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HomeMy WebLinkAbout0830 WEST MAIN STREET - Health 830 West Main Street Hyannis .. P _ A._.249 105 N l a I� i 4 k i gr F Hazardous Materials Inventory Sheet Checklist 0 / Date L�Physical Street Address-Check database to ensure it exists Working Phone Number Actual Amounts -( ie. gas being used to fuel machines, thinner to clean brushes all count as hazardous materials-no blanks) Storage Information location of storage, how long is storage for? one, note that. Disposal Information -where and who? If none, note that. Applicant Signature - understand what is listed and noted �tl Staff Initial any questions, know who to ask Vehicle Washing/Rinsing? -give a vehicle washing policy and explain it //Attach the Business Certificate with your sign off and comments —Th `invveentory form should explain what the business consists of and the procedures I they are doing. Notes need to be left to explain what you discussed with them. YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost $40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) You must first obtain the necessary signatures on this fonm at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: Z5 Z�ti Fill in please: W~* APPLICANT'S YOUR NAME/S: c BUSINESS YOUR HOME ADDRESS: 25 c i ee l czvi r M !lL[�G/ s3u!Lo_0 j. TELEPHONE # Home Telephone Number (oC�- �(Q -G(� y - (ell hcn p NAME OF CORPORATION: NAME OF NEW.BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO Ccri� M.4 ULLPo / ADDRESS OF BUSINESS e � a"'' MAP/PARCEL NUMBER (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 2. BOARD OF HEALTH This individual h4ebeen infor do the 4rmi uiremants that pertain to this type of business, Authorized Si nature* MUST COMPLY WITH ALL COMMENTS: HAZARDOUS MATERIALS REGULATIONS 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of,the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Date: / r g-0 I TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS NAME OF BUSINESS: raind BUSINESS LOCATION: S uksk Main iS INVENTORY MAILING ADDRESS: _10t jgM0 . PH9 ms-, llu4nhl,S TOTAL AMOUNT: TELEPHONE NUMBER: IPA- 5(o(Q -0bg4 CONTACT PERSON: l--i 5A. cnnQ Y EMERGENCY CONTACT TELEPHONE NUMBER: ��g- 3ZI�'�6�� 1.�I0�� MSDS ON SITE? TYPE OF BUSINESS: (ireCurww INFORMATION/RECOMMENDATIONS: I Fire District: Waste Transportation: /Q/q Last shipment of hazardous waste: A14 Name of Hauler: AAA Destination: ZZA Waste Product: AIA- Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Q Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Ap icant's Si ure Staff's Initials Town of Barnstable P t, �6 �n�1Ne rosy Department of Regulatory Services BAAiV6TA6LE: : - Public Health Division Date 200 Main Street,Hyannis MA 02601 plED MAC A � Date Scheduled O /1 Time l e1 00" Fee Pd. Soil Suitability :Assessment for ,sewage is�posal � Performed By: �Q1�- 1Y`� Yr Witnessed By: LOCATION & GENERAL INFORMATION Location Address. ���e.�h J H vK dd Owner s;Nme.l��j(der (.. G 000!?wiw t Try, Web.M {M► '�� c f Address 6� 0. 1cs+ I-lt�aahis Assessor's Map/Parcel: MOP c�Wj t�e�1 l0 FPO.. , neersNamB}1?�6rtri.� w r. NEW CONSTRUCTION REPAIR Telephone# 5p;'"'7717 1 5e2 Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft .Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) N rD� T-0 4 -7 . ma terial aterial(geologic) �)A-wt,sln PICA fl Depth to Bedrock Depth to Groundwater; Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: index Well level Adj.factor. Adj.Groundwater Level_ PERCOLATION TEST Date) 7t \ Time���`3 Observation Hole# Time at 9" �aDepth of Perc Time at 6" Start Pre-soak Tine a Time(9" 6") End Pre-soak m Rate Min./Inch Site Suitability Assessment: Site Passed . _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division OUsemfion Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division.at least one (1)week prior to beginning. Q:HEALTH/W P/PCRCFORM 2i�l3- ooy DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture- Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% rave b — t_c M o S V LO NFLT 0 ty e M1 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell), Mottling (Structure,Stones,Boulders. Consistency,%Gravel G�� tvrs� r►.t 1 �roYe DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) . (MUnsell)` Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Mottling (Structure,Stones,boulders. Surface(in.) (USDA) (Munsell) consistency,%Gravel Flood Insurance Rate Map: Above 500 year flood boundary No— Yes . Within 500 yearboundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all.areas observed.throughout the area proposed for the soil absorption system?. ; If not,what is the depth of naturally occurring pervious material? Certification o I certify that'on: Z - (date)1 have passed the soil evaluator examination approved by the Department of Envirorunental Protection and that the above analysis was performed by ine consistent with the required trainin ,expertise and experience described in 310 CMR 15.017. i Signature Date t 2 3 h _ Q:HEALTH/W PMERCFORM Town ®f Barnstable P 4 p@THE rpj� y ti� Department of Regulatory Services BARMABLE, : Public Health.Division - - Date lb i6)M 9- - 9; 200 Main Street,:Hyannis MA 02601 prED MPS A Date Scheduled b Time Fee Pd. ,Foil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: DrAvid �N> S �1 G( LOCATION & GENERAL INFORMATION Location Address. ���e.tin,q He P d A ( r N fr Owner's Name Inca(aem i F'(. G #ad wiK iszO we_wa M'..iat ,'st j 1./Address 63O Lk)ea� MW14 S� I•(yav�wis Assessor's Map/Parcel: YYIcY ;75"11 166 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use Slopes(%) Surface Stones Distances from:. Open Water Body ft: Possible Wet Area. ft Drinking Water Well ft Drainage Way ft Property Line ft .Other tt - SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r c� t.AJ . c Parent material(geologic) (n r,sln Pleriln Depth to Bedrock ` Depth to Groundwater: Standing Water in Hole: :. Weeping from Pit Face Estimated Seasonal High Groundwater ^- DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side ofobs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level . Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date C ti O Time I;�2 Observation �- Hole# Time at 9" 0lit Time at 6„ Depth of.Perc 10 'Start Pre-soul:Time a \;'LL Time t'Z End Pre-soak . Rate Min,/Inch w`iK'it� Site Suitability Assemnient: Site Passed_ Site Failed': Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data-To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland)you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:HEAL.TH/WP/PERCFORM 1426 12- Boy -A51 DEEP OBSERVATION HOLE LOG Hole# 1. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rave T toHcgym P�Kh�I�-Y b rtc� to'fe, 3yb �l o y i o s tv ri a,_kIF-1 ON fill a Z ,t JA41 y �vr. i0 r a 9ra DEEP OBSERVATION HOLE LOG Hole# Depth fiom Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel tz- Vila DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -Consistency,%Grave Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Nat Occurrini?Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not what is the depth of naturally occurring pe vious material? Certification l�` 6 date 1 have assed the soil evaluator examination approved by the I certify that on ( ) P Department of Enviro ental Protection and that the above analysis was performed by me consistent with the required trai ingf expertise and experience described in 310 CMR 15.017. j _- Signature ii�.�.,. . S1� Date Q:l4 EALTI-l/W P/PERCFORM BAXTER NYE ENGINEERING AND SURVEYING 78 North Street'=-3rd Floor,Hyannis,MA-Ph:508-771-7502 - Hyannis Honda By: mwe 830,832 W.Main St.,Hyannis MA V Checked: Date' 8/15/2013 BN Project.#2013-004 SERVICE CENTER-Wastewater Design Flow Calculations Use Area Design Flow Unit Total Code Office/Retail/Parts Space 5000 sf 0.075 gpd 375.0 gpd {from 310 CMR 15.001 14 Lifts x 2 pers/lift 28 person 15 gpd. 420.0 gpd {from 310 CMR 15.00} <866 gpd Grandfathered Total Facility Flow 795.0 gpd Flow/Use 866 gpd SALES BUILDING-WastewaterDesion Flow Calculations Use Area Design Flow Unit I Total JCode Office Space 2894 sf 0.075 gpd 217.1 gpd {from 310 CMR 15.00} Retail 5441 sf 0.05 gpd 272.1 gpd {from 310 CMR 15.00} Prep Area 2 person 15 gpd 30.0 gpd {from 310 CMR 15.001 Total Facility Flow 519.1 gpd Owners Affadavit I hereby certify that the existing condtions of the Service Center and.Sales Building uses and areas as identified hereon are accurate and have been the same since 1986. By: Jay Goo i , Hyannis Honda Date I, 2013-004 Sewer Flow Calculations Stanton, David From: McKean, Thomas Sent: Tuesday, October 29, 2013 9:12 AM To: Stanton, David Subject: FW: Hyannis Honda David The estimated flow rate issue is resolved. Dr Miller called me back this morning and he agreed with Brian Dudley. The DWCP permit can be issued. -----Original Message----- From: McKean,Thomas Sent: Tuesday,October 29, 2013 8:47 AM To: wamdoc@verizon.net Subject: Hyannis Honda I talked to Brian Dudley this morning, specifically in regards to the proposed replacement septic system proposed for the Hyannis Honda maintenance/repair building. Given the following facts'. -There is no increase in flow proposed. -The 866 gpd was based upon the number of employees, consistent with Title 5 which was in effect at the time. (There wasn't an estimated flow rate for this type of use in the old Title 5). -The water meter reading average 300 gpd for this building. So that multiplied by 200% equals 600 gpd, which is less than 866 gpd. - Brian Dudley informed me that DEP would approve an "alternate flow determination"to the requested flow as proposed here. However such a request to his Department is not required in this case. -The asphalt plant will be closing within the next 5 to 6 weeks or so. I have not been able to reach the Chairman of the Board on this matter. However there is no trigger for this to go before the Board according to Brian Dudley. This is a decision which can be made by the Director. Therefore the DWCP permit can be issued. 1 Hyannis,Honda By: mwe 830, 860, 880 W. Main St., Hyannis,MA Checked: Date: 8/15/2013 BN Project# 2013-004 Existing Water Meter Readings for both Sales and Service Building (combined meter) 2012 206,000 gal 2011 183,000 gal 2010 259,000 gal Average Daily Water Useage 600 gal Water useage for both Sales and Service Buildings combined-one meter) (assumes 360 days/year- buidlings are open 7 days per week excluding major holidays) Average Daily Water Useage Per Bldg 300 gal Septic Design Flow using 200%of water meter readings 600 gpd per building } Admin Building: 59,000 13,000 2 OG 14,000 Average Daily Water Useage 93 gal L Septic Design Flow 186 gp 9 using 200%of 0 35bo r meter readings d r T 33 / e� C Ovate •' 101Qi n Nitrogen Loading Limitation per Title 5: US a 70� f total allowed 440 gpd/40000 sf ¢ �I `I Lot Area 147,339.0 sf Allowable Flow 1,620.7 gpd Existing Design Flows: Septic Design Flow Using Water Meter Readir Service Building 8.66.0 _ 600 Sales Building 519.0 600 Admin Building 225.0 186 Total Exisitng Flow 1,610.0 > 1,620.7 gpd 1,386 > 1,620.7 gpd Y��'9t TOWN OF BARNSTABLE . LOCATIONSEWAGE #ZQ*5— 3 VIELLAGE AA(AMS ASSESSOR'S MAP & LO INSTALLER'S NAME&PHONE NO.?yfVA (,W&S SEPTIC TANK CAPACITY 2-000 (A �•�d LEACHING FACILITY: (type)\, �-- (size) NO. OF BEDROOMS BUILDER OR OWNER�T1NA�I�IS � ��(�INII�I PERMITDATE: r COMPLIANCE DATE: jSeparation Distance Between the: Maximum Adjusted Groundwater Table and 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 Leac g acility wetlands exist ,pa. within 300 feet of lea Cility) Feet Furnished by Z O N trt 4` od W dLA _ TOWN OF,13ARNSTABLE LCICAT':ON ( .V 1�J' 6 It I SEWAGE # V LLAGE_AA O, j "// ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. B SEPTIC TANK CAPACITY I il1l� -�Ls�J LEACHING FACILITY: (typc) I000,,h Uni t� (size) tJ !t NO.OF BEDROOMSOD& I mood BUILDER OR OWNER � - 6 VI J 1 PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted GroundwatenTable 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), ' p� 9 Feet Furnished by1��- Lo No. V 3 7 Fee o u THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 4plitation for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3o We f- 4AAT n S pyb,; Owner's Name,Address,and Tel.No. Y�P�� ®®�W L N Assessor'sMap/Parcel nsi1'Ai1`S �� t3a bk�1fe� Installer' ame N ,Address,and Tel.No. `)' Designer's Name,Address,and Tel.No. Type ofBuilding: . Dwelling No.of Bedrooms IJ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building C MA Dy%a f,4A q,.h No.of Persons Show s( ) Cafeteria( ) Other Fixtures D- Design Flow(min. equir d) *��� c W gpd esigne�flow Aided ! gpd Plan Date `� ®� 3 Number of sheets .3 Revision Date O• 7-0 Title Size of Septic Tank 10 00 1. Zo Type of S.A.S. �© Cb►•'i S Description of Soil CAMP e n 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 Certificate of Compliance has been issued by this Board of Health. Si a Date Application Approved by Date Application Disapproved Date for the following reasons Permit No. loj _Y3-7 Date Issued --- ---------- No. 77 Fees —' THE COMMONWEALTH OF MASSACHUSETTS(", Entered in computer: - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es r . Zipplitatlon for Disposal *pstem Construction permit' Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Sao '/iJ4 44 AI A 51. pj„ Owner's Name,Address,and Tel.No. "T^� 6 00�W,14 Assessor'sMap/Parcel a _ �RAMtS �OV�Aa Installer's Name,Address,and Tel.No. 4 4-A16t Designer's Name,Address,and Tel.No. N te-c\o,$�s T�t-nC-4 ,a.6o)\ A �OR c fA o 7-s-61 h1 t ;-Ks 0, Type of Building: n Dwelling No.of Bedrooms � 7J- Lot Size sq.ft. Garbage Grinder( ) Other. Type of Building ( C,X%L No.of Persons Showers( ) Cafeteria( ) Other Fixtures 4 , Design Flow(min.required) �� 'wJ gpd 6esign flow provided gpd Plan Date 'AA-),A\s Number of sheets 3 Revision Date 2,o Title Size of Septic Tank_ZQ QO („ Z p Type of S.A.S. Q LfAd* te Description of Soil d (ur c-r)me n� Nature of Repairs or Alterations(Answer when applicable) s Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the f re"described on-site sewage disposal system in s 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 this Board of Health. - ^ Si a Date Application Approved by D)lDate / Application Disapproved Date for the following reasons Permit No. 2. 17 - 17 Date Issued i ------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance � THIS IS TO CERTIFY,that the On-site Sewage Di spo al syste /Constructed q)/ ,Repaired'( ) Upgraded( ) Abandoned( )by f V-�S G �1�� I UI1 C at �t)Nyl NA S �n v�(�fA b50 0 eS\-�A pAM has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 013' Installer Designer #-bedwoyffs Approved S- (how, n/ gpd �n The issuance of this perm" al ofVeotrued as a guarantee that the system fu desi d. Date Inspector ��( //, X y No. �c)( 3 r_/.3 ( Fee ) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(t r� Upgrade( ) Abandon( ) System located at D 11Je1� ��1 a and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust be completed within three years of the date of this pe rn it. AA n Date �� / 3 Approved by 10/06/2014 14:24 7819298652 P A LANDERS PAGE 01/01 4P-'2440'14 08:55 rpom: 'i6;5OE3945317 P.3/3 ' `own of Barnstable Regubtory Services Rielkard.v,Scah,Interim Dincte r Public-Health Dhrisfen T'humss MWMn,Dir"3or 206 Matn Strut,Hyannis,DYIA 02601 OffkM, 308462-4644. .tax: �7iS•i JU�6a04 1<n+atuller& . ram�ie�i�n.�'nrers I te: of S a c Permtt# 2, w .���A&9essor's MapUxami246q c9`ii E lei" Deal er. Trnller; g -` - tgC�.W oa was issued A pew do instal a septc system Ar'" Vlnha CTPt Lff PSUCO 4#06 (ad ) �S- „ bid em a dasr grt dxa n!rj► u �a� �.�..- dated A54,a f designer) , „l"rt*tlialt the seO is SYMM rcfmmed 4bOve teas imstafted u t� Lbe dew., Which�Y i=lude miaoC $ to �ibutaun box aawor approved j f re a SUcFa as i4teraI locati0ato f the were faund s4dsfac�nry,s+�ptroo task. Strap nut (if required) was inTected And rye soils l "'-T y titer the g ode syst=xe armed above w4s installed with 'or cages (,c. greaft'than 10' lat l rdacation of the SAS or any V ertiew retamtloh Of acy component 4f the septic sY tom) but in accord=cc with StItc&Loe4 R certified ogulati Man xo,.ision 4r fire fQund sa 4s-built y�designner to foDow. Strip out(ifsogrrire iOnscl7 was i - ad astd the soils ti$&C ory, I ocr%— dmt tbO SY-KOm rcfemQed abotre vets cons�ttctcd uii'th appxovm!]Iktters(if applicable) - �0 with The W= 97slt�r° b re) MnTSON A'GIV9. ' O ere; AMR- m i53 t s r 5 Vt ca Aft Vl TOWN OF BARNSTABLE N LOCATIO . Jy . _'Gr tN - SEWAGE # 584 VILLAGE+W&LQV ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE N0. -C' %Ll SEPTIC TANK CAPACITY CSA4- •[l•ZO • LEACHING FACILITY: (ty, T (size) NO.OF BEI?ROOM,rp "%^1�..--' y •: ' BUILDER OR OWNER�J CAUL W --)*k PERMIT DATE: l l`CS!z ol3 COMPLIANCE DATE: 1 Separation Distance Between the: ' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility., fE Feet'-. Private Water Supply Well and Leaching Facility (If any wells exist ,ry► on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet o n fac 'ty) ICJ Feet urnished b "F y , dd iv z -� N N Li 11 ru Co No. l} 0 Fee l! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYifation for -MisposaY Opstem Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. w esk i..'o S /4. Owner's Name,Address,and Tel.No.3;hj 6e>aZ) Assessor's Map/Parcel \k t, 0%_A qj�J W e-A f.1 h 1 Installer's Narrle�Address,and Tel.No. 5 Designer's Name,Address,and Tel.No. t t� 9�Llf , k",A&r Type of Building: Dwelling No.of Bedrooms 1" 4 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Ct>VttyH,e$X No.of Persons p Sho er ) Cafeteria Other Fixtures ��^ D'L� CAlbvp V,4,11p ?Jr- W° ✓!C P. 6 j lNll� Design Flow(min.required) '@(0 gpd Design flow rovided gpd D Plan Date"%III)I` Number of sheets Revision Date ® ®� Title f 11113 Size of Septic Tank �)v '�� Type of S.A.S. O (g L A2D Lg. < 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 Certificate of Compliance has been issued by this Board of Health. Si me Date Application Approved by 6h A ig J2S Date Application Disapproved by Date for the following reasons Permit No. ( > �� Date Issued I ¢ is M1. tv No. �.z Fee aU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 830 W e5�mF,'p S yam Owner's Name,Address,and Tel.No.3 'l t h( Assessor's Map/Parcel � � — �� � hti� ch„SQ 00'3 t"1i W, Installer's Na=,Address,and Tel.No. Too 3 q y���' Designer's Name,Address,and Tel.No. p �tc�O�QS To Type of Buildings / Dwelling No..of Bedrooms p" Lot Size sq.ft. Garbage Grinder( ) Other Type of Building (e YM h�tL1 _No.of Persons /Showers( ) Cafeteria( )J Other Fixtures doh ,n n v G �,a, 4,1 j o,ro? �4t W �e IUD Design Flow(min.required) 6 gpd Design flow rovided gpd l �O r/ = ..Plan Date ` Number of sheets Revision Date Title (( 3 1 k Size of Septic Tank 19 L Z� Type of S.A.S. �Sbb Lq,�,L 12.0 Lf I Description of Soil j Nature of Repairs or Alterations(Answer when applicable) j I j 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 Certificate of Compliance has been issued by this Board of Health. Si ned Date Application Approved by rh A. 0, Date Application Disapproved by Date for the following reasons t , Permit No. y ( 3 Date Issued I ( A„ -------------------------- -- ---------------------- - - - ------------- ---------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS Le ul�'�d�` ) BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dispos system,C/onstructed( t�y�Repaired( )a Upgraded( ) Abandoned( )by O tS �� \��S kilo � 111 JC s at !fie. ►n I S hAe, ��9 w Nji, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoQ C>I, . dated I Installer Designer Approv ed desi w /. gpd The issuance of this e s 1 no e c nstrued as a uarantee that the s stem wil �ct s desi ed. Date ' r Inspector ------------------------ ------- -------- _ -a ----- - - ------------------------ -1 �c� _ ---------- ---- Fee OU-- No. THE COMMONWEALTH OF MASSACHUSETTS u PUBLIC� HEALTH DIVISION -BARNSTABLE MASSACHUSETTS� \\ Disposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at �?b lop 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:Constructi n must be completed within three years of the date of this permit. —� '! Date I Approved by I ccr-c r-cr�1�i r�r,, rKUPI: T0:50S3945317 P.2/3 Town of Barnstable Regulatory Services • RIchard V.Sa214 Interim Director RAW Public Health Division Thomas McKean,Director 200 Merin Street,Wjjnnis,MA 02601 CC= 508.8624644 Fax: 108-790-6304 1n e i er e Date: dlvl Sewage Perm It# Zp13 —_�3f ——Assessor's Maplparccl Designer: 0 - , .090 'EA1 t11d$iJ& 1wtaller. 