ^'""'"" `7 pr;OPOSED R007 DRAT U' 888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE GABLE, PIPE OR \ 8"SCH40 PVC c\ EXISTING ASPHALT TO' BE REMOVED EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ' ° �� AND AREA WITHIN 50' BUFFER REVEGETATED WITH NATIVE SPECIES AT 2q MIN. 11'P. . OSGS E 6" MIN COVER AT ` . , s ^�, SEE PLANTING PLAN BY BILL LEWIS ON FILE WITH BARNSTABLE CONSERVATION 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS Vd , Ekr ` PROJECT WORK SHALL. CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS \ (TYP') AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 3. ALL RUNOFF TO BE CONTAINED ON LOCUS. ` A 4. ALL DRAINAGECOMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. EXISTING MOTEL BUILDING TO BE REMOVED�5, ALL ROOF RUNOFF TO BE PIPED INTO DRAINAGE TRENCHES. - (NP) 6. 61OAM AND SEE ALL DISTURBED AREAS. EROSION CONTROL NETTING ON ALL SLOPES > 10% 42• 7, SECTION OF POND EDGE OF BUILDING REQUIRES A DEEP FOUNDATION WALL; FOOTINGS TO BEAR ON COMPACTED SOIL, SEE FOUNDATION PLAN (BY OTHERS). "\ 8. SPRINKLER SYSTEM TO BE INSTALLED TO HYANNIS FIRE DEPARTMENT SPECIFICATIONS f WATER CONNECTION TO BARNSTABLE WATER COMPANY/FIRE DEPT. STANDARDS. 9. ALL EXISTING ENCROACHMENTS TO RT 28 LAYOUT TO BE REMOVED AS NOTED AND ISLAND 2.11 TO BE LEVELED AND HAVE 4" SCREENED LOAM AND GRASS SEED APPLIED. ----- S'ITE PLAN REVIEW DATA: HQ HIGHWAY B C- UNIT 2 `� CO LE R 6. REQUIRED EXISTING PROPOSED 5004 SF RETAIL UNIT 3 \ LJNI 4 \ LOT REQ.: SJ7_; 4-0 77,87307 y0'-` \ BVW 7/16/97 LOCATION T RETAIL 384 SF 2496 SF UNIT 1 RETAIL RETAIL UNIT 6 W Jam' $ 5000 SF 20 SEAT I_ RETAIL \ BAGEL SHOP G SETBACKS: FRONT:_ WAREHOU�EOT \ A , X 2r,,392 SF �E, 1 _ AR: Cr NA PATIO ' _ µ BUILDING COVERAGE.. 30 o A 20_4 % u, ° INV. 41.41 1362 SF GUARDRAI I I dm (UNDER CONSTRUCTION) I-- - INV. 41.18 OVERLAY DISTRICT: AP coo cn SLAB ON GRADE EL 43.0 i 38.0 LOT 50 O SEPARA '.' KIT HEN/SINK FLOW �.. PARCEL 1 M c INV. 41.1 " 2 INV. 3.i Ate' UPLAND 5,1 o 14 r GONGF,:-IE 51D - BOTTOM X6 x2' 'WETLAND 5 rF 26TOTAL: 5 0 7 �E ~3� "TRENCH 45 L N H � iD�`�`L'�" _. s ......•."'°�;f ..�,.. F ` INV. 39.83 G CL Q / r INV. .8.97 � -39.5 � 0 34. h .!. 0 2 35- W 7 C.-. 39.30 RESET \ a d o 99 ACES .I LEGEND �;'_ 3Q BuI ;� VA _ M 40.s' a O '-- SHRUBS 4 .23 , _ 10.3 8t,'r� PROPOSED 6000-RAL j 20 S/T IV TEST HOLE p .61 2 gQMPAftTPrLNTS e./ /P@d . G G�IARO RA11 38.05 CAPPOSFLL4i(�D�35- SEWER LINE (T(f' I V. p., TH EN WATER GATE '/� � 3 .5 •5 f �• // / 35 SPpC•E. � �.. _-- R��Ep11'- S�,ED ...