1,�►r��„�n h� Address; J"1.o4.T#r AddreAn: �,4 i�lfst'rtdl,1 Q� on �I�g/o r •, carts issued a.permit to install a (date) septic at p i based on a design drawn b; (address) dared esignor Icertif that the ' septic system xeferencod above was installed substantially according to • the des�n, which.may include minor approved changes such as lateral relocation of the distubuizon box and/or septic tonic. Step out (if required} Res inspected and the soils were foutzd satisfacWry, l certify Hurt the septic system referenced above was installed with major changes (i,e. �M=than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations, Plan revision or certified as-built by designer to follow. Strip out(if required}`XW inspected and the soils were fotmd satisfactory. I cerofv that the system xferenced above was constructed ' ee with the terms i Of the f A approval letters(if applicable) ,-,A OF!L- ►STEP I t��4 22-�dCL 20/¢ pN � (Ins C S lg]m$tUre MATS ON u' { Jgner s I 2gnmture uc es� p ere P'L • U 'TU Sr li E P IC "x% 1 NOT SUEDFO YE I Q.'tSepbchDesier,cr Cartif1=1011 Fern,Rev&.14-13,doo i i �cr-c r-cr�-t WO:D , rr<url: T0:506394``317 P.2-3 'own of Barnstable RePlatory Services Richard V.SC2%Interim Directur Public Health Division Thomas MCKean,Director 200 Main Street,IlysnnL%MA 0260, CC= 308.8624644 Fax: 508.790-6304 Date: 1141 b(I Sewage Perm it# ?PLL-jt t___Assessor's M2pTarcel Z 04 )Of I l ts" llesiylaer; 6tjj!r4AV& Installer. IA I e-�.1 0,k%MN& Address; h1.oR.Tt� 5"t,Qs4Y' Address: � .�� Vut al b of So aTN 1>ri tl� V A--ai" Ou • w=issued a permit to install a (date) J361 J 5 -(�Z cr septic systcnn at %*�0 ( L based on a design drawn by ress dated 3 2 dl3 l *'?-I x'o`; :signer I carol ►that the septic system xefennced above was ins ied substaocially according to the desgp. which may include minor approved changes such as lateral relocation of tha distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory, l certify that the septic system referenced above was installed with major changes (Le. Beater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local Regulations, Plan revision or certified as-built by desig cr to follow. Strip out(if required)%w inspected and the soils were found satisfactory, I "rdfv that the system referenced above was constructed ' ' ee with the terms of the 1t�A approval letters (if applicable) ;H 0; STEPHIN r s ignature VAVIL N _ � 9�0 ab3a5 Q' { igner s Zgnature ANAL Iuc esi p PL • St h—r URN TO 1RAUNC.TARTE P IC ICE. 1 L NOT UED IWIT1,44M ARE vE TWK YOU, Q-k3"eckDftfgner C°rtifimtfon PfIrm R,Dv&.14-73.doo APPLICATION FOR SITE PLAN REVIEW Subdivision Plan ANR Plan LOCATION: Site Plan Business Name:Hyannis Honda Assessor's Map#2491105 Parcel# Property Address:830 W.Main Street Hyannis,.MA 026.01 APPLICANT, Roland.B.Catignani,President Name: ConSery Group,Ind. Address:110 State Rd,Ste.1,10 OWNER OF PROPERTY Sagamore Beach,MA 02562 Name.Goodwin Family Trust II Telephone:(508)326-7873 Address: 830 W.Main'Street Email:rcatignani@conserogroup.com Hyannis,MA 02601 i Telephone:(sob)778-7876 Email:iapg@hyannishonda:com AGENT/ATTORNEY Name: Address:: ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER Name:consery Group,Inc. Address:Ito State Rd,Ste.110 Fax: Sagamore Beach,MA 02562 Telephone:(508)888-6555 I Email:rcatignani@conservgroup.com ZONING DISTRICT CLASSIFICATIONS District HB,RB,RD-1 Overlay(s) Lot Area 147339 Sq.Ft. 3.38 Ac. STORAGE TANKS(HASMATIFUEL OR WASTE OIL) Fire District COMM Existing Proposed Setbacks(fQ, Number Number Front Side Rear Size Site Above Ground Above Ground Number of Buildines Underground Underground 3 3 Contents Contents Existing Proposed Demolition NIA — a TOTAL FLOOR AREA BY USE: ? UTILITIES Basement Existin"(sci.Ft). Pra Dosed (sq.Fi". Residential Sewer-❑Public 1 Private Size gal ---- #of Bedrooms Water-❑Public ❑Private Restaurant Retail Electric- ❑Aerial S6 Underground. Office Gas-16 Natural ❑Propane Medical Office Commercial(specify) Grease Trap ❑ Size gal Wholesale(specify) Sewage Daily Flow * gal Institutional(specify) ! Industrial(specify.) All Other Uses On Site PARKING SPACES CURB CUTS Gross Floor Area. Required Existing 5 Provided 279 Proposed On-Site To Close { Off-Site Totals Handicapped 3 i * ;GP or WP areas restrict wastewater discharge to 330 gallons per.acre per day into'on-site,system. 3 i 1 Old King's Highway.Regional Historic District File# Approved? ❑ Yes No I Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes 6 No Listed in National and/or State Register of Historic Places? ❑ Yes 1 No Previous Site Plan Review File#SPR032-11 Approved.? 96'Yes ❑ No Previous Zoning Board of Appeals File# Approved? 96 Yes. ❑ No Is the site located.in a Flood Area(Section 3.5.1) ❑ Yes No In Area of Critical Environmental Concern? ❑ Yes No j I Is the Project within 100'of Wetland Resource Area? ❑ Yes No j Site sketch—informal presentation dJ Yes ❑ No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS.. ❑ Yes No Parking and Traffic Circulation Plan 0 Yes No Landscape.Plan and Lighting Plan ❑ Yes No Drainage Plan with calculations and Utility Plan ❑ Yes No l Building Plans,(all floor plans,elevations and cross sections) ❑ Yes 66 No Note that all signage must be approved by Code Enforcement Office at the Building Department Lot area in sq.ft. 147339 sq.ft. Total Building(s)footprint sq.ft. Maximum Lot Coverage.as%of Lot, 50% a GROUND WATER PROTECTION OVERLAY DISCTICT REOUREMENTS: "DISTRICT: WP Lot Coverage.(To) Required Proposed, Site Clearing(%);Required Proposed PRINCIPAL BUILDING ACCESSORY BUILDING(S) ❑ Yes ❑ No Number of;floors Height: ft. Number of floors Height: ft. FLOOR AREA: FLOOR AREA: Basement sq.ft. Second sq.ft. Basement sq. ft. Second. sq.ft. First sq.ft. Attic sq.ft. First sq.ft. Attic, sq.ft. Other(Speciify) sq.ft.. 4 1 Please provide a brief narrative of your proposed project: "Construct free standing structural,steel canopy structure complete with membrane roof and roof drain.Canopy to be wrapped in ACM material to conform 10 Honda Image program. Canopy to.provide covered area for 6 parking spaces(including 2 handicapngd ace and provide area for weather protected service drop-off and ip rk-up:No change to overall parking ortrafic flow. I assert tha have completed us to be completed)this page and the Site Plan Review Application and that,, �test o" y bowled e.in for Lion submitted here is true. d 01/06/2021 Signatttre of Applica. Date j Roland B.Catignani,President ConSery Group,Inc. Printed Name of Applicant i f . - , , 1 • I - I ;". 1 I pl I I II I u II II 1, y - I 1 I O . 1 s gF� M; rn1; c qq ------------ � f i. �... 1 03 0 O0 F �i{ jai x c IMAGE UPGRADE GEN3 I pj i�1 0 3 n s for > 0� y 8� o a } _n HYANNIS HONDA SERVICE BUILDING ConSery Group Incorporated O 860 WEST MAIN STREET 110 State Road,Suite 7 Sagamore Beach,MA 02562 HYANNIS MASSACHUSETTS Tel:508-888-6555 F { A O N n m m j � R rD t. z Z > I o z � D t e 11 i } 1 0 1: 1. � i t O - `,i 7 1. P I 0 - m a � g I y F1R o H DI BLUE TRIPE II 9 I I SHOW DRIFT 54 Pv 0 C .Z kg M Im g I 5 1 F 3 1 W..22 HE I 0 Ni'1 g IMAGE UPGRADE GEN3 _ for ConSery ti a ' 9 , } rn HYANNIS HONDA SERV ICE BUILDING Group Incorporated O.O- e 8 O 860 WEST MAIN STREET, . 110State Road,Suite 7 •i= a O more Beach MA 2562 • w t 77 �' HYANNIS,MASSACHUSETTS Sege 0 -iel:508-888-8555 i $ 5 W o e _ s a$ a� 1� o ? g n i 'I i I I j i i i r v 5 n > IMAGE UPGRADE GEN3 n a s for ConSery a t��n y �i R' +' m HYANNIS HONDA SERVICE BUILDING Group Incorporated C 860 WEST MAIN STREET. 110 State Road,Suite 7 att ++ O y Sagamore Beach,MA 02562 HYANNIS MASSACHUSET TS, Tel:508-888-6555. BAXTER NYE PQ ENGINEERING& SURVEYING Regfstbea Pro�eaabnal Engbeers 'd —L.M SuneTorago z 76 NwN Street-1d Flan x Hpnniy MmasarhuaetG 02601 sr Ar Phase-(508)771-MO2 Fm.- (508)77I-7622 ....6vzkr-.ream xe(meN/vMp COISULT111 \ ' N/F FLAHERTY p N/F PETRALIA I N/F CENZALLI N/F LAURETTA, Tr. \ \ N/F TDWN OF BARNSTAB q ` N/F PARLEY ORsuLTANT S � \ �. 147,339t SF �\ PREPARED 101 �•A ss".B•u•c 566.v To Mr.Jay Goodwin 5 go\ \ Hyannis Honda RE Hyannis m m m®.1 830 West Main Street \ \ ___ _ m v•®m mOmm— �� N OR 2e \ ZONE HE Hyannis,MA 02601 / v ZONE HB - \\�� $A\\ \ lT O' m�O�m stoaAn[rut¢ Lx¢av `\\ £\\ \ MAP 2a9.LOi 88 •® ,� tea+\\:.; \\ \ 644$WCH RRT NILL ROAD ` ( \ T P \ N/F ROU AR REAL S tt TE\\ ' 110 SF(0.256 AC) / ( O L 5 E R V I C E SP IC T C E N T E R \ m Bun L;nq No.860 wI H Y A N N I S N \ \ vD �/I H O N D A ,P \�eo einq N.B30 P \\ / /! • 1_zr—l—nt—P-le.r ss eui z..s r x m d _ m \ \__ L— DISPLAY/ \ A VE LE PARKI _ Isrur laE sr A � s11J_L@tl%-u_l - - - -- «, ��71 \\_ % 1 'IupII 610.12• 1225J' 502.59' O 8-4;/r I— -- N SB-IA•IS/W S6J.3B'1D V3D cutY b � \ O c©s e/%siov'sw � z lALL80M"— r I I a WEST MAIN STREET I 'I •- Bo.00 FEET MOE �- SHEETS 2.3 k 4 er 2. 819E s c® Is3o couNtt urouT —r-- ----------- ._._------------------ ____ - -------- ----- - p EET r1TLE sHParking License Plan 9 r eEr No ci.0 A LE 3D:.u� AR 0n,zm B 30 80 d T SCAIF IN FEET q •wxly eltx er. cx cx er. 6�F E ------------— - ...... .......-.... .... _..... __._ . ,_ -- - --— ----- --— ----— p Fa vo j 6tiy5 O .. I � � o I � 9 9 I ; 'I 6 0. a st• IMAGE UPGRADE GEN3 s n o 0 aa i for HYANNIS HONDA SERVICE BUILDING CO n GrSarted eraV Z. _ 860 WEST MAIN STREET 110 State Road;Suite 7 HYANNIS,MASSACHUSETTS Segamore Beach,MA 02562 Tel:508-888.6555 --- - - _ - t�a •m m VLF 2 m ' m � PROPOSED IMAGE UPGRADE c ~ - for A s HYANNIS HONDA SERVICE BUII_.DINGr $= W 860 NEST MAIN STREET w F MASSACUSETTS >, W HYANNIS, � W z` d w 3- _ Z � 80 .�" REVISIONS CODE REVIEW: NINTH EDITION 780 CMR. IBC 2015 USE GROUPS: 'Si'STORAGE.'M"MERCANTILE h'B"BUSINESS OCCUPANCY(1004.1.2): - .NON SPRINKLERED GUIDING - GROUP'B' 100 SF/PERS><2516 SF 25 3= • 49 •.' x - - CONSTRUCTION TYPE:.VB.ONE STORY wiN GROUP.S1' 200 SF/PERS 9884 SF MEZZANINE - - TOTAL: 74 PEOPLE BUILDING AREA:USE GROUP'S" NOTE: "'MINIMUM REWIRED>50 PEOPLE FIRST FLOM 10,540 SF - MEZZANINE 1,860 SF EXIT ACCESS TRAVEL DISTANCE..TABLE 1016.1. - - ` TOTAL 12.400 SF ALLOWED Per USE GROUP'51' _ 200-FT UWG,INFO, - NUMBER REQUIRED EXITS PER 1021.1 (2)'MIN DATE 12�20 - - HEIGHT and AREA LIMITATIONS: TABLE 503 - ALLOWABLE AREA TABLE 506.2 FIRE RESISTANT RATINGS(TABLE 601)for VB CONSTRUCTION SLUE NONE ALLOWED AREA'Sl': 9,000 SF PRIMARY STRUCTURAL FRAME 0 MRS. - - - DRAWN CADD AREA INCREASE PER 506.3.3 6,750 SF BEARING WALLS O MRS . TOTAL ALLOWED 15.750 SF NON BEARING EXTERIOR WALLS(>30') 0 MRS T+ NON BEARING INTERIOR 0 MRS' APPRVD ALLOWED HEIGHT TABLE504.3 40 FT(1)STORY FLOOR CONSTRUCTION : 0 MRS N ACCESSIBTY SHALL BE IN ACCORDANCE WITH 521 CMR ROOF CONSTRUCTION 0 MRS -- ENERGY CONSERVATION NOT APPLICABLE NO EXTERIOR WORK REWIRED IEBC ALTERATIONS LEVEL 1 CHAPTER 6 _ SECTION 603 NOT APPLICABLE - SECTION 604 IN COMPLIANCE WITH IBC 2015- - SECTION 605 ACCESSIBILITY COMPLIES WITH'521 CMR _ SECTION 606 STRUCTURAL NOT APPLICABLE SECTION 607 ENERGY CONSERVATION NOT APPUCABLE - �"• w... SHEETTTTUE:: TITLE SHEET. " SHEET®JOB is T-1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION Z q �� A A� p�M SJOv TITLE 5 OF FICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION `� (� Property Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 IA \ Ids Owner's Name: ROBERT H. GOODWIN,TRUSTEE Owner's Address: 830 WEST MAIN ST. HYANNIS, MA 02601 Date of Inspection: 11/29/02 Name of Inspector: (please print) JOHN GRACI Company Name: SEPTIC INSPECTIONS DEC 2 Mailing Address: P.O. BOX 2119 TEATICKET, MA. 02536 Tv � ?402 YAR Telephone Number: 508-564-6813 FAX 508-564-7270 yL EpTAeCF CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes _ Conditionally 1 es _ Needs Furthe aluation by the Local Approving Au'hority Fails Inspector's Signature: Date: 11/29/02 The system inspector shall submit copy of this inspection report to the Approving Authority(Board of Health or DEP) within 30 days of completing this inspec on. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. i Page 2 of l 1 OFFICIAL INSPECTION FORM NOT FOIL VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 830 WEST MAIN ST.SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE Date of Inspection: 11/29/02 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING NOW AND THEN EVI{',RY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. B. System Conditionally Passes: _ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined(Y,N,ND) in the for the following statements. If"not determined" please explain. n/a The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: n/a n/a Observation of sewage backup or break out or high static water level in the dish ibution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): _ broken pipe(s)are replaced obstruction is removed _ distribution box is leveled or replaced ND explain: n/a n/a The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if�with approval of the Board of Health): _broken pipe(s)are replaced _obstruction is removed ND explain: n/a i Page 3 of. I I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 830 WEST MAIN ST.SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE Date of Inspection: 11/29/02 C. Further Evaluation is Required by the Board of Health: _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(I)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone I of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance n/a "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: n/a Page 4,of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE Date of Inspection: 11/29/02 1). System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all-inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day 11ow X Required pumping more.than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped nLa. X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet fi-om a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this forma _ (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gild to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply _ X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. n „Page 5 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE Date of Inspection: 11./29/02 Check if the following have been done. You must indicate "yes” or"no" as to each of the following: Yes No X _ Pumping information was provided by the owner, occupant,or Board of Health _ X Were any of the system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period'? _ X Have large volumes of water been introduced to the system recently or as part of this inspection '? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up X _ Was the site inspected for signs of break out'? X _ Were all system components, excluding the SAS, located on site'? X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees, material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no X _ Existing information. For example,a plan at the Board of Health. X _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Page 6 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION 1'!operty Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 ;,.5 ner: ROBERT H. GOODWIN,TRUSTEE 11.0c of Inspection: 11/29/02 FLOW CONDITIONS 1SSIDENTIAL N-iniber of bedrooms(design): 0 Number of bedrooms(actual): n/a 1.11.;SIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 0 ;'iunnber of current residents: n/a i.ioes residence have a garbage grinder(yes or no): NO laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] 1 ;iundry system inspected(yes or no): NO S:asonal use: (yes or no): NO `' ater meter readings, if available(last 2 years usage(gpd)): n/a urnp pump(yes or no): NO 1..ust date of occupancy: n/a r OMMERCIAL/INDUSTRIAL 1 ;pe of establishment: CAR DEALERSHIP ;.!:-sign flow(based on 310 CMR 15.203): 866gpd 1':;isis of design flow(seats/persons/sgft,etc.): OFFICE-23 SHOWROOM-87 SERVICE-556 APPROX 13 EMP I..;rease trap present(yes or no): NO 111dustrial waste holding tank present(yes or no): NO ion-sanitary waste discharged to the Title 5 system(yes or no): NO `Pater meter readings, if available: n/a bast date of occupancy/use: n/a (.)TI-IER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes, volume pumped: n/agallons-- How was quantity pumped determined? n/a Reason for pumping: n/a TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system Single cesspool _Overflow cesspool _ Privy _Shared system(yes or no)(if yes, attach previous inspection records, if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) " _Tight tank Attach a copy of the-DEP approval Other(describe): n/a A I yproximate age of all components,date installed(if known)and source of information: S'VSTEM 1970 PER PERMIT I�, `.!`ere sewage odors detected when arriving at the site(yes or no): NO Page,7,of l 1 . OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H.GOODWIN,TRUSTEE Date of Inspection: 11/29/02 BUILDING SEWER(locate on site plan) Depth below grade:30" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints, venting,evidence of leakage, etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 24" NIaterial of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a I[tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: 1500 GALLONS" Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 8" Distance from top of scum to top of outlet tee or baffle: 4" Distance from bottom of scum to bottom of outlet tee or baffle: 12" I-low were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): St?PTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. HFCOMMEND PUMPING NOW AND EVERY TWO YEARS TO PROLONG THE SYSTEMS USEFUL LIFE. GItEASE TRAP: _(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions:n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): n/a Page 8 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 830 WEST MAIN ST.SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE {rate of Inspection: 11/29/02 FIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) I)epth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a LAmensions: n/a Capacity: n/a gallons l.)esign Flow: n/a gallons/day Alarm present(yes or no): N/A ;harm level: N/A Alarm in working order(yes or no): NO hate of last pumping: n/a Comments(condition of alarm and float switches,etc.): ii/a I)ISTRIBUTION BOX:X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE (.:omments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of leakage into or out of box,etc.): 0-130X IS STRUCTURALLY SOUND. PUMP CHAMBER: _(locate on site plan) rumps in working order(yes or no): NO -Alarms in working order(yes or no):NO Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): n/a A e Page 9 of 11 OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE Date of Inspection: 11/29/02 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type 1000 GAL 6' X 6' leaching pits, number: 2 n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil, condition of vegetation,etc.): LEACH PITS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.SYSTEM SHOWS NO SIGNS OF FAILURE. PIT#1 IS FULL AND 42 STAIN LINES INDICATE PIT#2 HAS NEVER HAD MORE THAN T OF LIQUID IN IT. PITS HAVE AN EST.4' OF STONE AROUND THEM. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (Jocate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Continents(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): n/a .page 10-of I I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 830 WEST MAIN ST. SYSTEM ONE HYANNIS, MA MITSUBISHI 02601 Owner: ROBERT H. GOODWIN,TRUSTEE Date of Inspection: 11/29/02 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. �7 1A�3 • I(1 Pvge 1 I of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 830 WEST MAIN ST.SYSTEM ONE HYANNIS,MA MITSUBISHI 02601 Owner: ROBERT H.GOODWIN,TRUSTEE Date of Inspection: 11/29/02 SITE.EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 12+feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record- If checked,date of design plan reviewed: n/a NO Observed site(abutting property/observation hole within 150 feet of SAS) YES Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: GROUNDWATER DETERMINED FROM ENGINEERED PLANS ON FILE FROM LOT 12 W. MAIN ST. DATED 1985 ASSESSORS MAP N0: } No.. Q'_ � PARCEL N0: ��' �� .$. �........... w THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ........ ..........................._.....O F..........................._...........--•---....._..........------.............._......-_ ,1 lirtt#ion for Elhgvviitt1 Works Tomitrnr#ion ramit Application is hereby made for a Permit to Construct ( ) or Repair (lam ) an Individual Sewage Disposal System at: [�� P_=70 / /�::7h,711.f___/-7-a&2..9-_—•-= .•��-- -l__7.,9L;-S.T. /Z12ma ................................r Lot x ................................._.•----• Location_Address o o. •-•----•-•--._...-----.......................•--^-•-•-----•--.._.....------...-------•--------.. . ..............................................^-•---•_.........._................_._...........__. owner ----__•-•-------•-------.Address Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ____________________________ No, of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date......................................... aTest Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ------•---•----------••---•-----•-••----•-•.....................•-----•...------.....-------••------......................................................... 0 Description of Soil.........................................................----•---•...............•----------------•----------......------------....----------•-••--------••---------••- V --------------------------••---------------------- -•-----------•••------------...... •-----------------••-----•-•---------------------- ------------------------------ W ---------•------------------••-----•-•---------•---•---- - r-----------------------•-•- UNature Repairs or Alterations—Answer whef applical o__�4_l2___...�OOU��-F�.,.�1/-/-•--• fC!/�,�pvn�� J -------------------------------•---••------------•--.....-----•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of ITIE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boar&alth. Signed. - rk � � Application Approved By_____ ________________ D e ...............-----•-•--•s���/�� .._ ...._---Date--- Application Disapproved for the following reasons:.............................................................................................................. .........................................................................................................--•-------._......----•--------•..:•-----••••----•--•-----------•----•--------••-----......._. Date rbtva.tn.w..�,vw�,w�-�,T?�..-��ih.�tn-v�.r��.,G�z.frwo-..I,vs.-vw�,•..�w�:v-W-rwrv.rww�vstis�vsr.-JSSt7 C'(�._.. ,=>.t:.G,r���� ::".:_�.�-'�,,,,ti, No..............._....... Fizz............._....._.... . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................:... ........ ..........OF.........................---............................................................. Appiiration for Biopoottl Yorks Tonstrurtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ....:...........-................................................................................ ••--••.........-•-••-•....••-•.............-•-.................-•---............---...........--•- Location-Address or Lot No. ......................__--...................................................................... .................................................................................................. Owner Address W Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( )�+ Other—Type T e of Building No. of persons............................ Showers G4 YP g ••--------•---•----•----...- P ( ) — Cafeteria ( ) Q, Other fixtures .-------•................................••...d ----------------­------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) IN Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 --••---•--••••••••••-••-•••••--••.......................•--••--•....................-•-•..........-•......................................................... ODescription of Soil........................................................................................................................................................................ W V ...........................••••-•-•-•••••--•....--•----•-----•••------............._........-••••-•...._...............-••---•............-•-•• ----------------....------................_......... W U Nature of Repairs or Alterations—Answer when applicable...................................•............................................__.._...._..... ---.................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITL1 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ............................... Date ApplicationApproved By.......................•---••-•.......•----•---••••--..........--•••....._..._..................-- •-•-•-•..._............................ Date Application Disapproved for the following reasons--------------------------•-•----------------------------------•-------•--•-----------------.....--•••--•......_ Date PermitNo...............•-••...-•-••-......•-•-......_._.._..--•. Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Tertif irate of fuomplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...- ...- :..........................................•-•-•--•-•••.....--•-----••- Installer at...................................................................................................................................................................................................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.........`7.)..:...I*?.. ......... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..................... �-'. .`.......-------.......•--•......... - Inspector........ . 1Z).............._..-•--•-•--......------•-----................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF..................................................................................... No......................... FEz........................ Disposal Works Tonotrurtion rermit Permissionis hereby granted...................................................................................................................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... .......................•-------._......-•----•----------•---...-----•--....•--••••-•...--••-......-•--•- - Board of Health DATE---------------------------------•...............--•-••..._........... FORM 1255 A. M. SULKIN. INC.. BOSTON NOTICE: This Form is to be used for the Repair of Failed Septic Systems Only CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated Z T/f'f% , concerning the property located at S(© /,t/-11A(ii S7 T '9M'4-'5 meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. SIGNED : G DATE: LICENSE EPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER 3K, [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. j:ccrt co � Q J>, kl y �a 0 0 � 1a \1 s TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOA D OF HEALTH 3.Auto Body Shops (h `S ` O unsatisfactory- 4.Manufacturers COMPANY ��,�t�` \ (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS V S0 QU,V-AQk4 4 . Class: 1 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT-outdoors) MAJOR MATERIALS P_` , IN sell IN OUT IN OUT IN OUT #&`gallons Age Test Fuels: Gasoline Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: X waste motor oil (C) new motor oil(C) , transmission Synthetic Organics: degreasers S s�, Miscellaneous: x. kj L-�) 61 c� �l X DISPOSALIR.ECLAMATION REMARKS: ` 1. Sanitary Sewage 2.Water Supply 1 Town Sewer :Public O On-site OPrivate 3. Indoor Floor Drains YES N0_ O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter r NO 2. kjl4q�A�Al f�,_ 0 as Person(s) Interviewed— Inspector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH Satisfactory 2.Printers 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY Ily 1/1L° (see"Orders") 5.Retail Stores _ 6.Fuel Suppliers ADDRESS C� �i X Clam 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MA RIALS LAI A IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet--F_u 1p 2p" - l� Diesel, Kerosene, #2 (B) „ Heavy Oils: waste motor oil (C) new motor oil (C) Aptransmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSAIJRECLAMATION REMARKS: _ 1. Sanitary Sewage 2.Water Supply 171,4eZ 6 .. O Town Sewer OPublic � _. O On-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC_ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES`-V`NO ORDERS: O Holding tank:MDC 69 Catch basin/Dry well O On-site system 5.Waste Transporter i YES NO 1. Ai �i ate4A7 Person s) Interviewed Inspector Date TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops 0 unsatisfactory- 4.Manufacturers COMPANY a+n�ws bdA (see"Orders") 5.Retail Stores y _ 6.Fuel Suppliers ADDRESS 730 1'treel Class: 7.Miscellaneous tf-X1 S QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS 6 . ,. IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) 330 Z�330 new motor oil(C) transmissio ydraulic Synthetic Organics: degreasers Miscellaneous- 3r 1 A ��� 7cr I (A,,Atad rscS' Gem o f Z-Zt� DISPOSAL/R.ECLAMATION REAVIAR.KS: 1. Sanitary Sewage 2.Water Supply Po C�A-31 f4 I lyl(47.) I t(IL-f4. J O Town Sewer Public rv��.y�,�„J jek m r-��,. . p,� �cC I tee° �On-site DPrivate U5-f `vkN 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO_X�_ ORDERS: 0 Holding tank:MDC O Catch basin/Dry well O On-site system 5. Waste Transporter 1RE YES 1. Ck 7 t Zl 2. A Person (s) Interviewed qnspeAor Date j i j � � t � f ' � � I � I ! Ili � � � , � � � ! �. � I I � ! � � � I � � � 1 { , f � i t I ; � I � � � � � � � � � � � ! j ! i I I I I � � i � i � I � � � I � E � I ! I ! i l � 1 I I � 1 I f I ! I ! I I j ! i I j � � � I � ' � � i t � ( � Ii I I j A � � � 1 � � t � i I j l i � i t � i � j 1 1 � 1 i � i � 1 ! ' I I I I i ! I f !, 1 i � I � i ! ! � j � I I � f � I � I i ! � � � � � � j 1 I I ' i � I I ' � } i � I i � ' � I � ! � � i ! I � i � ( I � � I I ! ! � I I i ! ! I � � I � � � I I I � i � 1 � J 1 ' i , I I � I ' � 1 ! � � i I I ! { I � � 1 i ! � i I � ! � � I I I i i � � � i 1 ! I � � � � � � � � I I I � � i TOWN OF BARNSTABLE COMPLIANCE:_ CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH ry 3.Auto Body Shops le V��/� unsatisfactory- 4.Manufacturers COMPANY (see Orders ) 5.Retail Stores •� 6.Fuel Suppliers ADDRESS 3d < /Class: - ( 7.Miscellaneous - �► , QUANTITIES AND STORAGE (IN=indoors;OUT-outdoors) MAJOR MATERIALS 1 ,• - IN OUT IN OUT IN OUT #&gallons Age Test nA Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: � x waste motor oil (C) new motor oil(C) 3b 0 k -3 transmission/hydraulic r Synthetic Organics: iidegreasers 1ti�'wCt� 3 — , Miscellaneous: � v V1 _ A �Z- 3 bid �<'o P W 4DIIPOSA1JRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply &Ctwrle , O Town Sewer QWublic Von-site OPrivate � L 3. Indoor Floor Drains YES NO_Y _ O Holding tank: MDC O Catch basin/Dry well Q . O On-site system 4. Outdoor Surface drains:YES x NO ORDERS: O Holding tank:MDC Catch basin/Dry well O On-site system 5.Waste Transporter i 1 • Product 1. l 2. Person (s).Interviewed nspector Date .40 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: K\/A 1U1i/ S HONO f Mail To: BUSINESS LOCATION: � o W e5sf rnbe, /�u Board of Health Town of Barnstable MAILING ADDRESS: _ p P.O. Box 534 TELEPHONE NUMBER: 50� - 7 ? 8'` 7��0 Hyannis, MA 02601 CONTACT PERSON: �E /jt= Z)A A)S 6-26-AGJ,- /Q�'rAn�DoWA EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, ' YES _ NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case / /_ 3` ��aS An16estifreeze (for gasoline or coolant systems) Drain cleaners ?S'"ZS_ Automatic transmission fluid Xa i4A Toilet cleaners Ilrl#/Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants � tiew 33Ow�► a"�. q*/� r'o� MoStor oils/waste oils _�rR�oad Salt (Halite) `�1 00® Gasoline, Jet fuel �S 13� Mfrigerants — Diesel fuel, kerosene, #2 heating oil ?01 Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes 5��( Paints, v Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, �A(Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers &,cleaning-fluids be toxic or hazardous (please list): (dry cleaners) q Other cleaning solvents l Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business ti I • • % • ' r Shops3.Auto Body • 1901.� U ' unsatisfactory- 4.Manufacturers • 1 16.Fuel Suppliers 1 ' • •• • ••• Case lots Drums Above Tanks Under'drroun`d Tanks • MENEENEMY INNEENEENOMEN Iwaste motoroil soon mom \ ` new motor oil 0 mom Pcom I 1 sonE son NEEM I - I VO swim 01011M • ••• . • • � • _ � VA � �NALEI i �► : `_ � ►� 1 �� t . WEI z Name of Hauler Destination Waste Product Licensed WAYS �L' r 4_ A 11 �: GIMP ns • TOWN OF BARNSTABLE — UNDERGRUUND F L AND CHEMICAL STORAGE REGISTRATION MAP NO. PARCEL NO. A, TAG N0. ADDRESS OF TANK: ?30 We MA, 1 V I LLAGE:—// VA kl� N u m b e r •t r��t MAILING ADDRESS ( IF DIFFERENT FROM ABOVE ) : /fArPHONE :7 7-? / MS`t SLAT I ON DATE s _1146 BY: oLAVZrZ,(O�hP nA INSTALLER ADDRESS: Po,6Ox 99t WO'evl tOwk.) VK C."' 71 -CERT .NO. *TANK LOCATION: ABOVE OLOW S a G T A N IC L O C A T 2 N W I T H R Q G m@ C T T m D u 2 L CAPACITY TYPE OF TANK AGE ,11916YRS. FU L/CHEMICAL �� TESTING CERTIFICATI N [/ PASS [ ] FAIL DATE LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND OeeQe2 Koo`l ZONE OF CONTRIBUTION [ ] YES [ ] NO DATE TO BE REMOVE FIRE DEPT. PERMIT ISSUED [ YES [ ] I NO DATE, w#7 CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. [ ] DATE # PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD l Y d h a 1 2 - � 3 z CS .a yz f l J JS Q t • r; .r_ Town of Barnstable Department of Health, Safety, and Environmental Services BARNMass. 3ABM Public Health Division rF0 s 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health August 21, 1997 Robert Goodwin, Trs. Goodwin Family Trust 830 W. Main Street Hyannis, MA 02601 RE: Underground Fuel Storage System located at 830 W. Main Street, Hyannis and listed as Assessor's Map 249, Parcel 105 Dear Sir: Enclosed is a completed Registration card and your tank tag #1308. The tag shall be attached to the filler pipe/cap of the underground tank. Please send us any evidence of the date of purchase and installation, a copy of the permit from the Fire Chief, and a sketch map showing the location of such tank(s) on the property. If you have any questions, please telephone (508) 790-6265 for Donna Miorandi or myself during office hours. Office hours are.Monday through Friday from 8:00 - 9:30 a.m. and 1:00 - 4:30 p.m. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health I�mimoi cuoae a, G/,rq�u,�iuilor _ v juil7lP/l2�r1 ✓??�1 1�.C2eS• �� e.uGiisg La alu�coxf aau`a�ar�f 7Ga�mcainca %GrcG` ( . Notification for Storage Tanks Regulated Under 527 CMR 9.00 orNard completed;arm,signed by Iccsl lire aecarvnent, to: Mass. UST Program. Dept.' �` r of Fire Services, One Ashburton Place-RcOm 1310,-Boston, MA 021 08-1 6 1 8 t Use Form FP-29OR to notify of tank removals or closures in place.; Date Received: Telephone (617) 727-8500 1. - - ••• (Fire Oepartment retains one copy of FP•290) Fire Oept. 10# Fire Oept. lSic. 011 o# A. New Facility(see instructions, 41) 8. Amended _ C. Renewal INSTRUCTIONS: Form F?-290(NotlHtztion for Abovegrou and UndergfaUna storage ranks)is to be completed tar 9acm Iocatlon containing underground or aboveground storage tanks regulates under 527 CMR 9.00. It more than live tanks are awned at this location,phatdcdpy the fallowing pages ono staple cdntinuaddn sheets to the corm, The F?•290 must be I A. Facility Number completed in duplicate. Althougn due form may be photocopied, he lac:lity owner or owners reoresentadve must sign each copy separauely;photocooitaq signatures are not strfflrent 9oth copies of the FP-290 are to be forwarded to the local !ire department who will cfhectt all information and cerdty the)pima, he tire department will retain one copy of the FP• 8 Oate Entered 290 for its records,and the facility owmer shall be responsible for forwarding the other copy to the t.of Fire Services at the address above t Dept C. ' 'he local fire discernment will i - Clerics Initials is not camolete until the FP-2 issue the permit portion of the rP•240:however,registration 90 is received and checked by the UST Regulatory Compliance Unit Ali questions on this for are to be answered.Incomplete forms will be re q m �.turned, Comments 1*New Facility-means a tank or tanks located at a site where tanks have not beep Previously located., 2-Facility street address"must include both a street number and a street name;'Pot office box-numbers are not acceptable, iand wtli cause a registration to be retumed.If geographic location of facility rs.not provided.please indicate listened and airecdon from closest Intersection,a.g„ (facility at 199 North Street is located)400 yards se'Hhesat of Commons Raad (intersection), Notification Required :re Prevention Form F?