-•-•-'' �- �."'ti, --'� ? �OPM 0W r CATCH BASIN EXISTING BUILDING 4 48 J i+ - �1 - �� -- STATIONING FROM PB 293 PG 35 HYDRANT . N __- SLE► v; 0. M,�. -� P. a l E. .CR lS`, JG BOT L' M 11.P• r _ �� jFjA.a Q '-- _ - STfN�RBCUT TO BE 38.20 PRO SED OVE EAD WIR �, o PROPOSED.-99'X�LEACH NG FIE D SAS TRE:N H --' "-� F\•-O RETAIN BERM C- GUY WIRE AND UTILITY EA MENT �'" EL. 36 1' �� - -3; �6 RETAINED F MODIFIED AS SHOWN 38.35 42.2 549 SFt , r �,:.• G_ .,- 3 6 2 UTILITY POLE s^ RI 4 ,r,k X� -' -- " ---~-G- GAS UNDERGROUND VENT 15. a. - P_ o w R 4V 1RB 'n FLOW LINE ,.. l �Y' ,.. ��.---�1 _ � � �E.�p_-- �..,.,•.,-- ,..----- `�'- RT 28 1.5' BERM W . WATER LINE ST( I?„�• W PROPOSED SIGN . _... - �.,• ---' _ PER 2oNIN �. -� ._------- 38.95 38.75 -42- �� j 0 38.27 PROPOSED CONTOUR 41 8�. -_ ��,.....-G - ,� t 201 ...-- 3a.z3 39.23 -31 - EXISTING CONTOUR SIGN AND _..--- � � a7.66 PLANTER --� - G PROPOSED SPOT GRADE PAVED PARKING S 1.5 �- - ;,� - REMOVE CURBCUT U / XISTING-POLE` CAUTION: EXISTI RESSU I �q AN -HYDRANT A5 5 FORGE SEWE MAIN PROPOSED >2 ' 39.63 EXISTING BASIN TO REMAIN TREE S APPROX. LOCATIO,J�L_•FRf7M TO �' 2 . TBM EL. 39.40 ,�:: r-•�'"----� ASSUMED GIS MAP N Z � REMOVE PAVI, .I`j SIGN -'" .T-,---' _. ]' j� OF LAND IN LIGHT POST Guts 1N -' E I G �' aPo 1�a' caB �-- _--' REMOVE CURL(1,• _ rf- F ? 39,72 1 1 AREEHOUSE 15 41.33 AND Ea "� �� &QY _- ., YANNI S, (BARNS T�B' E } MA . M ETAL 41.94 GRASS ISLA 0, IGN G_� 40.74 -..✓� (TYP•) SON wICE �-' / S1PT� COVER UNLESS NOTED 42.z3 �1 � �✓ 1 '" F1.w 1 � �AM�N� 1� SHOWING PROPOSED IMPROVEMENTS AT PR@P6D 2 C BERM 4 40.97 s� 209 PPRQX• NEW SEWER LINE ---- G 41.02 �a� _.. FROM TOWN PLANS 40.07 ;.. .-`'` E"" p nF gTEE� row _ G 4,.21 �- _ xl ,"G 276 FALMOUTH ROAD (RT.28) _r �0w F_ __, a 40.31 PREPARED FOR THE HOLLY MANAGEMENT & S UPPL Y CORPORATION EX1S� AY HATCHED AREAS TO BE PAVED y NONE DRIB c7 PAVED SWALES D UPOLE 333 9.5 SEE TYPICAL PAVEMENT---SECTION �.�-�' 5 __ DATE: AUGUST 8, 1997 NT- 41.71 FLOWLINE 2' CCBERM SAWCUT PAVEMENT AND MATCH c� 40.67 `�, REVISED: AUGUST 18, 1997 (WATER LINE) EDGE P�� UST4N�RADEs. `�. REVISED: JANUARY 21 , 1998 CRT.28 CURBCUT) INTAIN EXISTING FLOWLINE - --� REVISED: FEBRUARY ?_, 1998 BUILDING DIMENNSI0NS) 1.88 210 - HAYI3A,LEs PRIOR ro r - REVISED: JUNE 16, 1998 rATDD A EHOUSE RD CURBCVT)41.1z �RAII 0 I N "-' REVISED: MARCH 2O,2000 EMPORARY SEPTIC SYST_MMISC42.03 FLOWLINE 2' CCBERM 41.25 G STEEL- GUAR �rREVISED: MAY 22, 2000 EXTERNAL GREASE TRA� ) ) 42.23 EX1ST1� �95 POLE I 40.29 34 a off 508-362-4541 41.54 12"o CULVER� GUY WIRE fox 508 362-9880 41.70 I CT39.73 EXi,1NG CLL 33 A5 OF M -' 42.03 NOTE: THIS SEPTIC SY(>'�EM IS INTENDED TO BE USED AS A TEMPORARY MEASURE �,� o� ARNE down cape engineering, inc. UNTIL THE NEW VACUA 4 SEWER LINE IS INSTALLED IN FRONT OF LOCUS. g ABNE H• zx H• IT IS DESIGNED TO Ml:-:r CURRENT TITLE 5 STANDARDS WITH NO VARIANCES REQUIRED. OJALA OJALA EpC,E PAVgMFN1 THE BUILDING WILL Bf, PLACED ON TOWN SEWER WHEN IT BECOMES AVAILABLE (12 MO'S MAX.) CIVIL zag No.26�48 oe �o CIVTZ..., ENGINEERS LAND SURVEYORS 42.20 _ _ ��zs Ll�rc_) DATE 1. OJAIA, P.E., P.L.S. 939 main st. yarmouth, ma 02675 42.11 "^"''� 20 0 20 40 60 Feet SCALE: 1" = 20' 97-^•225 S.10-06"T T l OF 2 • L. HEAVY DUTY H-20 COVER PROPOSED H-20 F&G MIRAFI 14ON 'X 2' GRATE P FABRIC OVER 2 LABELED "DRAIN" (TYP.) OVERLAP 12" 2'-10" DRILL (2) 1"0 HOLES IN COVER, SEE DETAIL BUILDING DOWNSPOUTS 3" PEASTONE OVER PIPE 12"0 SLOTTED H-20 WIDEN BERM TO 18" X 5" AT BASINS CORRUGATED HDPE PIPE SEE PAVEMENT CROSS SECTION AD5 N-12 OR EQUAL 6" LOAM & SEED 4" LOAM AND SEED COMPACT BACKFILL IN 6" ALL DISTURBS 26" ALL DISTURBED AREAS LIFTS (TYP, ALL DRAINAGE) � .75 -1.5 DOUBLE 5' UNSUIITABLE 6" MIN. COVER INVERT ELEVATION (Tm) MIRAFI 1401N FABRIC OVER H-20 WASHED "NONE AREAS (TYP,) 501E REMOVAL OVER LINES 3" MIN. PElASTONE PRECAST SLOTTED H-20 2' i A5 LISTED ON SITE PLAN SLOTTED H-20 RISERS 12"0 HDPE DRILL (2) 1"u+ TO CLEAN SAND 12"0 HDPE A5 REQ. ADS N-12 OR EQ. �M RTAR ALL COMPONENTS `-�-- �[ (�P,) HOLES (�, ) COARSE SAND fi' �,. �YYE 8 lf8" ;r..:;.,w„�:�-.;.•r.r.: ' r•:..Nr:.y,g::;•.:>rs'ra+�,: .�;i�. 'J�.^...-, Y!•,y',r;9�.'.'.'17'.r+�.uysY).>:.�:-�.:,,; �;,.��>.�Ye�i�>;�•+-�wrx�,.,>.,',3;r.., .:,y.'. A5 REQ. SEE CLFANOUTS H LOGS VARIES AT MAJOR 2.0' (TYP.) 12.0. (TYP.) BENDS 2.0' (Tl P.) BOTTOM TRENCH ELEVATION ANY REMOVE PROPOSED �^^ ^ LISTED ON SITE PLAN 24" UNSUITABLE H-�O 3' C.B. TRAP CONNECT 12"0 PIPE TRENCH CROSS SECTION TO DRAINAGE TRENCHES �{ppPPEE AS SHOWN ON SITE PLAN SOIL PROPOSED i-�� '. ELE10W NTS � ENCOUNTERED p 1000 GALLON SCH40 ROOF DRAINS }. SLOPED AT 1% MIN. (IF ANY) H -20 `? LEACHPIT (SIZE AS INDICATED) I ATCH MANUF. LeBARON, BROCKTON, MA FOR lOQO GALLON �. : . . 