•290 is to be u Q:r•°a (a)a farm or residendal tank of 1.100 gallons or less eaoacnyuseo toe storing motor sed as Nodficadon,aegtstranon, na.^.e and Permit for fuel for noncommercial ourvosils.Or(b)a tank used for storing heating oil forconsumptive aboveground and underground storage tanks and tank facilities regulated urwer 527 use on the premises where stored are not required to be registered under 527 CJ,tA 9.0o. egulatea apovegrourto or underground Cade Of Massachusetts Regulations 9.00.No r storage tank facility snail be installed,maintained.rectatced,3uostandativ modified or Penaftim-Anyownerwho knowingly faits to nodtyor submits false iniormation snail be suoject removed without a permit(F?•290)issued by the head of the local fire aeoaranenL to a civil penalty not to exceed S25,000 for seen tank for•wnicn notffication is not given or for he owner of any storage facility small within seven working days notify the need of the which false information is suomitted.(MGL Ctiapter 148.section 38H,527 C?AR 9.00) 3i'lre aecartment and the(arc of Fire Services of anycnange in the name. Aboveground Storage Tanks or teteonone number of the owner or operator of a s:crage facility subject:to 527 C.MR 9.00 requires the registration of any aboveground storage tank which meets the regulation by Cheater 148,sass•General Caw and by 327 CUR 9.00. !allowing definition:a nonzontal or vertical tank,equal to or!ess than 10.000 gallons Underground Storage Tanks caoactry,mat is intended far fixed installatlon without back fill above or below grace,and is 1 i Each owner of an underground tank first out into oceradon on of after Jan. 1, 1991, used for the storage of Hazardous substances,Hazardous Wastes,or Fiammable or shall,within thirty days after Me tank is Hest put into oceradon•notity the Cecartment of Combustible Liquids. j Fire Services(the of the mend of the existence of sucn tank soecirytng,to the extent ExCeotidn4l:Aboveground tanksoimore(man 10,00ogallons capacity regulated by52OC�1R known,the owner of the tank,dale of installation. caeaarf,afpe,!ocation,and uses of 12.00(Requirements for the Installation of Tanks Containing Fluids Cther Than'hater in sucn ark,3y lid later than Jan.31, 1991,seen owner of an underground storage tank Excess of t0,OCO Gallons)are not required to be registered under 527 CMR 9.00. at has in operation at any' ny'an. after Jan,:, 1974, regardless of wnstner or not sucn ank was removed tram beneath the surface of the ground at any time.snail notify the E n Ion 3 ';a)a farm or residential!ank of 1,:00 gallons or less caoactty used for staring department of the existence of sucn tank,so". ing,:o the extent%mown,the owner of motor !uei :or noncommercial aurooses. of (b) a tank used !or stcrrng heating oil for I the tank.date or:nstalladon,capacity,type,and location of me tank,and the type and consumohve use on the premises writers stared are not requrrea to be registered under 527 auantity of substances stored in sucn tank,or wnrcn were stored in sucn tank before CUR 9.00. Me tank ceased bung in operation it the tank was removed from beneath the surface o, of he ground prior to the suomrttal of sucn nodes to the department.Such notice shad• `" �'Any parson who knowingly violates any rule or regulation-made ay me:card of Fire i also scec:ty,to die extent known,thePrevention Regulations shall,exceot as otherwise provide°,as puntsnea by a tine of ntykless date the tank was removed from beneath me than one nundred dollars nor more than one thousand aoilars. (MGL,Chapter 148,section surface of the ground prior to the suomittal of sucn nodes to the department.The . -oceraror of any tank:ha(nos no owner or wnose owner cannot be deffnrtely 10e,and 527 CMR 9.00) ascertained,snail notify the department of the existence of sucn!ark.scec:tytng,to the Where to Notify?Two completed notification forms should be signed by both the tank owner extent known,any information relating to ownership of the ank.and oats of and the local fire department.One cloy will be retained by the fire deoartment.and the tank j Installation,caoac:ty,type,and location of the tank,and the type and quantity of owner shall send a secarate cosy to the address at,a lap of mis page. I substances stored in such tank,or whic:l were stared in sucn:ank bei&e lie tank When to Notify?1.Owners of storage tanks in use or that have been taken out of operation ceased berm in operation ifdne tank was removed from ceneath me surface of the ground prior to the suomlttal of such notice to the department.If the tank•was must notify within thirty days. abanaoned beneath the surface of the ground prior to the sucmrttal or sucn nonce to Owners and Operators of Regulated Storage Tank Systems must maintain records he decarment.such nodes snail also specify,to the extent known to the owner or certifying that all leak detection,inventory control and tightness testing requirements aaerator,the date the tank was abandoned in the ground and all methods used to for the Regulated Storage Tank System are currenL These records must be readily stabrlizs the tank after the tank ceased being in operation, available for inspection. i ! L OWNERSHIP OF TANK S Il. LOCATION OF TANK(S) I• IOwner Name(Corpo(ation,Individual,Public Agenry,or Other Entity) If known,give the geographic location of tanks by degrees,minutes,and i I �( l " f f S EJyTC/� /� Ses seconds. Example:Lat. 42,36, 12 N Long.85,24, 1 TW ! ti i Latitude Longitude Sire Address Oe isgnCB and direction iron CIO3B7t VllegeCtdn(-,aB instlUc.rdns 12) 9 � 77 W f--t Yh y tL r� C f/�/) t O� O Facility Name or Company Site�oenMler,as a0prlcaore t-� ca r�YV J I r,(/ Qu1 . r' `` C r--• / late '•0 .%dam see•-• Street Address P.O.Box not acts tads i rz rV Is •/`r'LJ^ ( p see instructions 82) R19 ry 1 ` •.. City Slate :. Zia Code ' 'none Numaer(include Area Code) Cwnees Employer Federal 10 0 County _90(revised 11/96) III. TYPE OF OWNER IV. INDIAN LANDS _ Federal Government - Commercial = Tanks are located on land within an Indian Reservation or on — (storage and sale) _ State Government ,.. ,, / other trust lands. Y Private Tanks are.ownedo native American nation, tribe. or individual. �PCal'Govemment (storage and use), _ y' V. TYPE OF FACILITY Select the Appropriate Facility (Description: (check all that apply) Gas Station Marina TruckingiTransport Petroleum Distributor Railroad,: Utilities : Airport Federal • Military Residential Aircraft Owner Industrial' Farm /-Y�-- V ehi !e Deal ership Contractor . . Other(explain) VI. CONTACT PERSON IN CHARGE OF TANKS Name:��/y� �� rr k,�aLf' Address: Phone Number(inc!ude area code): Job Title' 930 W. , `S '` Home: Business: 569_2,Y-20 29 VII. FINANCIAL RESPONSIBILITY 1 have met the financial responsibility requirements in accordance with 527 CMR 9.00. i Check all that apply: .—-------------T----------— ---- Self Insurance7 Guarantee Letter of Credit Commercial Insurance = Sure Bond Surety = Trust Fund , Risk Retention Group = Other Method Allowed = Specify = Stctir Fund L 1 l VIII. ENviRONMENTAL SITE INFORMATION This information should be available from local health agent, conservation commission, or planning department. 1. Tank site located in wellhead protection area Yes No = unknown 2.'Tank site located in surface drinking water supply protection area = Yes = No. Unknown 3. Tank site located within 100 feet of a wetland = Yes = No = Unknown*,". 4. Tank site located within 300 feet of a stream or water body = Yes No Unknown IBC. DESCRIPTION OF STORAGE TANKS AND PIPING (COMPLcTE FOR EACH TANK AT THIS LOCATION) I dank Identification Number Tank No. I Tank No. Tank No. Tank No. Tank No. . Tank status a. Tank mfes serial tt (if known) C� b. Currently in Use. �� L c. Temporarily Out of Use (Start Date) d. Permanently Out of Use F e. Aboveground storage tank (AST) or ❑ AST UST C AST i UST AST _ UST AST UST = AST UST Underground storage tank-(UST) Date of Installation (moJday/yr.) Estimated Total Capacity (gallons) cftk 11CentlTlC3flOf1 iVUtllOef (COnt.) -- i ank No. i ank No. Tank No. i ank No. i snit No.- U. Substance Currentlyor Last Stored ._ I; a. Gasoline i'_ MV` = ,Manna I MV = :Manna = .UV„= Manna I UV Manna _ Uvf Manna.. Moroi venic.e,or other.use ocher other other.. = oherorne _ i MV Manna.• i41V_W_.-,Manna �.MV Manna- MV= " Manna) _.Motor-vehicle or other use i MV. _`Marina = other _ other other other � i . ,;:•. —, . . ., i ,_ artier ;• ' C. Kerosene ;._ not Fuel Oii' '"Consum not oove Use'tanks need be registered. "Consumppve Use"fuel used exclusively for area i heating and/or hot+eater e. Waste Oil 17 r. Other, Please soec:y I I ------------------- - Hazardous Substance i (other than 4a thru 4e above) t CERCLA name and/or CAS number -- --------------------—----- -----------'----- . i Mixture of Substances t. .I Please specify i. it 5. Material of Ccnstructidn Tank(mark only cre) I ........ ' . ..k i't f,I_-�-,2 :r a.f. t r 5,.�t i�..;. i r r.. > - •..._.-...-... . i -. ..,. _' r�,.. � 1 Bare steel (includes asphalt, galvanized and epoxy coated) Cathodically protected steel Composite (steerwith iiberclass) Fiberglass reinforced plastic (FRP) i^ 7 I i ConC7eie ` •� I i Unknown Other i.• I .` I ,: JPlease speciry------------ 6 Type of Construction _• ructt n Tank. (mark.only one) i. 'Single walled Double walled known n --- - �U Other ! I Please specify Is tank lined? ❑ Yes No i Yes, No ❑ Yes"G tNo ' ^_±Yes No _ Yes = No ` Does tank have excavation liner? C Yes � No ❑ Yes No C. Yes t C. No ❑ Yes r- No Yes • r I ' (revised :1/96) 4;r .tj.tt .yy.iN4. 7 ank Identification Number (cons.) Tank No. l Tank No. Tank No. Tank No. i ank No. i 7 Materlal of a-nsal bcn-Piping (marx cnry one) ! Bare steel (inc;udes asphatt, gaivanized and ecoxy ccateo)'I ' j' Cathodically protected steel Fiberglass reinforced plastic(FRP) �!-: i =�_J I. "Flexible I ICopper Unknown i Other Please specify I i 8. Type or Construcion-Piping (mark only one) Single walled �- - Double walled I I Unknown OtherI--- Tease speciry Has piping - p• g '�een repaired? _— Yes _' No i = Yes = No Yes = No = Yes = No Yes = No i Is piping gravity feed. l ' ? = Yes No i = ,Yes = No = Yes = No = Yes = No — — Yes _ Na ! Date i . X. CERTIFICATION OF COMPLIANCE I 1. Installation I ; A. Installer certified by tank and piping'. manufacturersI -----� �❑ I I I B. Installer certified or licensed by the implementing agency " I i C. Installation inspected by a registered engineer - - . ._� I I , • D. Installation inspected and approved by tine implementing agency 'E. Manufacturers' installation checklists have been completed F. Another method allowed by 527 CMR 9.00. Please specify 2. Tank Leak Detection Tank Tank Tank Tank rank (mark only one) _ A. Double-wall tank - Interstitial monitoring L4N ❑ ❑ ❑ B. Approved in-tank monitor El C.Soil vapor monitoring (check one below) Monthly C Continuous E.,Inventory record-keeping and.tank testing ,Y F. Other method allowed by 527 CMR 9.00. Please specify Tank Identification Number (cant.) -anK ,vo. Tank No.— Tank No. -ank No. - _ ank ,No. - Piping Leak CeC@C;ion (mom onlyone) /// ?`ping 1 ?;Drug ?�oing j/ t ?DIn9 P;Dlna A. Pressurized i- Interstitial saace.monl(or 1 i 1 � 1 j _ -P b: roduct.bne.leak detector. _ / - -� •_.., _(mark all that-.apply below) -• -- / —,Automatic flow restrictor'_____� i- - = Automatic shut-off device' Continuous alarm' ' Also requires annual test of device and piping tightness test or monthly vapor monitoring of soil. j B. Suction: Check valve at 'ank only (Requires interstitial space monitor or Ilse t)ahtness test every,?hree yeaTs) ii X nterstitial space monitor i _ Line tightness test i i C. Suction: Check valve at dispenser only (No monitor required) / I — — D. Other method allowed by 527 CUR j 9.00. Please specify ' ! 4. Date of last tightness test (tank & picing) ✓o y�G I I I 1 -- 5. Gravity feed piping } jam; (� ! I I I — o:-Spill'containment and overfill orotec;ion I ank Tank Tank Tank Tank A. Spill containment device installed B. Overfill prevention device installed I i %. Daily Inventory Control (mark onl one % y ) I / A. Manual Gauging by stick and records — reconciliation j B. Mechanical tank gauge and records , j� �, �-1 � r- � f.:� � • �-Yi C. Automatic o aauin .. _ 9 system . j Tank Piping I Tank I Piping i Tank i Piping ! Tank Piping I Tack i Piping i 8. Cathodic Protection (if applicable) _ H ❑ L! ❑ ! A. Sacrificial Anode.Type I I� � 8. Impressed Current Type L ElL I ;— - --- L1_�U ! C I C. Date of Last Test Certification of Compliance-No. I \; CEFITIFICATI,ON,(Read and sign aftercompleting all'sections) I NOTEi Both the;copy being sent to the Oeptrof Fire cervices and the copy`retained by the local fire department must be signed ac eoteo on either documenr. separately. A photocopied signature will not be I declare under penalty of perjury that I have personally examined and am familiar with the informati submitted in this and'all attacned documents,and that basad on my ,mauiry of those individuals immediately responsible'or octaining the information.I beli that the b itted intorrnation is true,accurate.and complete. Name and official title of owner or owner's authorized representative(Print) Sign ur . Oate: __.� '1 �Q�I Y,n'/,iZZpryu�E p C/ sczcliuQe,�a — rC Notification for Removal or Closure of In Place Storage Tanks Regulated Under 527 CMR 9.00 Forward completed form,signed by local fire department,to: Mass. UST Compliance Unit, _ Dept, of Fire Services,One Ashburton Place-Room 1310,Boston,,MA 02108-1618 Telephone (617) 727-8500 Date Received: �V4 Fire Dept. ID# FJ (Fire Department retains one copy of FP-290R) Fire Dept. Sig. p This form is to be used for notification for removal of Underground Storage Tanks/ - use. Piping. If a storage facility has UST's which are to remain in use, an entire amended FP-290 A. Facility Number (long form) must be filed. B. Date Entered Note: "Facility street address"must include both a street number and a street name. C. Clerk's Initials Post office box numbers are not acceptable, and will cause a registration to be D. Comments returned. If geographic location of facility is not provided, please indicate distance and direction from closest intersection, e.g., (facility at 199 Nodh Street is located) 400 yards southeast of Commons Road (intersection). I. OWNERSHIP OF TANKS) II. LOCATION OF TANKS) Owner Name(Corporation,Individual,Public Agency,or Other Entity) If known,give the geographic location of tanks by degrees,minutes,and X ( t 1 �S GwT6� ``�Se S 0 l�1�° seconds.Example:Lat.42,36, 12 N Long.85,24, 17W S, Latitude Longitude 9 3 o W . m m i� Street A tlress� r , Distance and dlrectlon from Closest intersection see note above) Iyl�� + S �s�r 0a60� Facility Name or Company Site Identifier•as applicable City State Zip Code Street Address(P.O.Box not acceptable•see note above) ounty, �} '`-' ►2N S�✓�- �-- o y a y q"O?� city State Zip Code `PPhhhone Number(Include Area Code) Owner's Employer Federal 10 0 County v M. TANKS/PIPING REMOVED OR FILLED IN PLACE Tank Number Tank No.9,- Tank No. Tank No. Tank No. Tank No. ~ 1. Tank/Piping removed or filled in place (mark all that apply) A. Su,4stance last stored B. Tank capacity gallons a0ri 0 C. Estimated date last used (mo./day/yr.) / 3) ————————— ————— ———— ———— D. Estimated date of removal (mo./day/yr.) ----- ---- ----- E.Tank was removed from ground [� F. Tank was not removed from ground Tank was filled with inert material Describe material used: ——— ————— ———— ————— ———— G.Piping was removed from ground. H. Piping was not removed from ground 0 � � �� I. Other, please specify FP-29OR(revised 11/96) OVER Tank Number(cost.) Tank No.41Lf Tank No. Tank No. Tank No. Tank No. 2. Tank closed in accordance with 527 CMR 9.00 Yes ❑ No ❑ Yes O No O Yes O No ❑ Yes ❑ No ❑ Yes• O No A. Evidence of leak detected ❑Yes I No O Yes O No ❑Yes O No ❑_Yes O No Q Yes ❑ No B. Mass. DEP notified Xyes O No ❑ Yes ❑ No O Yes ❑ No ❑ Yes O No ❑ Yes ❑ No 1. Mass. DEP tracking number 2. Agency or company performing contamination assessment ' *527 CMR 9.07(J),see"Commonwealth of Massachusetts,Underground Storage Tank Closure Assessment Manual"April 9, 1996 DEP Policy#WSC-402-96 I declare under penalty of perjury that I have personally examined and am familiar with the information submitted in this and all attached documents, and that based on my inquiry of those individuals immediately responsible for obtaining the informa- tion, I believe that the submitted information is true, accurate, and complete. Name and officiaf title of owner or owner's Signature: Date: authorized representative (Print) FP-290R(revised 11/96) Town of Barnstable °F�►+E ro,,, Regulatory Services ti Thomas F. Geiler,Director BAMUrABLE. " Public Health Division s6gq. �0 ATFo r�a�" Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Application Fee: $100.00 \� ti ASSESSORS MAP AND PARCEL NO. DATE 'aFV • T�e�F APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT NAME OF ESTABLISHMENT �h Gt S Fq I �Y) L ADDRESS OF ESTABLISHMENT 3 U u) • fl TELEPHONE NUMBER 5O$" rI rI g — '7 3 SOLE OWNER: /YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: t` PRESIDENT �C�A� VA - GCO( Dt A �� ©X '�rI TREASURER-Rob-Q -4 CLERK Q.t - � cLt�Jt fl SIGN)(TURF OF APPLICANT RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# Haz.doe/wp/q TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops 0 unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores � � 6.Fuel Suppliers ADDRESS 9010 kl,zm. 0 V----Class• y 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet;F�ue ) erose , Heavy Oils: waste motor oil (C) new motor oil(C) P� transmission/hydraulic . Synthetic Organics: degreasers 49 1 Mi cells eo s: DISPOSALIRECI AMATION REMARKS: 1. Sanitary Sewage 2.Water Supply 414,--y"C a .r 0 Town Sewer *ublic ��, �'On-site OPrivate 3. Indoor Floor Drains YES NO - 0 Holding tank:MDC_ r 0 Catch basin/Dry well 0 On-site system j 4. Outdoor Surface drains:YES J NO ORDERS: 0 Holding tank:MDC Catch basin/Dry well 2 0 On-site system A ,� 5.Waste Transporter AZ 1. wvVIGIM(s) Interviewed sector Date ;� �Q�oFteeto�o TOWN OF BARNSTABLE °j OFFICE OF s BssasT.sz BOARD OF HEALTH y MA00. �p 1639. 