6'0X6'-B" SHOREY I' PROPOSED ) MODEL: LT 105 5' MIN. LEACHPIT LP1000H-20 OR EQUAL 1000 GALLON PRECAST WEIGHT: 430 LBS AROUND ONE BASI 8'mX6'-EI" SHOREY OX6' E9"CSHOREY SOLID �"� TYPICAL- ,�A �gIC, �, � LP1000H-2O OR EQUAL REPLACE W/ BASIN H-20 OR EQUAL CLEAN SAND NOT TO SCALE SCALE: 3/4" = 1'-�O" L 6" WASHED STONE UNDERNEATH 6'X2' LEACHING TRENCH . WSTRUD STONE UNDERNEATH SECTIONAL PLATE LABEL SEWER OR DRAIN AS APPROPRIATE STRUCTURE BETWEEN STRUCTURES WHERE SHOWN . . . . • . . . . . . . . 3/4" - 1 1/2" . ' ' ' • ' . . • ' • ' SEE TRENCH CROSS SECTION 4' MIN AROUND PIT WASHED STONE (TYP.) 4' MIN AROUND PIT OR AS NOTED 32" !� 24" I DRAINAGE S SECTIONS NOT TO SCALE NOTE: NUMBER AND ALIGNMENT OF PITS OF]Q[][] FIF] AND BASINS VARIES, SEE SITE PLAN. ❑nnmnnno 24" 1� �� SEPTIC SYSTEM INSTALLATION --_ _GENERAL NOTES (�][�[J[�[]�]�]❑ 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 6. LOCATION OF WELLS AND SEPTIC SYSTEMS ON ADJACENT LOTS ARE AS SHOWN USING �I������❑ N� Or THE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE 5 '95 BEST AVAILABLE DATA. THE PROPOSED SEPTIC SYSTEM IS NOT TO BE PLACED Q[=00000 22" WITHIN 150' OF AN EXISTING WELL, NOR IS A PROPOSED WATER SUPPLY TO BE .I 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING AND PLACED WITHIN 150' OF AN EXISTING SOIL_ ABSORPTION SYSTEM. BUILT UP COMPARTMENT ��0����� 3" � FITTINGS SHALL BE 4"0 SCH40 PVC TYPE II, 110PSI MIN. SET TO THE LINE AND INVERT ELEVATIONS SHOWN, THE MINIMUM PITCH OF PIPES CARRYING SEWAGE 7. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM MAY REQUIRE REMOVAL OF 24" OPENINGS OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF NOT SPECIFIED. UNSUITABLE SOIL. UNSUITABLE SOILS SHALL BE REMOVED TO ITS MAXIMUM DEPTH 0.5' FROM WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED WITH 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). EXCESS 0 CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE EXCAVATED SOIL MAY BE USED AS REQUIRED FOR FILL ON THE SITE OR SHALL BE TOWN OF BARNSTABLE BOARD OF HEALTH, DISPOSED OF OFF SITE. C7 0- 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE 8. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME F� M�` AND G F &_ET 9.5' 6.0' APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE, MA. ALL COMPONENTS SHALL 1 IMa E ✓fit �4 s/V�'� WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE BE AASHO H-20 WHEEL LOAD RATED. ALL COMPONENTS DELIVERED TO THE JOB SITE Y"RM YY"I"wrll q IOVII�Yq"II W SCALE: 3/4" 1'-0" 8" KNOCKOUTS TYP. TREE (1-8VERI88-344-72CATION OF LOCATIONS.E BARNSTTABLE WATER DISTIRICT FOR SHALL BE MARKED AS TO COMPLIANCE WITH TITLE 5 '95, SPECIFICATION. MINIMUM WEIGHT: 388 LBS. 9. SEPTIC TANKS, D-BOX SHALL BE SET ON A LEVEL BED OF H-20 RATED LEBARON OR EQUAL 5, CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE } INSPECTION OF THE TOWN OF BARNSITABLE HEALTH AGENT AND DESIGN ENGINEER. NO REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL TANK JOINTS. NOTE: FOR DRAINAGE CALCULATIONS SEE ATTACHED SHEET PLAN VIEW INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL ��� GALLONO. PTIC .ANK c SCHEDULE INSPECTIONS AS REQUIRED. SCALE: 1 4 - 1`-0 P.T. 8"X8" WOOD 20 CONCRETE MINIMUM STRENGTH; 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM�-AS-615 GRADE 60 GUARDRAIL DESIGN LOADING: AASHTO HS-20 M ACME PRECAST OR EQUAL V RDNFORCED NEW BLACK RUBBER 3 SEE SEPTIC SECTION FOR INVERTS HOSE (t/2" 10) DOUBLE STRAND 12 GA 1 r� GALV ANNEALED TWISTED WIRE TREE WRAP. LAP ENDS DOWN 00 NOT STAPLE Ll P#9691 6" LOAM & SEED TH1 TH2 3 STAKES EQUALLY SPACED COMPACTED FILL ENGINEER: MICHAEL S. FARIA SE ENGINEER: MICHAEL S. FARIA SE 1 AROUND TREE 2 1/2"x",1/2'x10' , 1/2' EXP JOINT APPROXIMATELY 24'-0" OC EROSION CONTROL DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING SPACED 1'-0* FROM TRUNK, JUTE NETTING REQ. i BOH: DONNA MIORANDi, RS BOH: DONNA MIORANDI, IRS ` STAINED DARK BROWN. ----1/2" EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2", W/ 1/2" DIA x12" LONG DATE: 2--'16-00 10 TM DATL 2.-16-00 10 AM / STAKES DRWN AT"LE: AND Y� SMOOTH EXP DOWELS AT 2'-0" OC, ONE- � A SLOPE "'� SECTION. TO CONC STRUCTURE OR BLDG EARTH 1,JPULU_°J VE.R!`<.;tl_ 'wa�lli WIRE / HALF G";EASE!�? I nr.hTlQh" OF TF.r,, 41 ISr r,r- " " MIN 4'-0' PUKIEE' O{ CONTINUOUS SEALANT 0-8 A/B LOAMY SAND 10YR 3 1 0-8 A/B LOAMY SAND 10YR 3 1 SMOOTIi TROWEL ALL EDGES DIRECTLY UNDER OPENING. NOT TO SCALE 8-78" Cl COARSE SAND 10YR 5/8 8-78" Cl COARSE SAND 10YR 5/8 t1f1 f PREMOLDED FILLER 78-144", C2 COARSE SAND 10YR5/8 78-•144" C2 COARSE SAND 10YR5/8 MIN 3" DEEP SAUCER -6" WIDE " uIN - 3 DEPTH SHREDDED BARK MULCH STOP6�WETDEDPWIJRTE FABRIC EL. 42.D b EL. 42.3 O" CONTROL JOINT A/B A/B �.' SMOOTH TROWEL ALL SEALANT " EL 41.33 40% GRAVEL EL, 41.63 8" EDGES 6" WIDE FINE BROOM FINISH 6" 40% GRAVEL Cl C1 REMOVE BURLAP FROM TOP EL. 35.5 78" L.1 EL. 36.3 72" r HALF OF ROOTBALL BOT. PERC W I ' BOT. PERC I I,�.; ,• COMPACTED SUB-GRADE AT 60" < a, C2 24 GAL POURED C2 AT 84" SOIL MIX 24 GAL POURED �¢ <9" IN 4 MIN DRY( IN 10 MIN � � �- PITCH 1% a a . n 1" TOPCOAT MASS DPW <2 MIN./IN. <2 MIN./IN. r AWAY FROM