367 MAIN STREET HYANNIS, MASS. 02601 August 14, 1987 Renee Dansereau Hyannis Honda 830 West Main Street Hyannis , MA 02601 Dear Mr. Dansereau: You are reminded that State regulations require periodic pumping and or , cleaning of all MDC traps (Metropolitan District Commission,-'gas and oil separator tanks) . You are directed to contract with a licensed hazardous waste transporter\contractor to perform the required pumping and or cleaning of your MDC trap by September 11 , 1987 , or provide . proof of such maintenance performed within the past three months . You are further directed to have your MDC trap inspected and cleaned if necessary, by a licensed hazardous wa-ste contractor every three months . Written proof from a licensed V: contractor will be required. Inspections will follow by the Health . Department to verify compliance. r You are reminded that failure to comply could result in a fine of $200:00 daily under the Town of Barnstable Toxic and Hazardous Waste By-law. Very Truly Yours , ohn M. Kelly` Director Barnstable Health Department OnAl � . r TOWW OF BA R N STA B L E COMPLIANCE: CLASS: 1. Marine,Gas Stations,RFpai.r satisfactory 2. Printers BOA j�� 3. Manufacturers Body .Shops �v ,,,� sunsatisfa ory- 4. Manufacturexs COMPAN J/; `u�� AjIV �I of y� N�� (see ' ders") S. Retail Stores ,— 6. Fuei Suppliers. 6k ADDRESS Class: 7. Mi.scellaneous QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drums AboveTanks Undetground Tanks IN UT I I e Gasoline, et Fuel (A) � j Di.ese osene, 02 (B) avy Oils: rotor 05 C) O new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers 4.k Miscellaneous: WDISPOSAL CLAVATION C 1. San ary Sewage 2. Wat Supply (J 1 own Sewer Public O On-site Private ►9 ADI6 .3. Indoor Floor Drains: YE 4 Holding tank: MDC O .Catch basin/Dry well V On-site system 4. Outdoor Surface drains:-YES NO O Holding tank: .MDC O Catch basin/.-Dry well OOn-site system S. Waste T rter :5� � �O jam__--. Licsed? Desti na i gn YF NO 6 f i� 12 23 81 Persons . Int. i ewed Inspector Date Date. TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: ul P141AS EIq%ERPAiStS, 1PJC° (SA 14,4ANMi1 , 14bkJ*b 1 BUSINESS LOCATION: 830 - 9�Q 10C S1 NA1IJ 6 At' i E-NA4&3 00166/ MAILINGADDRESS: PO 501C grll /-lytan iU1A M14 &)60/ Mail To: TELEPHONE NUMBER: 5U$ '7'79 '78 79 Board of Health CONTACT PERSON: JI M E-s Gd 0 bG Town of Barnstable ` 310 P.O. Box 534 Barnstable EMERGENCY CONTACT TELEPHONE NUMBER: O% `7'�' 7979� Hyannis, MA 02601 TYPEOFBUSINESS: A 01Q Nb 10L bE)QLC kSP1yA Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES ✓ NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: LA Jt 14�Ar113iS, MA ®anal TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze(for gasoline or coolant systems) Drain cleaners NEW USED Cesspool cleaners ✓99 Automatic transmission fluid Disinfectants ✓9A(Engine and radiator flushes Road Salt (Halite) ✓/�ALHydraulic fluid (including brake fluid) Refrigerants 2ACMotor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) �Otb ,, gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED ✓` W.ALOther petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda S&I LCar wash detergents Jewelry cleaners waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers /1bgAL Paints, varnishes, stains, dyes PCB's ✓��AL.Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) ✓/000P_aint &varnish removers, deglossers Paint brush cleaners Any other products with "poison" labels (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS \t y U V OO i g8, f dJ S I. i \ ". r 4 C fl , r3 - 7 I( y a t ) r I I 5� .,O J r f f [ .. r CI S S � t- 1 11'\ r !..r" ,J y �tF - i A/V\� t' it t 1, ry' d�, ,_f 7e', })". try "" I 'y IJ (.;.'-.;.'n..."�-;'-�t-"1,.I��.e!l..�-I'-�.,'-"�""A'".":-..";"�.�i".,4-"."'-:.;"'�,:l..�.:.���.-":..!,'.'' . 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F , Daj,l'� J r t C t J 6 1•. Y 1 v,h C 7 t C 9 1 i t�,6r „ i � t I, r r 1, r < ' --il f �E J .a r �, 't r ;' "j Bf` y n tF i e(( ,,1 yst,}•, ..)�Y-?a _ t. Y 4 1y _ i I J;j y l j/�j S 1 'r t ".r1J.4 f aril y 7 ¢,;, `{'e �% j y f F ! Ia x�•t11 r aY art tr , } $ Te h t r t b; Y�ra_ :`1' 1�'. ! t t 'f/ 1 .0 I 1 J 9 ' 1 i t ,I k !rtcy;r) 1y55.n r�Cat� n t i ; '` . "r y.. �5 t : ,,,Myy 14 ;J,1 ,y:5ay v r.i ' ^' '_r , r ,I r x I ,.' ( t. iA ti'fi+ (1 ;� 's.•YCI{ x. J + , fY 3} _ J)1 f 6•J ) I I tx F, a + r t :a 4 J 1. TOWN bF '?AR�NSTABLE - UNDERGHUUND FUEL AND CHEMICAL STORAGE REGISTRATION `' r MAP NO. I � PARCEL NO. k `�w� TAG NO. ADDRESS OF TANK 26 `:_ _ U W o OTA Z,o VILLAGE: -- MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : OWNER 'NAME: / �{1 1 1 � .JP t e PHONE: _ /0 ho INSTALLATION DATE:--' BY: INSTALLER ADDRESS: 'CER__,a NO. E. *TANK LOCATION: ABOVE j'ELOW `*zxmwCR Z aQ-ANK LOC-AT Z �}N W Z TM AQGPQCT TO QU Z LD.+I+UVO CAPACITY TYPE OF TANK AGE 1 7V YRS. FU L)rCHEM I CAL 1/•',"'✓ TESTING CERTIFICATI N [ ] PASS [ ] FAIL "DATE + LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND te, ZONE OF CONTRIBUTION [ ] YES [ ] NO DATE TO BE REMOVE FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION [ ] CHECK IF f A. DATE BOARD OF HEALTH TAG NO. [ 6, ] DATE i PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION„ ON THE BACK OF THIS CARD L�O tl T ION S E W A G E PERMIT NO. VILLAGE INSTA LLER'S ' NAME A ADDRESS j311Auia v e UILDeEJR OR OWNER ` Ali 1 l Syr DATE PERMIT ISSUED DATE - COMPLIANCE ISSUED r l � `. f r r k�� � �� � -%; � � s c9 ® C' S �'� J � i, Y l !J ry '7 `�, _ � a . E 1 L0C, ATION SEWAGE PERMIT, NQ. VFL11AG E INSTALLER'S NAME j ADDRESS r F� fi [LoC u VA lka4 pm/ S UILDEpR OR OWNER L Co . DATE PERMIT ISSUED DATE COMPLIANCE ISSUED CY p � G` O O a Jr No.-•••. .... c .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Ti2G�ln/ OF..... ...................................... Applira#iou for Diiplaii al 1VOrk.5 Tomitrurtion Vamit Application is hereby made for a Permit to Construct (X or Repair ,( } an Individual Sewage Disposal System at: ' ........... ...__...._._.........._._._..........._..._......_._.................._..._....... mac• Sii c -// /Z F -•-• -•- .. 1. ............................... Location-Address or Lot No. �. hi �irncLrc — . ....�lei.?i...mac`._..........................' .u_ _t..-•----•-------•------•---------- --•-1���'1....�7eal ......i/ ...$ Z:_...----•------•-------•------•------......___•---- Owner Address � Installer � Address Type of Building Size Lot.....3 5:_1!ZP�.Sq. feet a Dwelling—No. of Bedrooms............................................Expansion Attic (44) Garbage Grinder (4/0) 04 Other—Type of Building No. of persons........lam.--------------- Showers (41o) — Cafeteria (/fie) (lthe- fi•t -- C?r�FAG�>-.3.�,Q_vl�l.._�1`�QGsJ�i2S�/�ff 7_SQ��s S�'��-`-!��? 2XT f..Ty 7 ZL'cSd Design Flow.............1,:V__..__ ___.gallons per person per day. Total daily flow............................ .....gallons. 04 Septic Tank—Liquid capacity_150,0__gallons Length__l�`� Width---- Diameter................ Depth__ "_:�/_--- W Disposal Trench—No_ ____________________ Width...._............... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---- -------------- Diameter..../__Q.......... Depth below inlet__.S,_L�7_'__. Total leaching area.__5.71.4......sq. ft. Z Other Distribution box (X ) Dosing tank (Al,) aPercolation Test Results Performed by---Ca G--- •-Svc --• c!r,su/ n�!s Date______'3-_9_-_ S__________. Test Pit No. I.....2_.......minutes per inch Depth of Test Pit----L4�,�___ Depth to ground water_______________________" Test Pit No. 2....=_---....minutes per inch Depth of Test ....... Depth to ground water.- j..�'u �ae.✓ Description of Soil ars e ----Ca_...... rftQ d.----�.P..cr� � ��-" �,¢��-e-:..� U `d` r , X ALLYN x --•---•---•---•--•----------•-----------------•----_..--------------•----•-----•-•---- ccsa ------NILSON U Nature of Repairs or.Alterations—Answer when applica.ble.__-------------------------------------____...................... ti .e .Q 1Qii:302T6p ----•• ---•-----•------•--••-----•-•---•--------•---•••-••--••---------------------------••-••-•--•-------------....-----•--•--•-•---------•--•------•--•--••-••• 9 `w Agreement: Fss/0 L �' The undersigned agrees to install the aforedescribed Individual Sewage Disposal System inac NA the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to ag operation until.a Cer fi to of Compliance has been issued by the board o h h° Signed . _. .. - ------•---•------ ....... A lication Approved By...... _ :__ _...... ----- ••••------------ --- ----------------- ---------•--•-• ZS Date Application Disapproved for following reasons:--•-----•-------•--•------••--------•-----•---------------•---•-----------------•-------•-•••-=•-•--•••••--•-••- -•--------------------•-•--•---•----•---...--•-•-----•-••---••--------•--•-----------------•--------._....-•-----------•-------------------•------•-------•----••-•----••---••-_•--- .. Date PermitNo...................% -------------------.............. Issued_....................................................... Date 1 r No......�t'__---..5e: FEs....._.=.................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .Vwnl.............. oF.....,F�t��C�lS. tr. �c ......................................... Appliratiou jor Uiiiposaal Works Tomitrurtiou ramit Application is hereby made for a Permit to Construct ()C) or Repair ( ) an Individual Sewage Disposal System at: ...................._...._...................................................................... 4?rt! 1_�'I.� . "` i l�t.>/ ...¢ ............................... Location-Address or Lot No. r Owner C • ________________Address __... Installer Address U Type-of Building Size Lot....t-AYf_ffZQ _Sq. feet Dwelling-No. of Bedrooms............................................Expansion Attic ( +) Garbage Grinder (4/,l Other—Type T e of Buildin p•,, yp �gG Au#c,.22e+o�+�lx'c-w.__ No. ofac persons �_�__w__i.3_.............. Showers (r(/p) — C.yafeteriaj�(/���ly ll1.L,... G__ _-_._. .G.t/ II CE'�J.�/.ay ____KilJrRdLitfl_vAY��'. .Q_�ii'__f±_yaS1-f�IE• ._ / P.C_j.� frE{�Gfil: W Design Flow.............. s______ ____gallons per person per day. Total daily flow............................SA40....gallons. R: Septic Tank—Liquid capactty.h5 gallons :..Length.../!/_-O___ Width____6.'7Q__ Diameter________________ Depth__6____,C.... Disposal Trench—No_____________________ Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----Z---------- Diameter_.__/ID......... Depth below inlet__.%,_b._...... Total leaching area....4714......sq. ft. Z Other Distribution box (X') Dosing tank ( ) a Percolation Test Results Performed by.._Ee�e�___�0 _-5 ��+___6?1fgt !.Ax.__ Date......'4_7 P."_V'_�r___.__.___.. to Test Pit No. 1.....Z........ ____,-inutes per inch' Depth of Test Pit---- Depth to'ground water------- __-_____--. ;3, Test Pit No. 2------�_...minutes per inch Depth of Test Pit____/44..-_:. Depth to ground water_.' ......... iYi O Descri tion of Soil.....��c,n. _ca�soQ.__ ��y�t,Q__.. ._}?txe.:_,�.__�O >�_ Ole EPHrIN ----------------------------------------- c U Nature of Repairs or Alterations—Answer when applicable.'�,------------------------------------------------------------------ .c--._.__11111LSDN_. --------•--•------------------•---------------••-----------------••------------•--•----=.................................... i ' No.30216 Q Agreement: The undersigned agrees �'o install the aforedescribed Individual Sewage Disposal.System in acc �sV1eti1 the provisions of T 1 i_ p 5 of the State Sanitary Code—The undersigned further agrees not to place Operation until a Cer f to of Compliance has been issued by the board of h h. o�u/G Uigned .... .... .... . ---- .__-- - --------------•--- --•----a ! -2'151-1 Application Approved By--•••-•-- ------ ------=-"�-'-- ---•.......:........ -------•-......._.f 1 a- 2 5 Date Application Disapproved for t following reasons_____________________________________________________________________________.................................... ...................•-----.....__...--••••-•----••-----••-•--••-•---------------•••-----•--•-•-••--.._..:.-------------------------------------------•------------------- ----------"-------------------- Date PermitNo......................................................... Issued----------•--......................................... Date .THE COMMONWEALTH OF MASSACHUSETTS. v BOARD OF HEALTH ..........................................OF....................................-.,............_.....__.:.: ....................... TrrtifirFatr of Tumph aurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) s = ? 'c 'w .1'� yy .----------••- by 1+ c�taller at l k. t l �._ _!_ ►1 1hA_ has been installed in accordance with the provisions of iT T 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._____'-_5_J_r• r._ .________: dated__..._y, _-.+_t}=' . --------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL 'FUNCTION SATISFACTORY. DATE..... ' ---- Inspector......----- � c ^ THE COMMONWEALTH OF MASSACHUSETTS CI0145-VI .vi-tfoo/ 4cd0 , BOARD OF HEALTH OF.- •----"---••-" Q C No._: 5. FEE 1. Disposal 10orhii %Tllnotnulion rrMit Permission is hereby granted.............4_f_ to Construct ( �) or Repair ( ) an Individual Sewage Disposal System at No.............. -•---3f j l t c�? --.--? `t^� :5 '------- ��:��..�------------------------------ � ��.' Street ' as shown on the application for Disposal Works Construction Permit No____________________ Dated • M -------------------------------------- • •--- Board of health DATE. ---------------------------- FORM -1255 HOBBS & WARREN, INC.. PUBLISHERS I - , LOCATION SEWAGE PERMIT NO. RM v LLAGE IN TA LLER'S NAME i ADDRESS B U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED i Ca l THE COMMONWEALTH OF MASSACHUSETTS BOAR® HEALTH 1 CQLt>, ...............OF...... Tc - ............................. Applirativat for Dispuiial Works Tiamitrurtivat Frrutit System is hereby made for a Permit to Construct ( ) or Repair (y an Individual Sewage Disposal Sys 1. ..�- 1�1j?..._ f ----- - - --•--•-- ------•••---- o tion- ddress � � Lot No. 1..... ------•--- ---------------------------------------------- au-Y'-_Y rvr. ... .. Ot:��-- ----------- r�1?, s---__-_____-____--------------------------- Installer Address dType of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No, of persons____________________________ Showers — Cafeteria P4 Other fixtures __________________________________ W Design Flow............................................gallons per person per day. T tal daily flow.........................................___gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------------------_ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1 Percolation Test Results Performed by............................---••-••---•••---------•------------••--••--• Date..................-..................... a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ (� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water................... q P4 dY", -k-- ---------1-----------___-___-_---•-•-----•--------•--•-•----------------•--------- -_---------• - 0 Description of Soil--------••• �� .� ----------------------------•----------------------------------------------------•------------ U ...............•..............................--•---•---•-••-••-------•••-----•--•--•-----•-•------•-•••---••••••----------••-•----------•---•-•---•••--••-•-•-••---••••-•---------------••••-•------•-- =/ ----------------------- U Nature of Repairs or Alterations—Answer when applicable-------- •-----------------------------------------------------------------------------------------------••---•-•-•-•••-•-•-•-•---•------•-•-•-•-----•--•-•-•-•---•--•-••••-•----••-------••-••-•--------•-----•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLN!L- 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by;the 04 Sign •_•-•• -_--• _ s _ ..... ApplicationApproved BY ------•-••• -•-•-- ---•--•--•--•-----•••••••----•----•••••----•----•-------------•• 3 Date Application Disapproved o the following reasons--------------------------------------------------------------------------------•---------------•••-------..._._ ...............................................................................................................-•--•--••-----------------------------------------------------------------------------•- Date PermitNo--------------------------------------------------------- Issued....................................................... Date r`? ' r!�i THE COMMONWEALTH OF MASSACHUSETTS BOARD-OF HEALTH �` :..� r`. --...........0F.........1.yc�:?..%...� �' ',` i f!C ..-----... -----............................................ Applit afion for M-4paii al Works Tnnitrurtiun Frrutit Application is hereby made for a Permit to Construct ( ) or Repair ( •- ) an Individual Sewage Disposal System at: . ; :. Location-Address or Lot No. I / r / �/ Owner Address a ••••--•.............•--•-..._..•-----•••--•••••---•-•-••••-•--••--•.........................----•• ••-•-••••••-••-•-•••.....-•-•-•-••••••----•-•-••-......••••••-••--•••-••-••---•••-•--............. Installer Address dType of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms............................................Expansion Attic (. ) Garbage Grinder ( ) p,, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................ . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter_------._____. Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----------_-------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY.............................................•..................•-•••_.... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..................... (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Oa -------------------------------------------------------- ----------------------------------------------------........---------------......-.------------•-•-- 0 Description of Soil..................... .......................... .......:---•------------------------------------------------------------------------••............-••-•---- W ........••••----------------•..._.....•-••--•---•--------••.....-----•--•----------------•-------•••-----•-•...•----...-----••-•---••-------•----- ..................................................... UNature of Repairs or Alterations—Answer when applicable._........................:............. :...................:................................. ..........•........................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board:of health. %99 Sign ..... f...................................................... � i Application Approved BY ; ....---••- ....` ._.._..._ Date Application Disapproved o the following reasons: ------------•••---...--•----•------------------------------------------------------•-----------------------------------------------------'•---••••-••••-•••-•••••••-••••............•--••••--•-.--•-= Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS r BOARD OF HEALTH ! f OF. ..... . 3...............:...:... Trrtif irFatr of TompliFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( '-)- bY---------•------------=---- ' .. ......�'....... f'r__.._........-•--�............--......i.....----•-•----•---•-------------------•---•--------.........................---- - Installer ---_----_ / 1 has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code s des ed in the ...k . application for Disposal Works Construction Permit No.___ _. _' ;t_.Q.............. dated__ , _. 3. ' --- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU)EO AS A GUARANTEE THAT THE SYSTEM IW L FUNCTION SATISFACTORY. DATE... .. .1`....