BLDG. r - 2" BINDER TYPE II EL. 30.0 144" EL. 30.3 144" c BITUMINOUS NO GROUNDWATER FOUND NO GROUNDWATER FOUND 2"� %A PAVEMENT 12" PROCESSED GRAVEL SEPTIC SYSTEM _DESIGN DATA TREE PLANTING DETAIL COMPACTED AGGREGATE BASE NOT To SCALE UNDISTURBED OR COMPACTED A TEE LOCA �I ON DESIGN FLOW: RETAIL AND RESTAURANT SEPTIC TANKS: PER 310CMR 15.223, 15.224 DUAL COMPARTMENT TANK SUBSOIL / `o RETAIL USE: 21049 SF (50 GPD/1000 SF)- 1052 GPD 1752*200%= 3504 GAL. REQ. : USE 3568 GAL FIRST COMPARTMENT N.T.S. BAGEL SHOP: 20 SEATS (35 GPD/SEAT) r 700 GPD (�' E TE SIDEWALK /\\ TOTAL 1752 GPD 1752*100X= 1752 GAL, REQ. : USE 2253 GAL SECOND COMPARTMENT �.d USE TOTAL DESIGN FLOW = 1752 GPD. GREASE TRAP; 20(15GPD/SEAT)=300 GAL(MIN 1000) USE 1000 GAL G/T SCALE: 1 1/2" = l'-O" •• / ` in NO GARBAGE DISPOSALS ALLOWED LEACHING: USE A 99'X24 XO.5' LEACHING FIELD SAS - 2376 SF �j/� 4 CAPACITY: 2376(.74) = 1758 GPD > 1752 GPD. O.K. NOTES: OF LAND IN - 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW. PLAN 2, PITCH SIDWALK AWAY FROM BUILDING AT 1/8"/FT MIN. � ,r 7�7 � ` �v TABLE) ) 1 '� L V SHOWING PROPOSED IMPROVEMENTS�AT 276 FALMO UTH ROAD ( ) PREPARED FOR THE _-- - ---------- _ -_ __ HOLLY MANAGEMENT & SUPPLY CORPORATION NOTE: SEPARATE BAGEL SHOP SINK/DISHWASHER FLOW - - - RGM--�SAN4--Are - - ------ ---- ----- ------- ---- DATE: AUGUST 8, 1997 97 WATER A4"I.D. CAST IRON COVERS MANHOLE -- ------- T---� REVISED: AUGUST 18, , 19998( RT 28 LINE -`--- - NOWtd-MORTAR--AL-L--C-OMPO►k -NTS-- /=EL F 6 0 bL L_L-RUN VALVE - --- -- -- REVISED: FEBRUARY 2, 1998 BUILDING DIMENSIONS) "SEWER WITH VALVE BOX TO GRADE REVISED: JUNE 16, 1998 WAF EHOUSE RD CURBCU ) ALL FLOW EXCEPT KITCHEN/SINK MORTAR ALL CONNECT ENDS OF TRENCHES WITH REVISED: MARCH 20 2000 TEMPORARY SEPTIC SYSTEM, MISC. _ IN F130 (SPLITS FLOW FROM S/T TO FUTURE SEWER) " � P ) - BY-�AS,F�RE_A,SIa--�iA,P _-COMP©NEhI�FS_�-_ _-_ __. - _ -_..-. / 4 SCH40 PVC AN0 VENT AS SHOWN REVISED: MAY 22, 2000 ADD EXTERNAL GREASE TRAP) _ SLAB EL 43.0 BUILDING (TYP•) 41 2 H-20 CAST IRON COVERS (3 REO.) E LACK UP D-BOX, H-20 24"I.D. RISER 42f VARIES. `,/ INSECT SCREEN REQ, SEWERS IQ GRADE, MORTAR ALL COMPONENTS SEE PAVEMENT SECTION off 508-362-4541 -- --`- 6"0SC PVC RFASTC�N€-EL8.8fi .- ____-_ x WASHED-F'E3fiQtd1�CJVER YL"�3CH�16-f�IF'Es 83 �16 Or yN 0f fax 5O8 362-9880 .83 MAIN (VARIES) 10"� ,"' --- 10"tEE - - -- 4"OSCH-40 PVC LINES AT 0.5%, TITLE 5 ORIFICES. 