--•-------------------•--------------••---.....---. Inspector.... __.. . ------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... .................. ...........OF..............:�f..�} _ ................................ No.I.... . FEE........................ Disposal 10orks 0-141no#radion rranit Permission is hereby granted_..._.? /c................ -! `. f .� ---- - to Construct ) or Repair ( 4-)--an Individual Sewage Disposal System 1 at No....... ......................... - Street l' .. .. as shown on the application for Disposal Works Construction Permit No.......... ._ ed_. .__.��.___ �....__._.___ .................................... ................................................................ rd of Health DATE.........................................---................................... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS No....... :... �/� Fxs.......... ............. THE COMMONWEALTH OF MASSACHUSETTS j BOAR.... Off" HEALTH .. .... OF. �7T �-----------------•---_................_. Appliration for Biopooal Works Ton,strurtion Finmit Application is hereby made for a Permit to Construct (V�or Repair ( ) an Individual Sewage Disposal System at: & CID Location-Ad ss or Lot No. Ow > Address a ••---....-•-----•.........:..... A....... Installer Address dType of Buildin Size Lot............................Sq. feet U Dwelling—No. of Bedrooms_______________________ .____Expansion Attic ( ) Garbage Grinder ( ) �`-�"4_ �_.__.. No. of ersons__ t _ ._._._ Showers ( ) — Cafeteria ( ) Other—Type of Building p PaOther fixtures ......._............................................................. lnnc nc r W Design Flow_1.°�_�4_ I®f�.��---.gales.. rer day. Total daily flow............................________________gallons. WSeptic Tank—Liquid capacity_40OD_gallons Length---------------- Width................ Diameter................ Depth................ x Disposal Trench—No_____________________ Width.................... Total Length------------FZe...s_ Total leaching area....................sq. ft. Seepage Pit No---------I-------____ iameter........... Depth below inlet......z __. Total leaching area._2-�_°7_.sq. ft. Z Other Distribution box ( � Dosipg tank ( ) - '-' Percolation Test Results Performed by. X3'l` ......... Date........4_`!3=T ___... a Test Pit No. 1_._.___ ---minutes per inch Depth of Test Pit____-_ a p p J_'S........ Depth to ground water..... '_........ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....._........._........ a ..................--........................................................................................................................................ 0 Description of Soil_______________________ _ -••••-•-•-•-••-----•---••••-•••-•--•-••.....•--••-•• . - oI------ i --------------------- ----- ---------- W ----------------------- ----------------------------------------------------------------- ------------------------------------------------------------------------------- ......................... U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ ..------•-------------------•-----...-------------------------------------------------.......-----------••---••-------..--..-----------------------------------------•---••--••••-••-.........._•-•••- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage isposal System in accordance with the provisions of TI'111 5 of the State Sanitary Code— The u s• fu :er agrees not to place the system in operation until a Certificate of Compliance has been d b a f h. Signed••-• • ....... ---•-•-- ---------•------------------------•-•--- ----------------------------- Date Application Approved By•••---•- ...`--- ;_._. ...../.� +�. .. ....................... ----•-:� � ..--, 7------- ate Application Disapproved for the following reasons------------------------------------------------=----------..................................................... --.......---•---------•---------••-•-----.......--•-•---------------------------•---•-----••-•---•-•--.....---••------...Date PermitNo--------------------------------------------------------- Issued.......................................................... Date d No........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........x(..?l.!.................OF..... .......t....::.�... �....�---.....-----------....--------.... Appliration for Digpn, al Works Tomitrurtion ranfit Application is hereby made for to Permit to Construct ( V.) or Repair ( ) an 'Individual Sewage Disposal System at: 1 __- Location-Ad ress s or Lot No. ry...•--0-----------------------•-- ..........-_-...................................................................................... Ow ........ Address ........................ Installer Address UType of Buildin Size Lot............................Sq. feet Dwelling—No. of Bedrooms...............................................Expansion Attic ( ) Garbage Grinder ( ) `404 Other—Type of Building ._:_ No. of persons..;� ...... Showers ( ) Cafeteria ( ) d Other fixtures ........................ W Design Flow.1'S..644_. `....gallons_p r_ r—san-per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity..IL-tV.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length..............ff Total leaching area....................sq. ft. Seepage Pit No.........L.......... Diameter--.--_---_(. . Depth below inlet......:�__l_3k.. Total leaching area... '.` _sq. ft. Z Other Distribution box ( Vf Dosing tank ( ) '-' Percolation Test Results Performed by. i� rL`? .. �4~.....____�.. ...?t��►....f -:-- _ !.:s - 3 a Date-------- --------... �4 Test Pit No. 1.......... per inch Depth of Test Pit ...j.:` ....__ Depth to ground water.....r=........ LZ, -Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ tx ------=---------------------•-------•••------------------...._--------.....-----•---•-•••-•-.....---......................................................... Descriptionof Soil.. ......----•....... . ---•..............(4..•----------------------------------------•-----------------------------------....------------ U ........................................................ ......... ......................___.___._...._.____._._._....._..___....______.._._.......__.____.___..__..__.______. W j UNature of Repairs or Alterations—Answer when applicable................................................................................................ -----------------------------------------------------------•------•-----------------•--•---------........._..----------------------------------•-------------------------------------------•-----------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of l I.L% 5 of the State Sanitary Coder-, The u sin d.fu Crier agrees not to place the system in operation until a Certificate of Compliance has been issued r h ith. Signed ` e ----................. . - --- ---- ------•--------------------•------- Date Application Approved By..... _ --- �--- .. - --- ---------------------- ram -- --------- Application Disapproved for the following reasons-------------------------------•-----------------------------•-----------------•----------......------........_ .........-•---•-----------------------------•-----••-------------•---•-•---------•--...---------•-•---------•-•--•------•-----•---------------•--...................................................... Date PermitNo.............f=....................................... Issued...................................:................... Date THE COMMONWEALTH OF MASSACHUSETTS ✓ BOARD OF HEALTH ^� ..........................................OF.....................**............. ..............*........... �rrtifiratr of unliaur THIS IS O CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) .I---------:::::::---------------------- - ,. ��^+ Installer s at � � eJ •-• �ate',---------------�e�,,jp�.�."" e" e'C��.. has been installed in accordance with the provisions of TIT r r of The State Sanitary Code as described in the application for Disposal Works Construction Permit No........ - ^_"-A_.+.>...... dated-............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU S A GUARANTEE THAT THE SYSTEM 1Al L UNCTION SATISFACTORY. U DATE..-.. .... .d ........................................................... Inspector.....---- .... 4 THE COMMONWEALTH OF MASSACHUSETTS I BOARD OF HEALTH 1 ..................................:'-.-oF..............-------•---......... ..................... No....493. 2--•-•-- : FEE..........(----..d...... 11isposal Work.5 Tonstrurtivn amit Permission is hereby-granted.............. .l.: C r, -•----------------------•------• --------............................................... to Construct 1 a br Repair ( ) an Ina3vi al Sewage Disposal System atNo. •` A.................................................................................................................. Street as shown on the application for Disposal Works Construction Permit No........._•---__f.. Dated.......................................... -- ..�!� ................................................ Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC., PUBLISHERS UU .i.r•� d�t�ddd S�N�� .,.�-, v-Aa'-ao o.L.o9S� �o ioty �nvns Sl3S NV w v 5i cd 15v9 1.0N S I N V�d srL I I �iva Nitr7 aoo't� �.ril niH�.iM• aSldvo-► IoZbSZ 7 ''� '� ,lug{ 5i ar,v' TjIL4 1SN47_tV .do NMol i �Hl. do �1•N�yJg-���b9� 71-)Vka1.�s9 an--------------- ON NI+�oHs C►o11Vd('�no,� �H1. ydNl ���1z� 37 1 )s ON sl 9No1.9 �Or+tis - , , a�rsdM •�� 1 E ., NAM i -Lid f N I 'AN r err+ o S ,I ;oir4v.L ��id3S o 0 o l r .r a6.a 71$ 0 oo1=dnzi do.L 4.7 m • Q*INSt1S QN j3isja h rsz � etiota�v •"�1I \an� 31axvQ� S3Nof Y �r31Xwe `a' I 1 ?y Nd v ?3ayJ QlibHolli t1fYt/d r^ m� �W io JA1d ' \.gS I L I i L•Nb �\` N+WZ +Zoe, '�rdi •� p. s , a ` ',,�r Qd� ce- �j ✓ Qd-P CE I 1 - �'I x Cell � Eli r_ Cc1�J bb S�z a `-��' x acP4� -Jro1 N-71 Q ' �E'Sif�t�l I y E F;�k./- 3de�v x ,ar►S s 22S GTE u e-EPTIC TA I.IIL 2215 X IS) �' 33g 44 .e 9�_•B.� . - / 4d. -01S+po.5t,,�L.. 44.9 4. ` 132 x 2.� --. `S 30 �I''n �•p�� �a� `4 �.� 3 . , '` .�. 113 SF 2• To•T-a L vegz- i c .4d lsPD _ i t' raN�: p��GO_ TION RATE] 1"IN q4•l mop- For �• j ty I i a N i 88A ,; I 4N I F M� 1w11 Aaea RlCHARD c AWNA. o� BAXTER � JO25s nio.2 oae � J � y ypaals :�oRrsu�t� �u�l II`1C., , 10 NO SURD , ` Top FNpLloo•o T6'�T P le 53 I ;�9 Nau 4-13 -l33 Fc, 0 � `` - . Sy.�. � ,p .• r � INv. ,qo ., I� PI�4 to .e ��y, looms INS• , SJSO1l.. DIST.I GAL. J INS' S6PT�G "l I�OIwq. BvX �� TANK I� LP Tu INV. INJ4 I' _ �c�• 3/3/4-I%L �{ WA SNG D SQIJ�1y 6TaN6 3. 3• CESZ.TIFIGD PLoT P1-A1J PRC) I L G Loc4-clol�l yAautS 1ST r1O SCALE SGAI.E 1 �� �-O PATE `j'2-l33, l UJA TI3�Z. t^ P I-A t,4 REF 6 Q EN r-, CERTIFY -THAT THE r-ov)JC)NTIv1J :5"WtJ I 4{E,REOAI GOMPt-`(5 WITN-THE S1VELINr Lo-r I I A► P SET5.GK R.6ROIR.EM1✓N'Y� of TIME -To W N o =�aZIJST r3 t-i� a Nv I s �C?r' �., C. G, L.OGp.TED WITNIIJ THE FLOOD LAIN DATE �� /\//��/� C� •� . . 6AXTEcZe h•IYE INC• � , '` - --` R.EG 1 SZ 6.Q6�'►-AN o 5 u�Y 6Yo�'S I 'TuIS PLAN I NET C'SL��jC�D oI'd AN OSTE2.Vil.l.lr • Ntp.S$. _ i 1N5-t-R,.uME►�p•�'o���f Rr�N� E�.NES aPPLICA"T' ' No-c' D� V g E I�r• ljc�l=xv l h� ENCLOSURE , 1 i , �z f—RE ARE I 1 ,. '` '{� '�� UNDER $i'AIR OF -� rco = j 7 30 -61 `'f`' -`\ f UV ."df► -t ' i _ til ' _ L_ ' �""' -FRF' PANEL. 1 IS SIDE) r 1 _ t —LINE of MEZZANINE,.�1E3D.q,.,�� ..__..___._. ,.:_ _ _ ; EXISTING Cpt Ff_OnR DRAIN iesj center --0 1/2" 4LLS t CO , is RS i tile _.... .. t I �-C. rO .Df�TAILS DWO 1'i " 3/4 30' 7— 1/2" CM) _ _ � PRE{ AR -A I If 711/0. yy'' 1 I 7/�.$/ ept ,.. e PROTECTOR PQ97 ' r .rr ' NEW WN101,1V 5'5 9.() _.", l.0. M.O. M,'.0 �,�� - - `ij pco �q`J ,� J` � rj nZy d ` 7— y r No......................... FEE..t/�................... THE COMMONWEALTH OF MASSACHUSETTS BOARD Of HEA ..........OF......... . ... ..�. -' �•- Appliratiuu -fur 'Mivooal Works Tonstrurtion Puntit Application is hereby made for a Permit to Construct ( 1400or Repair ( ) an Individual Sewage Disposal System at: _44— � T -KAkFa .�4.•-•-^ .g g - -------------•---...... ---------•---------------- ...... O`�^-•------------•---...--••--• Location-Address or Lot No. -----------•--•---ZZ -••••-•--•---• •................ ............................................................ Address � Installer �/ Address Q Type of Building Size Lot..... ___�_'C-%___--Sq. feet U Dwelling No. of Bedrooms. _y _____Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ` 1 :4C2_....____ No. of persons-----Y O............... Showers ( ( ) — Cafeteria ( ) Other fixtures Sa+.4•�..}..... _. _f'�� }--------�----WC,....._...---4••V 0 _ W Design Flow...._ ��_____1 5.--•---------------gallons per person per day. Total daily flow...........L Q-------------------gallons. WSeptic Tank—Liquid capacity-1010gallons Length---------------- Width................ Diameter-----.---------- Depth--------- x Disposal Trench—No- -------------------• Width.................... Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No------ © Diameter.................... Depth below jplet ......_...__..._.. Total leaching area_.___-._-------__sq. ft. z Other Distribution box ( ) Dosing tank ( ) L!'/;✓C;,A aPercolation Test Results Performed by-------------------------------------------------------------------------- Date--------------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water--_._-_.-_.-_-_.._.----- (� Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to grounder`ater__---._..-_____--___-_- O Description of Soil---------- . �- 5' - .......�rd t` ram. `-`f-------- ------�--------I--- I `f- Ux ...... =----------- ------------------------------------------------------------- W -••--------------------------------------------------------------------------------------------------------------................................................................................... ---- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ----------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------•----... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been its e by the b, rd ,fj health. cy ` Igne - -1 nJ ✓l1- <O,/,,f r�Z/�L......__.7�z�,/��' ate A lication Approved B "?;'a PP PP y---•-.... ��, Date Application Disapproved for the following reasons:.......................... ..................................................................................... Date Permit No. Issued....,/ -3 -------- = Date THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH ............ ... ........OF....... . .. ... '......................... T�i4,ffie ntifirate of Tomphaurr THIS IS TO CER�1IF�, Individual Sewage Disposal System constructed ( or Repairedy ..- .. Q_"Zr/ "! a ....................................... -------- ---- _ p l V Installer � t�i�'1� -------------- .. ...... ..) . ...... has been installedcordance with the provisions of Artic of The State Sanitary Code as des ribed in the application for Disposal Works Construction Permit No.___ y��G/� '.____ dated.-.. =.' _v.�__ _ ________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT TIME SYSTEM WILL FUNCTION ATISFACTORY. ' DATE----- -Q - 1- 7 ,. Inspector..... ... THE COMMONWEALTH OF MASSACHUSETTS L7'dil- BOARD O HEAL � . ' .....OF....... .. .............. No. lS_. .. FEE ........ LanIlndividual �Permission i reby granted29 L -to Const ct ') p it ( Sewage Disposal S sYe A 5� Street G as shown on the application for Disposal Works Construction Pe i� No. __._ . ../1__. Dated----- �+a e) 7� rt� '! � --------------------------- Board of Health DATE---!' 0 FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS No.— L—_---- ^ �P,,oFT"Erowo OFFICE OF THE BOARD OF HEALTH =t d OF THE _ . o e sAsMAS& o TOWN OF BARNSTABLE, MASS. ooe,i639. •�`0 MAY�"` --- --- --—� --------- 19 - �WAGE DISPOSAL PE 1V-IIT Permission is granted to _1.- - -- - --------- to construct° /� :/ - -------- -- _ e,Upon the Premises o � "".C '�. �' I 9 ' J ------------------------------ In the village of 100 or'm re feet from any source of water supply 20 feet �rom building f 10 feet from property line r 7. Hea lOfficer. cS � r ${��1 sa lilt g to 'A8gg a bpi .�i g R ; A � 'y CIA a =A Jul t � . � A I o v ill a I to lilt OR 1 Atftft N■ 7 ` s "'"NOW-nn.. 64— �..� Ir say WAS jo tZ' L % tl� LET" \ Aid 14 ♦ \w _ � h AS cn pTn �' %g y wto p ` . � �:.ribs, ` � � �� � �:;h � 1 ( • � �'l��• n 1 //a ti a', � � • e , L 9 6961.1 'b Ok �{ •P+% h ��rG{* i. n A. 33 41 # a t4 o �tl ,Y. t•Y Y .1.1 Ni / ��r V r � AgL �� • A Op y u' V O L At ���•�•L�h.T�..� ! � AI9 1 lil , ,p' '' .• g - � 9 F e r �',��'uric i� ''• r 9 , At16 ni N "^�}4y70 s ry N + 1� rn. j• U 0� l OOC/L1�Z� 'GMp'039bU—GOOG�1 1� .. ,m, ti � �.. � •�� �dN�i'avd;14'- L a 1 �'. J4n. •!'. N • Y � Y ROOM FINISH SCHEDULE I. .. to FLOOR CEILING WALL&BASE G) East South West NOTES e ROOM NAME CODE LODE Wallh Baee Woll Baee Wall Bose Wall Floes ■ Ot WAITING AREA T-1 AC-7 NOTE 1 - WC-1 8-1 NOTE 1 - NOTE 1 - NOTE 1 WALLS ARE MOSTLY GLASS ,` Q 0 02 KIDS PLAY AREA T-1 AC-1 WC-1 - A WC-1 B-1 A 03 BUSINESS CENTER -1 C- AC-i _ B-1 WC-2 B-1 WC-1 8-1 WC-1 B-1. LLI I f 04 VENDING 1 B_1 - B-1 05 LOBBY AREA C-1 AC-1 WC-1 ~ O 2 WC-1 - 1 -1 Ln 06 H.P.MENS ROOM -1 AC-1 - B_ WC-1 B-2 WC-1 8-2 WC-1 B-2 ®®® 07 H.P.WOMENS ROOM T-1 AC-1 WC-1 B-2 - - WC- 8-2 WC-1 B-2 Q .7 I y1B OB PARTS DEPARTMENT -2 NA PT-1 8-1 PT-1 8-1 PT-1 B-1 PT-1 B-1. 009 SERVICE DNSORS C-/ WC-1 B-1 -2 B-1 WC-1 _ YC_ _ In to 10 SERVICE MANAGER C-1 WC-1B-1 WC-2 B-1 C-1 = WC 2 B= O 11 BUSINESS OFFICE C-1 C-1 B-1 WC-1 B-1 WC-1 B-1 WC-2 B-112 ENTRY AREA C-1 AC-1 WC-1B-1 WC- B-1 WC-2$-0 2$-Q 13 Z M a 14 EXIT HALL&STAIRS P-2 AC-1 P-1 B-1 - B-1 P-1 B-1 P-114-4 3 4 NEW GU55&A 15 EMPLOYEE LOUNGE - AC-1 WC-1 B- - B-1 NC-1 _ NC-1 B-i q L ENTRY 78 EMPLOYEE TOILETS C-1 AC-1 B-1 WC-1 - WC-2 B-1 NC-1 -I)-1 .iVAV1` N/' Tff IDGIr 0a5IWe I I 17 EMPLOYEELOCKERS P-2 B-2 8-2 N a.to aN oOaR 18 PARTS STORAGE -2 O JI 19 UC N F_ 20 N d ----------- OE � E B. RETAIL IMAGE FINISH MATERIAL SCHEDULE 17e��ro oe aoaR ,}j COD MATERIAL MANUFACTURER QFSQRIPTIQN COLORo W I Q - N000 RANNGS ` - DOT H LL _ I 6Q7ABOVE = AC-1 ACWSTIC PANEL CEIUNC U S C 2 x 2 x 3 4 QJMA PLUS CEAINC F L ECLIPSE WH17E � O � � AC-2 ACOUSTIC PANEL CEILNC USG 2 x 4 x}{gIMA PLUS CEILING ? ¢ LOBBY + AC-2 ACOUSTIC PANEL CEILING USG 2 x 2 x 5 7... APSE WHITE 4 8-1 COUNLY COVE BASE .pF1N50NiTE VINYL.081h {g BEIGE B-2 N PAIN T COVE BASE VINYI nAN, W 2 SHERYAN WILLIAMS EGGSHELL ENAMEL COLOR TO MATCH BASE C u ¢ Y d P-2 PAINT SHERWIN W1WAMS FLOOR EPDXY PAINT GREY - A rn p V ¢ p 1 NEW I NEW COL P-3 PAINT SHERMN WILLAMS EGGSHELL ENAMEL OFF WHITE A.1 N 103�� P-4 PAINT SHERWIN WILLIAMS EGGSHELL ENAMEL m O I `� C-1 CARPET FLAW CONTRACT URBAN SKYLNE 5500 T-1 CERAMIC FLOOR TILE CROSSVILLE 14 x 14 CROWN DORE UNPOLISHED CROSSVILLE EMPIRE V588 a o o - X PARTS DEPA T 5-t/2• G-t GROUT MAPEI 1YORy MaRF1L 9 a 'o m g o © VENDI G wC-1 WALL COVERING SHERWIN WILLIAMS STRIA 9 #899- V O 0 E97 ;.y OYE D4 WC-2 SHERWIN WILLIAMS > u T,.bOOR rA ITS&W S-1 OUD SURFACING MATERIAL AVONITE 44 COUNTERTOP SOFFIT ABOVE p V1 w F NEW CO NEW COL 24• PL-3 PLASTIC LAMINATE MATTE FINISH z o o a o EXISTING - - -I NOTES: 1. LOWER 4'-0"OF TOILET ROOMS TO BE MOISTURE REFSTANT GYPSUM BOARD.SEAL ALL CORNERS AND BASE. SERVICE AREA NOTE: W-1! RETURN DRYWALL&V BEAD TO EXIST I B SIN�SS'T EXTERIOR WNDOW UNITS&INSTALL NEW t I TEA b O© SOLD SURFACE SILL&APRON TOILET ROOM HARDWARE per ROOM i ; EXIST COLUMN ' ! NEW 'r\'7 1. OnrBob.Ick-Framed mbrar 8-165-24M � r^ W PROTECTOR '! RNLN i 3-6' I 2. One Baberkk-Rabe Heat 8-2118 z lJ _ OTH SIDES i ^ Q -- _ --- - - - - \ EXIST GLASS&ALUM 3. One-Mo Soap Dlepeneer O NEW COL 5'-T. WINDOWS(TYP 4. Two !]ab Bare-Boberlck B-550 3642 ry� i Mt WINDOW THIS WALL) S. On 0 W ii - !! I e ouble Toilet pier dlap- 0 I REMovE Ewsn"c EAT 24'-3 3/4" Q CM WALLSSHOP -- PLAY 02 > W TOILET ;! ,coL W'� .+e SOFFIT ABOVE U NE ii 1 O 5'SLIDING WNW O - .. LLJ _ --_ -j I Ts "Dow m jKITaFNErLE Cou o.' i CABINETS LJ-. LLJ " U) Q3 1 me ALL SINK SHELVESU) ABOVE FOES I M®(iCR 16 z I ; © " LLJ z ElRl]xOVE E70$TING \ SS - !�YALLS,STARS MS - - - LLJ �� REA l - _ �1 0 5-`1� FINISH SCHEDULE NEEDS TO BE UPDATED" o o w '�1 i i� SERVI I ADVISORS "' UNE OF FACIA ABOVE b ® \ LL.I Q �. �I ENTRY Q \ AGE El HONDA IMAGE ) v) NEW GOL ® / O O= 00 e'-17 1/P E 1y NORTH �_ 0- NEw ax tX7L 3 ' - I IN EXIST MINDO�VS�& � PROPOSED REVISED FLOOR PAN ` NOTES: EASE cuss&ALUM EXIST GLASS&ALUM I NEW MASS&AWM T I • ALL DIMENSIONS TO FACE OF FRAMING (unless otherwise noted) JOB NUMBER: WINDOW ENTRY ENTRY I • ALL WALL THICKNESSES TO BE 3 1/2" (unless otherwise noted) • INSTALL FULL THICKNESS BATT INSULATION IN ALL WALLS (unless otherwise noted) 151 'a I SHEET NUMBER: REV 11/25/02 UT 1.0 UY I Do DO 1 1A 1BDo • o w Do Q in LOCATE HVAC UNITS & DUCTS —CO—ORDINATE NEW HAVAC � o (n U) 25-0 2s-0 O �o REVISE DOORS & HARDWARE z �° a _-_-_-_-___-_-_- ___r0 Q ., N o0 N —_—_ - ----------- I --__ OVER TOILET ROOM O - RAILINGS BOTH SIDES I c c 1 oasr x FEM YEW IN FUTURE O lJ PARTS STORAGE I OPEN TO BELOW LIN Y Bs i OPEN HARDWARE SETS ¢ ' 3'-4• TO BELOW SET/4 1 1/2-Pair of Hager/881279-26D 4 1/2 x 4 1/2 x 26D SET/1 1 Loekeet-Schloge D405 Lewn 626 by 2 3/4'B.S.by 1'face 1 poser-Norton 8503 Aluminum c- LOr1(ERS 14-4 3 4 1-Floor stops-Iws 442 PA28 BY OTHERS I 1/2-Pair of Hager/1279-26D 1 Lo_at Schlage D40S Lawn 828 by 2 3/4•B.S.by 1'face a z 1-Floor atop.-Iwe 442 PA28 0: © e'-0• - __ 1 lock Plate-Bums jr x door size less 2•-Black plastic a o m o WAILS BELOW SET/2 1-Pair of Hager/1279-260 1/2-Pairof Hager III1279-26D Spring Hinge 1 Set of full-.thw stripping 0 o w - - \ 1 Loduet-Schlage DBO PO Lawn 628 1 Aluminum threshold w 1-Floor stop.-Iwe K2 PA28 m ¢ p o O SET/5 1 Panic twrdrare (by storefront supplier) N z a_ SET i 3 1 1/2-Pair of Hoge,/BB1279-26D 4 1/2 x 4 1/2 x 26D 1-Deadbalt z o T w •I RDD I NEW FULL .. 1 poser-Norton 8503 Aluminum 1 Aluminum threshold(by storefront supplier) LOUNGE I I Ha/7 WALL 1 Lockset-Schloge D40S Lawn 626 by 2 3/4'B.S.by 1•face 1 Set of waalher.WppMg(by storefront supplier) o o cc VAT FLOOR MATERIAL w 1-Flow etape-1-442 PA28 O OP BELOW I 1 Klck Plate-Bums B•x door elze less 2•-Block plastic • ALL LEAFS TO RALL D 1 1/2 PAR OF HINGES U.O.N.SILENCERS ON ALL DOORS 15 I SET/6 1-Pcir of Hager/1279-26D COUNTERS S 1/2-Pair of Hager/1279-26D Spring Hinge '- i Push Pull set w/kick plate 4 I _ E w 1-Floor elope-Ives 442 PA28 � rr R M -- z �J 6 I - NORTH O Q m z I _ m Q ED. : 7-0 1 2 10-1 - - E — IDF O U/ FURRED OUT WALL 20'-3 3/4• i j 3 - - � \ N 11 l l 3 TOR Olt• N L-L . I 1 Ott 4-Re O Y L.L W { ;I I _1j RAs�(�) n 37+- NEOPLEN TO BELOW > HGHT WALL FA FB FC � , i...--_/,• FUTURE STAIR FRAME TYPES • "n�e /V) L� _.- --.-_.---•. - w,x v, fir-) LOW HEADR .�t7� wnT :�E5 .1r rmt N Z 7(5'-3•R)0EAM4-) Cl cu, roes tWl < L nuuE r 17-1 1 2 rm. Y , _j a Q OPEN - li I I....l; TO BE W § m Q = 'j PARTS STORAGE _ _ W 11 II 18N RA DB DC DD DE DF To BE PART OF STORE i 3. DOOR AASSEMBLY TO OPEN ENTIRELY FOR PASSAGE SYSTEM L.L_ Cn F DOOR TYPES 0 O W E)OST WALL a - - _ __ _ _ _ •�;_ _ — —1� — - DOOR SCHEDULE W � I Q DOOR WAN DOOR SIZE TYPE UNOER MATERIAL RATING FRAME DETAIL HARDWARE REMARKS I CUT THROAT MAT TYPE N0. %- KNOB TYPE HMCE CLOSER STOPS qp( W O 0 O 32-1 O NO. LEAFS Width Height N. G -0 1 3/4" -DC* ALUMINUM ALUMINUM FT3 ALUM LOCK Be YES SET •SEE NOTE 2 i - I El ONE - SET/ •SEE NOTE 2 R 3 � O F2 ONE 3'-0• 1 3/4• •DA• N.M. H.M. •FA• ALUM LOCK BB YES O � M E3 THREE 9'-0" Y-0• 1 3/4 D ALUMINUM ALUMINUM AFC• ALUM LOCK SET/5•SEE NOTE 2 k J �/�./ E4 4• •OF' • SC.PANEL WOOD *FA' W A3 US26D LOCK STD NO WALL NO SET/1 VEFOFY THROAT(DOST WALL) ONE 3'=0• Y=0• 1 3/ 3/4 �/ 01 ONE 3'-0' Y-0• 1 3 4• •OF' 3 4• S.C.PANEL WOOD --FA- W A3 US26D LOCK STD NO WALL NO SET 1 VERI FY 7HROAT(E705T WALL) n 02 •pe• M.METAL H.M. •PA• V A3 510 NO WALL NOT/1 LJ._ O.P_dN PROPOSED REVISED MEZZANINE FLOOR PLAN �. DNE 3'-0 Y-0 i 3/4- -or 3 4• ;=pANFl 4 3/4 WOOD FA W } U526D LOCK STD NO WALL HO SET?1 OS ONE 3'-0" Y-0' 3/4• 'DC" 3/4' H.M. 4 3/4' H.M. •FA• W A3 U526D LOCK B.B. YES YES YES SET 3 oil 3•_0• _ 1 3 4• 'DC* 3 4• H.M. ST CNU H.M. 'FA' US26D PUSH PULL B.B. YTS NO YES SET fi PIINaED FRAME Fat BOLTS << w FxSTI G JOB NUMBER: 08 EMsn G NOTES: e ALL DIMENSIONS TO FACE OF FRAMING (unless otherwise noted) 2p ONE 3'-W Y-or 1 3/4" 'DC" 3/4 H.M. ONE HOUR 4 3/4• N.M. •FA• W A3 US26D PUSH PULL B.B. YES FLOOR YES SET/8 • • ALL WALL THICKNESSES TO BE 3 1/2" (unless otherwise noted) 21 ONE 3'-0" 7'-oo 1 3/4• 'De 3/4• H.M. ONE HOUR 4 3/4• H.M. "W/A3LOCK B.B. YES FLOOR SET/ SHEET NUMBER: INSTALL FULL THICKNESS BATT INSULATION IN ALL WALLS (unless otherwise noted) Zz ONE 3'-0 7'-0 1 3/4 bA' 3/4' H.M. ONE HWR 4 3/4• H-M. LOCK B.B. YES FLOOR SET/ A_ 1 e2 ' • Y • i 3/4• bA• 3 4 H•M• 4 B/16• N.M. PUSH PULL B.B. YES FLOOR YES SET/ REV 11/25/02 Go co 00 o Go NEW ES FICA SYSTEM 01) ' LAYOUT IN B'WIDE x 4 1Id1 ' � � _ {� T9 NOYINAE PATTOW OR AS lA NEW PAINTED ALUM CAP SHOWN F1J 911NG I I O z - R � In COSTING METAL ROOF PANELS II I ----.------_- --- Q' Q O M U o RECESSED T•EFIS SR I I .. --_ .. I - - 1 _ z STRIP PAINTED NDFIIIA BLUE NEWTEM 1 b - 1 _ EFTS FAOA iGp WNF HIE2Z -, I � "� SYS w __..... 1 � . I , EAST O.N. --..—_ _ SlUT-FACE C.M.U-_'__ (.7 N d NEW I I NE,W NEW —E)451W6�11T-FAff GY.U. E%6T EAST O.H.O.N.DOOR .. .. _ . •6T I Y I I DoaH DOOR oaaR -- ..._ _ __ - _._ N A Ly REMOVE EOSTNDOW 4 I AL EF6 1FIY O n O IND WI DOOR SYSTEM AND PATCH-IN I I (Tw) I T rn Q OPENING 3'CONC APRON Q M RIGHT SIDE ELEVATION 1- Q Y _ MEW FFS FACIAQ N Q U NEW PAINTED ALUM CAP SYSTEM EASRNG METAL MC PANES FLASHING E D C B G F RE PAIN ND F•EFTS STRIP HONDA BUIE 3/4" EXTERIOR a z w o _ Ho a e I e C ' ter E� EFIS SYSTEM 0 \ a o m 3 N I B I RI`1II u o o a COSTING PAINTED MET I IZQ Z a w PANEL _ __ EASRNG SPIT FACE C.M.V. _E70SITNG.SPU FACE C.M. . TYPICAL RELIEF JOINT DETAIL ` cf) EXTERIOR z EFIS SYSTEM EXIST O J WRAP �'e I— m FRONT ELEVATION WALL Q BOTTOM > LJ O U SEALANT✓' z I W m LLJ /m i CUT EAST CMW WALL AND LAYOUT NEW MM W HIDES x 4M NIGH LL INSTALL NNFl FRAME , SNOUNAL HOWN PATTERN OR AS 1A NEW PAINTED ALUM CAP TB ' BOLT d V CH CHAA TO EAST FL4SNEHG I REassrD, Ens sTiIP GRADE z U) PAINTm HOHIIIA BWE � Z REMOVE EASE ROOF Z RCHAIA NO TYPICAL SILL DETAIL Q Q I - H STRI LL-A BLUE ABMC < PAINTED BLUEI-- — i HIDE NEW EFIS GA SYS V Lli Lli _ I.mFAIi IITn - o� _— Ebsr oA4 DOOR_EAST G:S sr." ow: PEILFAECIL� ALVM h ? CIO DOgT ENTRY T NDOW S O r I _ _-____ /'� Z O LL f pPx:I•Ho� - (_L REMOVE EOSNM•WINDOW 0 Ob DOGEcy- SYSTEM AND PATCH-DN OPENING F I LEFT SIDE ELEVATION x` JOB NUMBER: 151 I ELEVATIONS SHEET NUMBER: — 2 m0 o - REV 11/22/0 /4' . I m n ? 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AND IS NOT TO BE USED OR REPRODUCED WITHOUT DRAWN DAP GROUP INCORPORATED K CD DO m WRITTEN PERMISSION 860 WEST MAIN S T. CI(D 2277 State Road Suite H APPD Plymouth, MA.02360 tel: 508-888-6555 Lo --- --- ---- ------- �T ----- - - _ -. - _ 3/4 PlYVOU➢SUB FLOORco tLl I 00 00 LJJ LI) *JOI IST JOISTS OD Q lO S 2 12'o.c. y r 1r .. In U3 S4 TALL NEW C� p O I PLE 1.75x IL5 M.L. zNQ SH FRAMEALL HANGERS v) EXIST WALL O STOP WALL O DECK _ ALL JOISTS Q r HIGH LIFT TRACK OR BEARING• _ 0 N a OB OPO4 BEL IN Ll�Jcu I— - — ,ill I y' BRC WA TO DER9DE - _UP— — % Ds�x ,2 EAGER i!I _ (i) — OF EX,57�NG iLODF Q A T Y P SECTION t h r u W - - - -_ ,r /. :il. �I I a S1 NEW W❑❑D BEAM M V1 M I CUT DaST FLOOR e 1 �I F4. INSTALL NEW CONC FTG - w Z Q OR BEARING WALL - - p -- CONT 24•z G DP r ¢ ¢ Y p- HER FTG Q U 0! 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EXISTING 2•x 12• ISTS O 12- EXISTING x 1•JOISTS ZQ W/WALL ABOVEUf(JILEi ,I1D-o ni�..a —BEARING w,uL; W STEEL BE w, > w FUTURE -- - O _,7-I/ - ��-T �r SERVICE AID AGER .! � c1 ___ BEARING WALL TO UNDERSIDE T z V/ OF EXISTING ROOF V/ WOOD LTM�GERa 1 STAIRS D EXIST --- - I i I� I i ' i I i i i ! PEN FDUTTJR ED I .. CMU WALL Z •, (TYP THIS WALL) , i f • I J Q 2•x 12 JOIS,6 o to ac � < _ wxo�Ff••E ts'DP _ w i I REINF w 6/5 i E IM n,ll DBL LL r REBAR E IWAY ii I CUT EXIST FLOOR& • 1 1:::._..-...;' 5 O/4 INSTALL NI 20'- CONC FTC I - CONT 24•x 12'OP w> 2•z 12• IS 1S O 12- o.q\ / CONC FTC w Q 7 TYP OTHERWISE NOTED ( J i / t U) 0 OPEN/7D o 2•x 2 JOINS O 12oc x .- .. .. I BELOW - L_^I_. 0 � OIN 00 5-6• l_, I 12 16 1 f I / BEARING WALL I I I JOB NUMBER: - 151 SHEET NUMBER: - I ':�TRI JrTHRAII PLAN A-6 ccW i1/9F/n9 I BAXTE R NYE -Ll Hy ENGINEERING & Hond SURVEYING 4.fl1WWXJtlYRY �aa *.a.a+`. 'ax> ;vrarr�p „r` 1 Registered Professional Engineers and land Surveyors L�l 78 North Street — 3rd Floort P I Hyannis, Massachusetts 02601 Site Renov ion Phone — (508) 771-7502 Fax — (508) 771—762.2 + ; www.boxter—nr.com West Main Street -- -----' STAMP STAMP Hyannis , (Massachusetts 'ON + VIL " .46345 l_ S,(•/SrE�� ���� s� o/NAL ECG Owner : Applicant : En ineer/Surve 0 PP or :9 Y CONSULTANT Goodwin Family Trust Goodwin Family Trust BAXTER NYE ENGINEERING & SURVEYING Hyannis Honda (Hyannis Honda Registered Professional Engineers and Land Surveyors CONSULTANT 830 West Main Street 830 West Main Street 78 North Street - 3rd Floor s Hyannis, MA 02601 Hyannis, MA 02601 Hyannis, MA 02601 I Attn: Mr. Jay Goodwin Attn: Mr. Jay Goodwin Phone (508) 771-7502 Fax - (508) 771-7622 ATTN : Matthew Eddy, P.E. PREPARED FOR Mr. Jay Goodwin Hyannis Honda 830 West Main Street Hyannis, MA 02601 Issued for: Bidding gzwr a : .a e 1 'ifsf -. Number: 4 r. ;. , �.,. ' ;;, e<.� - fir.. ,W •.*: - y � -„F'`.� ��.' �Y$ ',*: r! .�'•4 1.: 4� J� .�. �,� Y�" rtk 4` � 4 ^9 1 n r AV r� e. I � .,W/'�"� ?w. F +-v,• k % 'R y�, �; '�'.w;� � ,�^,! 'C �,,, car..: 5 , r `^ : M :, O ,Yt ., :.;: P,,, d: y'• y Y,. 'M 3,r. „ '.. C • 9C . � t �� � �.�. �.� �w: PLAN SHEET INDEX .� a,.r ;'.� � i h, 'r,: .�; a�'+• aA '+ O ,`vtl:'%wh •�.��^� r": i�_ > „r O.L. ""+, r �' .','�r r?F �"� �� f • '��*�+,'_. ?� � � t~ � j� �r9VR�t'.M1.r ti R r .j �k�• r ° ::'a, qu �, ` ,. ��� a;:: .r.. � �` t 'r t ka �� �r ,��' x ''t`Py,.a ♦r No. DRAWING TITLE 4. ca : , x , C)1-1; �, .' YM c C 0.0 Cover Sheet C r , ' y �'71 41 �� ill �ad f- r� � Q .,r• raw-, - C 1 .0 Legend and General Notes cm - �f, C 2.0 Existing Conditions Plan w o •� . � �' � Sri� �, �� . T, ��. -� , �. �. . „� 9 c � s Phasing P F. ti � C 2. 1 Demolition and Resurfacing hasing Ian O ao � , C 2.2 Boring Logs a = ,_ ° • •' > t r C 3.0 Drainage and Grading an } yy 1p 1 C 4.0 Septic System #1 Repair Plan and Profile 21 lit r r. ,, ,� _ � :�� � �e• C 4 1 Septic System #2 Repair Plan and Profile C 5.0 Utility Plan r Nfi a • r' M l C 5. 1 Utility Plan .. � v .. Details • Fes, w . - f , C 6.0 _ ` ,; ;, ❑ r. �r P = r '— ' w • y a + `: I � � r • ¢' � . C 6. 1 Recha r V8HD HeavyDutyPaved Traffic Application Details K � a.. .'s L r .. { ,. F m r C) Locus Map Scale 1 ' = Too' SHEET TITLE Cover Sheet SHEET NO Como D A T E 07/31/13 q r s SCALE AS NOTED DRAWN/DESIGN BY SOM CHECKF I) 11Y AM & JOB NO 2013-004 C A D D FILE 2013-0(44(V Awq f3/4X�E ---' R NYEN YE ENGINEERING & CANTERBURY CIRCLE SURVEYING t� � o to • t-, � Registered Professional Engineers and Land Surveyors Street - 78 d Floor ylorMassachusettsNi orth 02601 s) I"F N FLAHERTY �N/F PARLEY Phone - (508) 771-7502 ,.�� ' / TOTAL PARCEL AREA N/F PETRALTA N/F CENZAW N/F LAURETTA, Tr. N/F TOWN OF BARNSTABLE - / 147,339+_ SQ. FT. Fax (508) 771-7622 0 3.38+/- ACRES LE*00M eAM FACUTY #I- LEACHOW I Aso FACtftY j2-- 4 w � www.boxter-nyle.com 9 - or OD. LEACHM6 BASINS •- W O.D. LE/1CI9NG BASINS (SEE ^ t`L i r► / (SEE DETAIL►UM) 1.000 GAL LINTER OETAIL HERM) \ R v 1ow�iuT GAL VIATERi Mv`as 9s92 (N) I R1i-& 7 1 (I+) o� \' ` Z S T A M P S T A M P R In 50.8 W4-40AW(OUT) IL S o 6614-5045(IN) l - �i J lop, BOT. RISER 47.5 v V - � p pp. 1 r' 20i BLDG BACK � �1) q CN rti • 20' VEGETATED BUFFER 20r VEGETATED BUFFER Zl c, 1 2d VEGETATED BUFFER - �"� � \ tv�.. 'V I r IQ 12' ADS - 'L ZONE RB o.46345 79c,j. Fu - - N ZONE H al w x� -, F�1 s r 'oA cb, + K wcos •+ -°ce �' ,►\ s s,o N A A •�/y ti S Cce ZONE HB eai�lges �, ' N/F CAPIZZI o, 0 0 R ��" -� r CARWASH STORAGE 1 4Q. TANK W W HOLE , + $p7 r Tg�6 \i�` �' o SW �\ + '�\ ` CONSULTANT NX)LO �q E l /�M ,r AM - - s,, , HAZAroo�n wA T8 8 GARAGE FLOOR • '4 \ STORAGE /i P11�LP EL 57.38' - PARCEL L- UNREGISTERED 0 / �>�' •/ c. tom\ ` e� DEED BK: 9803 PGS: 93-95 1 : � R A - Nv 4°� 0 1.500 GALLON FM91 FLOOR N16 '��� TY to �p 5 sEPr►c TANK sZ - 55 29' � d Z \ \ DEED REFERENCES UNRECORDED - 4+.3 a oowc PAD w PLAN, COPY 08TANED FROM TA1sc A/C uaTs .� ao Mm HOLE BouARDs o �! \ CLIENT A ; ' -. , 2 `tom TB#11 ' SPvFlil�t CF/ �f. (4) A/C COOLING p 1 TANK _ O \t CONSULTANT \.S •�j LEACH P7r` _ R �1.7 � v.=So.1 �8 l can T �► ,p-�6 TOP WATER•4 40.1 RW-52-9 • gN(,�E WH7E U11E ` 0a� D-BOX SUMP - 47.2 �, ly 49.9 Aim ' S E MR V I C E I 0 9.1 S 1 1No Ns. PIPE (CAR a�1 i't ,,,� f a n /" H Y A N N I S � Ir `�� p.�\ POLE #1123/1 ,b'� i CENTER \ c '" +� r� SEPTIJ rAnK 1 a J M '' .u • Buld" No. 830 w �" W M W < H 0 N D A ' ', I \ ® z a �s!" D-Box `7 a 'P 'ram. \ � :;1. RW=529 _., Sales Binding RooF (�) CIS Iding No. AKA 86 • / , b TOP EFFUIENT.50.2 NV. 50. /►/C O C1 r o -/ / \ ` 140 I�,` PREPARED FOR EXISTING e' au► ' l-n uvr, 1 1/2 TY W ` Unua T Fo � � %� is /2 , vo CIM,��T • • 3. � ' w � IPS $ \A `' e��Lnc � � •► S -� c��',/ leSE Na Aso n�/ �-- Tp � ( - - ,:� A � � _ N G WA :1 TwAglp 1 - - = t' -- -- -- --- r .t�,t' E �o Mr. Jay Goodwin Q►•` 5 i EF1t11E)1T=50.1 B0 BLDc ��� -�/jj /.._-!J Bd B1Dc !.oy �' � '�i CURVE RADIUS f ARC LENGTH DELTA ANGLE \ r \ 44.7 E PIP SET13Ap( �� `� �b SEIBACIc '' n t^ C1 45.27 62.69 79'20 15 Hyannis Honda •- -- ;PLAY/', 'A C2 149.45 73.00 27'5912 N/F PEASE, Tr. �� A -- - - -- - -- -- -- -- �- �- -� _ EXSYM r T1IATEAIIE\ - LA1/D - • m 830 West Main Street TO WATER METER PIT _ �,, ,�j VE�K`LE PARINIfJG C3 149.45 36.49 13'59 18 TB�/1 + PLAN BK 152 PGS t33 1i �L C4 24.73 43.45 100-39 45 SEE L1TlJTY NOTES 6�i ♦ "�S + C5 28 03 53 80 109'S7 55 Hyannis, 02V0 1 W ��` / n H �sP 1Pf - . psi• o- ,� .POUF /2e5/37 M -'" � �P sE1BAac , . � �- / / � z ,/ � j • ,. 1 W y /- �►�_ AYf.F �-..E S�?pgGJ£ ,i n . pz f ;.I / E"SyT Ar� N Q �,` gy4"` ` N I' / m C6 57.09 69.78 70�0205 1o' P _ING /_ -ka� •i L= Ems_ 10• PARKING SETBAp( 7 • --1 �. E 'n SETBACK -h N -- z' -� 4� C) GjA 1 502.59' I 108.24' U'/5i'OT LIGHT 8 610.12• < >> ,.� RElACATID FExcE 80. ^• -- 4'�0• 122.5 . 223.7T _ _ �..�� _ 1r.�Ili.` ) 3 � N 5648'4 W 1567 m A� USED S- I N M6-4$4i. W �� 567.29� _ Cr ` �. I • , r 14!J ��c.,'\ r PAVED SIDEWALK AREA 7 CU �`� . �p GR A SSO qq Exi51N6 !!" 79111E%lE f 'STOP" SIGN { - W ---W -- W M -.�� -_ - -- r. -T --t -r -r -r �1 -. T --a4R - -T -T --T OLD STRAWERRY\ p ® V7x 0 11CC V72C ": ; JJILL BLS_ �� I / APPROXIMATE LOCAT'ON �_, W / y� h WEST 01� A I N STREET APPROXIMATE�L� ►� J ® PK BENCHMARK p q UNDETtGR«»+olELFPHONE. La+E \ • 1 9.l 1MlJO oa,a�nr urou r N a0.M70 FEET WE S EM t 3 & 4 of 24 N IUBE 9� 1 $ ; GRA/9TE CURS \ � r, POLE #12 1/b E #Wr+ .r a� ._ a�►7�IfF-sir- aTr--ate- w -�-- oa_.Ilk f ate-as--ate-af-af-as-- of-os- ate-ate- ._ a-6F�- -•T•-- 1- �►-- -- - o� - IPOLE s//�- POLE #12 3/4 POLE i2 1 Ar "•� POLE /1r/ee/12 i/2 r , i :, POLE a/b6/12 PUL84-4.88' 4- ' 7 722.41' \v _ �7 .ram �. S 5648'45' E 1567.29' TD \--AP=0MATE LOCATION OF GAS UW CID t � o0 co C 00N � C a W •c 40 W O CIO Qi •MUNK�PAL SEWER LINE TERUINATES AT INTERSECTION OF PLEASANT PARK AVENUE AND WEST a = C _ GENERAL NOTES : MAIN STREET PER DAVE ANDERSON, TOWN OF BARNSTABLE E-MAIL DATED OCTOBER 6, 2011. I 4.) ZONING INFORMATION - CURRENT MINMIUM ZONING REQUfRf> lfS 8) TERMINUS OF MUNICIPAL SEWER LINE IS TO THE EAST OF LOCUS. MUNICIPAL SEWER IS NOT I' r 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTNNC SITE CONDITIONS AT LOCUS ZONING DISTRICT HB • SITE IS NOT WITHIN AN A.C.EC. (AREA OF CR1TI'AL ENVIRONMENTAL CONCERN). AVAILABLE AT THIS SITE MINIMUM LOT AREA = 40,000 SF c W • SITE IS NOT WITHIN AN AREA OF ESTIIIAT D W181TAT OF RARE WILDLIFE PER (AKA 860) WEST MAIN STREET (SALES BUILDING): EXISTING SEPTIC SYSTEM LOCATION SHOWN c z 2.) LOCUS AREA IS COMPRMSED OF- MINIMUM LOT FRONTAGE = 20 NHESP MAP OCTOBER 1, 2008 'ESTIMATED HABITATS OF RATE WILDLIFE' HEREON' IS APPROXIMATE AND IS BASED ON SEWAGE PERMIT No. 97-193 AND TITLE 5 OFFICIAL "' o MINIMUM LOT WIDTH = 160 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' INSPECTION FORM DATED: 11/29/02 COMPLETED BY JOHN. SEWAGE INSPECTOR. � - ASSESSORS MAP 249 PARCEL 089 FRONT YARD = 60' • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 830 WEST MAIN STREET (SERVICE CENTER): EXISTING SEPTIC SYSTEM LOCATION SHOWN HEREON �, 0. 7r_ AJ 880 WEST MAIN STREET HYANNIS, MIA 02601 SIDE YARD 30 I0. DEED BOOK 9803 PAGE 093 - PARCEL 1 C PLAN REFERENCE: PLAN BOOT( 269 PAGE 23 REAR YARD 20' IS APPROXIMATE AND is BASED ON SEWAGE PERMIT No. 85-958 AND TWO SHEET PINK SET W � a n 1 2008 CERTIFIED VERNAL POOLS. THIS PLAN NOT FOUND AT REGISTRY OF DEEDS ZONING 067RICT RB •SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2008 COMP 9- ENTITLED- SITE PLAN OF LAND IN O SURVEY CONSULTANTS (HYANNIS) MASS PREPARED FOR: THE WILLIAMS � � � s 0 COMPANY', PREPARED EN CAPE COD SURVEY CONSULTANTS DATED: JUKE 24, 1985. J J COPY OBTAINED FROM ROBERT GOODWIN - 05-03-2002 MINIMUM LOT AREA - 43,560 SF 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECS UNDER THE MINIMUM LOT FRONTAGE - 20' DIC ANGERED SPECIES ACT, REGULATIONS (321 CMR 10). 