0.5%MIN. � q ` AFiNE �tyG ' AT 1% MIN. ENE 61. yG Ft. s 41.18 BAGEL g+52- TEE G/T 39.3 _ _ _ 1�- --- -- 2 53 GAL -- - -� - �o odo 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 o n o n o o ° o o'o n o o ° �f j p7 /� engineering, 7 y� D00-GP I V.' 39.0 38.90 COMPARTMENT PARTi�ENT o o�o�) o o ci o°o°00000°n°o°°°o°000°00000°000°000°°°oon oo °a°o°o°0000000°o°0000000°o0000°o°°0000°o°a0000p000°000000°ooa00000°oc s , OJA� 4l v 11 l✓ L ld�. 7�'� - IN V.'S 44 0°0°0 °o°n°n °o°o °o°o o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° °o a°o°o°o°o°o°o°o°o O°O°p°O°O°O°D°O°O°O°O°O°O°°°°°°°O°0°O°o°°°°°O°O°° d�VOE -y 1' GREASE TRAP ° ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1a ° DLO.2834 4 •i;,•,.r IN FROM , 24". 4"!�SCH 4Q PVC AT 1X °O°°°o° °o°o°o°c a°a°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° °o o°o°o°o°o°n°n°o°o°o°o°a°o°o°o°o°o°o°a°o°o°o°o°a°o°a° o°o°o O '`� DISHWASHER 4' LIQ. LEVEL 37.5 ASTM C-478.4 0__ m TEES ,'x'n , TEE _' °O°O°D°D°O°a°O°O°O°O°O°O°O OVO°O°O° O°o)°O OQOQO�OnO2ln0_ , pO° b°O°U°O°D°o°O°O °O°°°a°a°a°°°O°O°0°a°O°U°°° INN. _ a __ -° a- a„ycp�-a>�--e.re--1r_c:_ox e�< .c- h-o--. =sue-ax-4 +� GME1 0R-ir$1�A1-y "-- �t;i�S1�1A (QL�-.'_0-,3L -'- --- -._ ___� _ y -._ - o- c. _ o oat> ---37.86 't�,� ' ,°1 Q � �� �1$ R &-sTNKS--- CL INV. 9.5' 0.5 6,0 38.5 /� CIVIL ENGINEERS ONLY. ';�,. •: ..• ;,.. .::. ... : H-20 FLAT TOP SECTION 38.4 f( 38.97 IV- LAND SURVEYORS " ACME OR EQUAL 17.0' 37.86 2WOU ��IYIIL k v,�r 38..,3. T. _ � _ V - GRAVEL-A"€G.H --- -FBRME6-iNVEf2fi"sT ----- -- - ----- 9"'_X`24- FACFi1NG_`IE:CD 6----. . COMPACTION (TYP.) FULL PIPE HEIGHT _ " DATE NE H. OJALA, P.E., P.L.S. ' (USE LARGE RADIUS BENDS) � �6 STONE �!: " TO 1•-� DOUBLE WASHED STONE 6" BELOW INVERT z __ _ ACME DB6 H-20 OR EQUAL_ 939 main st. yarmouth ma 02675 -' --�MEC-HANileAL:-eeMPA _._ -� - 4"SCH40 PVC - MULTIPLE COMPARTMENT (�) PIPES LEVEL 1 2 FE � -� ' AT 2% SEPTIC TANK- 6,000 GALLON USE SPEED LEVELER`; ACME 6,000 GAL LOW PRO. r 20 0 20 40 60 Feet -- - -- "'-WITH---COMPARTMENT--(OR-EQ17AL)--- T_-- ---- - -- -- _ _ SCALE: 1" = 20' NOTE: THIS SEPTIC SYSTEM IS INTENDED 7a BE USED AS A TEMPORARY MEASURE - ,,,�, � Sly UNTIL THE NEW VACUUM SEWER LINE IS INSTALLED IN FRONT OF LOCUS. ] ----- --H 15-flES16NEL3-T8 MEEK URREt�T-`Fi�TA-NDAf2�-WITf+-N0-VARIANCES-REQUIRE$-- - L] "..i 2 OF 2 THE BUILDING WILL. BE PLACED ON TOWN SEWER WHEN IT BECOMES AVAIIABL�. 12 MO'S hIP)`�-'f0 SCALD----�--------- ---- T - �--�y---------- ^- .[,� ( MAX.)) NO GROUNDWATER FOUND EL. 30.0 97-225