880 WEST WAIN STREET: FOISTING SEPTIC SYSTEM LOCATION SHOWN HEREON IS APPROXIMATE _ V) a ASSESSORS MAP 249 PARCEL 091 MINIMUM LOT WIDTH = 100' AM) IS BASED ON SEWAGE PERMIT No. 83-297. _ iL 832 WEST MAIN STREET, HYANNIS, MA., 02601 FRONT YARD = 20' • SITE IS WITHIN A STATE APPROVED ZONE I (MOUND WATER RECHARGE '1 ►- DEED BOOK 9803 PAGE 093 - PARCEL u SIDE AND REM? YARD = 10' PROTECTION AREA. ABOVE-REFERENCED DOCUMENTS WERE OBTAINED FROM THE BARNSTABLE BOARD OF HEALTH. `i i i a PARCEL A AT PLAN SHOOK 152 PAGE 133 TOWN WATER SERVICE SHOWN ON THIS PLAN FROM C-O-MM WATER ASSESSORS MAP 249 PARCEL 105 ZONING DISTRICT RD-1 • SITE IS WITHIN A ZONE OF CONIRIBU110N TO A SALTWATER ESTUARY DEPARTMENT SKETCH C-5382-L DATED 10 05 2011. MARGINAL NOTE FROM ! � c, Y m 830 WEST MAIN STREET, HYANNIS, MA., 02601 MINIMUM LOT AREA - 87,120 SF (BARNSTABLE B.O.H. REG. 360-45). / / CERTIFICATE OF TITLE: 111095 MINIMUM LOT FRONTAGE = 20' FAX TRANSMISSION: THIS WATER METER IS IN THE PIT. �IVE DO NOT KNOW 0 LOTS 3, 11, 12 AND 13 AT LAND COURT PLAN 25929 B MINIMUM LOT WIDTH = 125' 9.) UTILITY INFORMATIM SHOWN MIN: WHERE THE VATER SERVICE GOES AFTER THE PIT. THE WATER SERVICE AFTER ] ._� FRONT YARD - 30' • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES THE PIT IS CONSIDERED 'PRIVATE' PLUMBING." THE WATER METER PIT IS NE71R SLOE AND REAR YARD a 15' TO LOCATE ALL EXISTING UTIJTIE� AT LEAST 72 HOURS PRIOR TO THE START OF INTERSECTION OF STRAWBERRY HILL ROAD AND WEST AWN STREET AS NOTED SHEET TITLE I APPLICANT: JAY GOOOWIN CONSTRUCTION. THE LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, ON THIS PLAN.HYANNIS HONDA Existing COn��t1�AS �' an 830 WEST AWN STREET OVERLAY DISTRICTS: RP00 (AM 249 PCL 089 ONLY) AND WP CONDUITS AM LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO • REFERENNCE NATIONAL GRID DRAWING SN2745: GAS AWN LOCATED ON SOUTH SIDE y THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY Of- WEST MAIN STREET APPROXIMATELY AS SHOWN. GAS LINE CONNECTIONS TO €' HYANNIS, AAA, 02601 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND /830 AND � ARE SHOWN BASE ON TIES FROM RE'FEREIN(� PL.I1W. " 3.) PROJECT BENCHMARK: M28 PJ - USC�GS DISM( - EL = 57.243' MGVD19 TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORATED BY OTHERS. ALL DAMAGES WHICH MIGHT BE OCCASIOND BY THE CONTRACTOR'S FAILURE TO LOCATE SAND ASSESSORS RECORDS INDICATE 880 t5 HEATED BY GAS-FIRED HOT AN? BUT SITE BENCHMARK AS SHOWN ON THIS PLAN INFRASTRIXTM M10 UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN 6.) THE PROPERTY LINE INFORMATION SHOWN IS BIASED ON CURRENT AVAILABLE W RMATION, THE CONTRACTOR SHALL NOTIFY THE ENGI E R IMMEDIATELY FOR POSSIBLE REFERENCE PLAN DOES NOT INDICATE A CONNECTION. SHEET NO RECORD INFORMATION CONSISTING OF PLANS, DEEDS AND CERTIFICATES OF TITTLE. Rol. • 4 - B PLASTIC ENCASED TELEPHONE LINES LOCATED AT NORTH SIDE WEST MAIN STREET APPROXIMATELY AS SHOWN HEREON. SEE NEW 0K IAND TELEPHONE & THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE TELEGRAPH COMPANY CONDUIT RECORD PLANS 40 (REV. 5/96) & 41 (REV: 6/96) GROUND FIELD SURVEY PERFORMED BY SAXTER. NYE h HOLMGGREN, INC. BETWEEN Si1PPWED BY TELEPHONE COMPANY. OVERHEAD TELEPHONE LINES AS SHOWN HEREON. C2m0 a THE DATES OF MAY 15 AND JUNE 13. 2002 AND BAXTER NYE ENGINEERING & A SURVEYING BETWEEN THE DATES OF OCTOBER 4 AND NOVEYBER 21, 2011. -REFERENCE OCTOBER 5, 2011 E-MAIL TRANSMITTAL FROM NSTAR ELECTRIC AND DATE : 07 31 2013 ACCOMPANYING PLAN OF SAME DATE: OUR RECORDS SHOW ONE UNDERGROUND 7.) COMMUNI Y PANEL MIMBER: 250001 0005 C THREE-PHASE SERVICE TO BUILDING /830 FROM POLE 1123/1A OFF 40 0 40 80 ry STRAWBERRY HILL ROAD; ANOTHER THREE PHASE SERVICE TO BUILDING 1860 c_ 1 THE FLOOD INSURANCE RATE MAP DEFIES THIS AREA AS ZONE C, A NON-HAZARD AREA. / / SCALE IN FEET g 1 FROM POLE 1617 1. A THIRD SINGLE-PHASE SERVICE FROM POLE 285 37 FROM STRAWBERRY HILL ROAD FROM POLE 285/37A. ALL POLES HOVE LIGHTS. SCALE : 1" = 40' POLES AND WINES SHOWN HEREON WERE LOCATED BY SURVEY. DRAWN/DESIGN B Y : UM CHECKED BY MW J O B N O: 2013-401 C A D D F I L E : 2013-OWC. CONSTRIICY�ON NOTES. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE BAXTER NYE �/ V�1 STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS P LANI, do ANY LOCAL RULES & REGULATIONS APPLICABLE. G IVGII�EERIIV 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION SURVEYING `P \ `P �}`� I INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. O PRIOR TO BACKFILLING NOTIFY THE BOARD OF HEALTH '� ;.`�'i f - �\ -�\;! -� - �`1 • � 3 WHEN CONSTRUCTION IS COMPLETED, �.• TES #8 AGENT AND ENGINEER 48 HOURS IN ADVANCE FOR INSPECTION. Registered Professional Engineers EXISTING SEPTIC TANK TO BE �� and Land SurveyorsABANDONED A PUMPED DIM 4. AJ_L SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC UNLESS OTHERWISE °/ ;.. .I-; _• i AND PROPERLY DISPOSED OF OFFSITE. � -- ,� - ' �-- NOTED HEREIN. �� T B; ) ��` e 78 North Street - 3rd Floor 1 Hyannis, Massachusetts 02601 i I � 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON", FOR A HORIZONTAL DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 3,000 GALLON TWO I , TIE INTO EXISTING 4" OUTLET PIPE � , COMPARTMENT SEPTIC MATCH EXISTING INV. IN - 50.10 ' Phone 508 77i-7502 J1 TANK CONTRACTOR TO VERIFY INVERT ELEVATION CMR 15.255 TO THE TOP ELEVATION OF THE SAS. - ( ) s PRIOR TO THE START OF CONSTRUCTION �', Fox - (508) 771-7622 *44 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. www.boxter-nye.com i b-� 7. THE 'SEPTIC SYSTEM DESIGN DQES NOT INCLUDE GARBAGE GRINDER DISPOSALS. _ STAMP STAM - 8. Q&dIION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY /r i _ I S E V I C COMPANIES TO LOCATE 4LL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF 20 LF 4" PVC 27 , �•� '� CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY _ AT S-1.0% 1 �. N (, , T �, >' VERTICALLY. OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION S / _T__ AN RTI a sore D VE END OF EXTENT OF KNOWN- . , 4" SCH 4O PVC" VENT LATERAL SLOPED } 1 w ---- w -' --- �r N ____... OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE y iVIL WATER SERVICE LOCATION i BACK TO LEACHING CHAMBER TYP - 1 ( ) I - LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE _ G No.46345 - OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FORp,��Fc.,�TF` ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO FSsr -,��. ;L 25• I LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT l I * 1 1 1 1 D- ` i ' ? c > r 4 UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION/INVERTS OF ELECTRIC, GAS, TELEPHONE & F 1 '' f' i I " • - i N 1 1 1 1 PvLF 4c AT ` I 3 EXISTING D-BOX AND LEACH PITS - -� DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS CONSULTANT ,, a I i 1 1 1 -"` TO BE ABANDONED, PUMIPED DRY DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. SEE SHEET C .0 FOR S 13.751G _ REMOVED AND PROPERLY / STORMWATER� ANAGEMENT- 1 1 1 1 - "� D. 9. All CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS TOWN ORDINANCES / t f f{ ;f I nr r 4 t F I OFFSITE_ - - REGULATIONS, REQUIREMENTS, AND SPECIFICATIONS PLAN DETAIL z1 1 1 �'S PVC AT �'' a H P�.�. i ' f F- 1 1 1 S=2.75x T i S u rr * / (0)tip I � ; ��• 4�__ _-_._ 10. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE APRE-CONSTRUCTION C O N S U L T A N T 0 11 �� MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. • 1 1 1 1 a 1 I I I I I I I 1 -✓ 11. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY -__- - - I 1 i 1 41 FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. / , GRADE RISERS, FRAMES d: COVERS SHALL BE 49 LF 4• PVC I I ; ' H2O ec WATERTIGHT (FOR INSPECTION PORT) 40� AT 12. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE t 57 LF 44 VC I NEW 2" POLY PLASTIC PIPE WATER SERVICE ,��� ANY FABRICATION OR DELIVERY OF PRODUCTS R MATERIALS.ARC O M TE LS. PREPARED FOR : UGI UGE UGE �_ I P 141 r , 0 1 0 1 0 1 0 1 o AT S=17G I , 4' SCH 40 PVC VENT MANIFOLD PLAN 13� SALVAGE EXISTING PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY 7 , I I , SLOPED BACK TO LEACHING CHAMBER c SOUND AND SHOWS NO SIGN OF CRACKING. Z 1 - Mr. Jay Goodwin 5 MIN• 21 LF 4" PVC VENT n �,� 14. EXISTING PAVING EDGE SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE Hyannis Honda PROP WATER SER PIPE SLOPED BACK TO - TIED INTO NEW PAVING, OR 'WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO y ,-4- w - w Iv w - w w w - w w w LEACHING CHAMBER 6_1 ' - _ (� REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH f - _ Street -- -- - - - -- -- -- =- _ _ _ SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. - _ sAwCur ExISTINc - - __._ -�� , e alt1 PAVEMENT SEE NOTE �I14 - - Hyannis, NSA 02601 k 1°''To., 610. 12' LOCAL UPGRADE APPROVAL LEACHING AREA REOUREMBUS U BE NEW IN CONFLICT VNTHFPROPOSED DETERMINED FIELD �, i .> t_) �{�' r_\ GEITE E A SECTION 15.ION (7): ` F ' �+: I j "+ 1 U _ 20 0 20 4p GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM GARBAGE GRINDER (NOT INCLUDED) = N/A i Y RELNEWOCATE WATER SERVICE AS SHOWN AS NEEDED // COMPONENTS: AND olE-IN TO EXISTING AS EFFICIENTLY AS ' `•1 ` EXISTING PERMIT 85-958, TOTAL DESIGN FLOW = 866 GPD POSSIBLE, MAINTAINING 10 FOOT S:PARATION TO ° \� �>� �? SCALE IN FEET REQl11RE t TOP OF ALL SYSTEM COMPONENTS SHALL BE . .--__.._ - ---- - - -_ _ " 2©. _ INSTALLED NO MORE THAN 345" BELOW FINISH GRADE SEPTIC SYSTEM COMPONENTS -_��-__--___-- -.__-___-. ) , --- T T i , -T - T - T - T--��,- T - , T - T - T �. 1��- T ----- , --- T - T - , L- T -- ' CALCULATED DESIGN FLOW: ALE. . _T_=' -__--_�� _ i- --- -- --.----. -- -- PROVIDED- A 2' VARIANCE 1'� REQUESTED TO LOCATE THE TOP 14 LIFTS X 2 PERS/LIFT X 15 GPD/PERS = 420 GPD OF THE LEACHING FA ITY 5' BELOW FINISH GRADE 5.000 SF OFFICE/PARTS X •075 GPD/SF = 375 GPD TOTAL CALCULATED FLOW = 795 GPD EXISTING PERMIT GRANDFATHERED FLOW CONTROLS - ` USE 866 GPD FOR DESIGN. +r TYPICAL SYSTEM *1 PROFILE � MOT TO �(.JILE PERC RATE = <5 MiN, / INCH (CLA,-S 1) 4.0 NOTES: LTAR = 0.74 GPD/SF co C ;z 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. MIN. LEACHING AREA OF SAS, REQUIRED; 866 GPD/ 0.74 GPD/SF 1170 SF MIN. SET INLET AND OUTLET CAST RONI MANHIOLE FRAMES SET CAST IRON MANHOLE F'RA E SET MANHOLE FRAMES -8, COVERS TO 10" GRADE E COVER 0 GRADE (LOCKABLE) COVERS TO FINISH GRADE PROPOSED SYSTEM: RISERS & COVERS SHALL BE NNT�'TIGIIT RISERS & COVERS SHALL BE WATERTIGHT Rom, FRAMES R oNNERS 4• SCH 40 PVC VENT 9 ^• 500 GALLONS H2O PRECAST CONCRETE CHAMBERS co s �0 )WAIERTIGHT wTTH ANNEAL �� WITH 2.84' OF STONE ON SIDE, 1' OF STONE AT ENDS F0 GRADE ovElt [TAW = 53.0 4 ��� �� HT "'�'�0N � SIDEWALL AREA: (78.5' + 10.5')x 2 x 2' DEPTH = 356 SF �D- FIMS m GRADE OSIER D. BOX 53.50 T 2• ►IN. (� ii. 9' (min) Cover MMAIOWRNI OVER " 55.0 TO 53..50 BOTTOM AREA: (78.5 x 10.5] . - = 824.25 SF co 0 __TT EFFECTIVE LEACHING AREA - 1180.25 SF -3 MTIL 57 LF (LONGEST 36' (max) Cover 2' OF A L h ' 6OLIBLE ENSURE PROPER W C CD N �H)-4 SCH WAD PEASTONEPIPE SYSTEM CAPACITY = 1180.25 SF x 0.74 GPD/SF = 873 GPD J 0 p TIE INTO EXISTING _ 7 -- 20 LF�4• SCH 40 PVC 1A 40 F'VC o5=1.o ELEV-49.85 OR SEPTIC TANK SIZING: FIRST COMPARTMENT=866 GPD x 200x = 1732 GAL ~ g C 4" OUTLET PIPE CONCRETE BETWEEN A �D MATCH EXISTING INv. N 50.10 0' � FIRST 2' (TO FILTER FABRIC LEACHING CHAMBERS (4• SCH - MN OUTT- 49.85 CHAMBER TOP CHAMBERS 40 PVC) 4• VENT WILD F CONTRACTOR TO VERIFY INERT t - 4--6' r MT4. 2' BE �) pEy= 49-5g SECOND COMPARTMENT=8156 GPD x 100% = 866 GAL ELEVATION PRIOR TO THE START OF HOLES - N CONSTRUCTION T,�,c; nI -GA E . SUMP OUT-49.48 X PVC 11 48 (48 HR AND 24 HR = 1732 + 866 = 2598 GAL) C � 4 732 GALLONS_ 866 BAFFLE _ N v w o 0 0 1-3 o c� QOTTOM OF USE 3000 GALLON TWC1 COMPARTMENT H-20 ANK Ltd, w C C RDNF OR( D CONCRETE MIN. • GALLON sfJ11j57� ,r. --CHAMBER J!< STONE C:• UNSUITABLE SOILS. BELOW THE PEASTONE FI - 46.83 BDi. L�� DATE 1l0/21'/18 6. (2t115FED ELEV (TOP OF SAS), SHALL BE REMOVED TO 5' MIN - 1 a co -- �' STONE BASE THE 'C HORIZON' AS REQUIRED - SEE WASTED $► QARNSTABLE BAFTiE CONSTRUCTION NONE f 5 HEREON. No Groundwater Obeervrod O Elev. 41.75 SOIL EVALUATOR: BOARD OF HEALTH AGENT: I aB`T �s a TES7NG BOX OW LOADW .PSRRYDRHJ_1gKRVrc.? BORING I Roacuuo,NA 3�4 t3ALLON TWQ709 RTiI SEPTIC TANG 0f20 LOADMK31 STEW MATSON, P.E. DAVE STANTON R.S. --- - siNOREY oB-9 OR EWIAL SOL. SYST M (SAS)�CHM CKMASIfA tTYPICAU L�"'°� YVEU PRo�cT -"'=""�"°"°" S►10REY ST 3000 Two OOMMPARTMENT TANK OR EQIMAI 70 BE /ISM10 ON A LEVEL STABLE BASE TEST PIT 3 TEST PIT 4 RWLMUX,RtL LOG a.wecT N AN 87. � 4s, TO BE INSTALLED ON A LEVEL STABLE BASE 4 OUTLETS REQUIRED MIS - - z Uj z SEPTIC TAW TO BE NsvECiED a CLEANED ANNUALLY G.S.E. = 54.0 G.S.E. = 54A 3. "" .-.. �, o o BfI1110NOUS CONCRETE BIRRA\XW CONCRETE W&WA or..e. t HSA 83 v► a aay. _ 1 " 3-25 - SET MANHOLE FRAME � • m" FEBRtMRY i.ot9 ., 140 L& --- U U W Q' COVER TO FINISH GRADE136M RISERS. FRAMES & GONERS FILL ; 10YR 5/6 ; GRAVELY FILL ; 10YR 5/6 : FiNE SM10 FE> MRY, s �.aF .v n•..z,....y.. w o U SHALL BE H2O WATERTIGHT JXF - 1 r FINE SAND W W P � U1 (FOR INSPECTION PORT) DDtW 16' (ELEV 57-67) 12' (ELEV 53.0) `r --i"-�".-- 8 W "' _:r »sr s4-0" a oar - nU_FAUfnFSTAMCVM - -..--- -; S p WASHED 5101E __T,_"- --- - ------ Cr FILL ; 101R 5/6 ; GRAVELY FILL ; lOYR 5/6 ; GRAVELY 2 zr-CO-unr -.ate, »0" __.-_--------_ 2• PFw4TONE SANDY LOAM SANDY LOAM ` - - _ - S 4r-sr mrrx ..aa-a ss cost v � aT,uo� - _ U) OR FILTER FAMItRlC 21' (ELEV W_z) 28 (ELEV 53.80) ,,, i , F ,. ,. ss-v .rnr .a.sn a roar jr.,iwa:aawe..reur�mcrtnFsrsra„r¢a. � N ' F111rr LiE 11• f V DOW ® / B , 10YR 5/6 GRAVELY . ..-». ,.� .. p EFFECTIVE + - ® ® . 10YR 5 6 FiNE SAND - -- c auevF<_,wicF-,ac+a,res S _ _ DOH •. ® - *- - .: TRACE LOAM .SANDY LOAM . »r-,:r ,zxiw sx+aa. s act r" iw_arg�MTs�eo�pn ___ j 9 J } 4" SCH 40 PVC DIST. LATERAL (TYP) 2-84• 4AY �• 42' (ELEV 50 50) 446' (aEV 50.17) oeuF ,nr OF AT .ate rr, 0 1.C)� I--- 1 0• A ; 10YR 2/1 ; SANDY LOAN Ci ; 10YR 3/3 ; GRAVELY » °� -'I 10.50' MEDIUM SAND 44' (0" 50-33) 94" (ELEV 46.17) SHEET TITLE 3/4'-1.5" WASHED STi7WE 2.84 4NCETE LEAC.�iIK� GiAlll�i SYSTBII DETAL I - B ; 10YR 5/s : GRAVELY c : 10YR 7/3 : MEn sA�D _ Septic Sus em #1 10.5' � :--8.5'+�.: No SGLE SANDY LQAM • O Q 4.83 Q 9 CHAMBERS O 62" 4883) i2o ELEV 44.0 » Re air Pan and Profile C1 10YR 3/3 ; GRAVELY I 2.84' 8" H-20 S" I ---I 20" DIA -- �- 138' (REV 42.50) 9 _ SHEET NO _ NO WATER TO 14 ELEV 41.75 NO INTER TO 120 ELEV 44.0 _ 78 5' CRATE�(ELEV MW .67) »- -- - i� ® ! - , C40U m, 3" ® ® ® ® --+- CLASS I SOIL CLASS 1 SOIL _ 4" SCH 40 PVC VENT LATERAL (TYPO ' AN OF M ABSOFF" SYSTBA WITHX40 SCH 40 PVC VENT MANIFOLD (TYP) - 6QQ GALLON MEGAST HN LOADW LUGHM (V I CERTFY THAT N ALLY 2OD7, I HW PASSED THE SOL EVTYIMTOR EX4bMLITW DATE : 07/31/2013 NO SCALE ®� ® ® ® ® ® APPROVED BY THE DEPARRAW OF 04SW NFUAL PROTECTION AND THAT THE .._...:_r..r,. TR4MK,� D(PERIISE AND EXPEIiQICEABOVE ANALYSIS WAS PERFORMED � OE D N 311 ME CONSISTEIIT 0 CMR 15.0 THE �117. o ..�.� ..� .. �_...,..�........ a S C A L E : AS SHOWN DRAWNIDESIGN BY: SDM CHECKED BY . UK JOB N O: 2013-004 C A D T) FILE:: 2013-004-UT. o� CONSTAU9m NOT M 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE AXTER NYE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS ENGINEERING & \ \ PLAN, & ANY LOCAL RULES do REGULATIONS APPLICABLE. SURVEYING 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION 1 0 \\ INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. SURVEYING \ 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH Registered Professional Engineers "I 42'L x 12.83'W \ \ AGENT AND ENGINEER 48 HOURS IN ADVANCE FOR INSPECTION. 9 9 w LEACHING CHAMBER n \ and Land Surveyorsi L .' 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHEDULE 40 PVC UNLESS OTHERWISE NOTED HEREIN. 78 North Street - 3rd Floor I --� \ Hyannis, Massachusetts 02601 I � \ 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE C HORIZON", FOR A HORIZONTAL DISTANCE OF 5' SURROUNDING THE LEACHING FIELD AND REPLACE WITH CLEAN SAND PER 310 Yn� 0 \ CMR 15.255 TO THE TOP ELEVATION OF THE SAS. Phone - (508) 77i-7�02 �.. Fax - (508) 771-7622 " 'i / \ 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. www.baxter-nye.com - • ✓ \ - - p I J ? I \ 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. � � op 4" SCH 40 PVC VENT STAMP STAMP p WITH ANIMAL SCREEN "S= \ 34.2' :� -' �. I AND TWO 4' CONCRETE ° O p i� J FILLED STEEL BOLLARDS \ I 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY EXISTING SEPTIC TANK D-BOX AND LEACH \ \ ! COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF PITS TO BE ABANDONED, PUMPED DRY. ,� I ` �/ �� "' '0, \ CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BOTH HORIZONTALLY ��°F s REMOVED, AND PROPERLY DISPOSED OF C `� vI OFFSITE I O p CT P \//� \ AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION T PH N tier v ��/ \ OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE p C, ' p Z- \ LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ON N j <'f / 4 7`� �\• \ OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR c �L i `.„•l� V I \ t 46345 (2) 15 LF 4" PVC "' , o �' \ ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO AT 5=6.57G LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, AL .r �� s THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN, AT f t6 L>- 4` PVC H- 1�(T ��� �� I UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION/INVERTS OF ELECTRIC, GAS, TELEPHONE do T S$5.OX p- X -, !, , DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS CONSULTANT DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 4' SCH 40 PVC" VENT LATERAL SLOPED~� j 00 BACK TO LEACHING CHAMBER (TYP) _• " � 9. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REGULATIONS, REQUIREMENTS, AND SPECIFICATIONS. f x J V SAVIlCUT EXISTING PAVEMENT Z NOTE 4 10. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION CONSULTANT � �. -� j b O MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 11 - f ) O O �`� 4' SCH 40 PVC WENT MANIFOLD 0 n 11. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY __ \ y. SLOPED BACK TO LEACHING CHAMBER °. FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. SET MANHOLE FLAME do COVER TO FINISH GRADE RISERS, FRAMES & 12. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE COVERS SHALL BE H2O & - -�� WATERTIGHT (FOFt INSPECTION PORT).. �/"- ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. PREPARED FOR : TIE INTO EXISTING 4' OUTLET PPE; -� \, �� 0 13. SALVAGE EXISTING PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY NEW INVERT IN - 54.72. CIONTRACTOR �_-� L1 . c SOUND AND SHOWS NO SIGN OF CRACKING. Mr. JayGoodwin TO VERIFY INVERT ELEVAT"4 PRIOR TO - - I THE START OF CONSTRUCTION f OH� * ._._..1 • I � 14. EXISTING PAVING EDGE SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE I"Iy81'Inl$ Honda TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH S3O VII@St Main Street 0 _� o 1 � -\ 7 s SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. Hyannis,, MA O26Q�1 j J --- 5 FT OVERDIG SEE NOTE #5 I � \ T 1 t I C LEACK�i AREA REQUREItIdTS � 0 GARBAGE GRINDER (NOT INCLUDED) = N/A - AUTO SALES BUILDING (PER PERMIT # 97-193) 2000 GALLON TWO COMPARTMENT H-20 SEPTIC TANK j w 1 T \ k. �, AS REVIEWED WITH TOM MCKEAN ON 10-15-13, DESIGN FLOW PER TB # / C�-> \�� EXISTING BUILDING AREA: G - A EXISTING OFFICE: 2,894 SF x 75 GPD/1000 SF = 217 GPD EXISTING RETAIL: 5,441 SF x 50 GPD/1000 SF = 272 GPD j` z - I CAR PREP AREA, 2 EMPLOYEES: 2 x 15 GPD/EMPLOYEE = 30 GPD I J f TOE DESIGN FLOW: 519 GPD o 1 � W - - PERC RATE = t5 MIN, INCH (CLASS 1) ° ,, LTAR = 0.74 GPD/SF 1 a , 1 MIN. LEACHING AREA OF SAS. REQUIRED: (n 519 GPD/ 0.74 GPD/SF = 701.4 SF MIN. ,7 PROPOSED SYSTEM: 4 - 500 GALLON PRECAST CONCRETE LEACHING CHAMBERS I - \ WITH 4.0' OF STONE ALL AROUND 10 0 10 20 \ SIDEWALL AREA: (42' + 12.83') x 2 x 2' D = 219.3 SF I \\ SCALE IN FEET B017QM AREA (42' x 12.83) = 538.9 SF k __ _ 1" 10' - , SYSTEM CAPACITY = 758.2 SF x 0.74 GPD/SF = 561.0 GPD V_ TOTAL EFFECTIVE LEACHING AREA - - -0 co SEPTIC TANK SIZING: FIRST COMPARTMENT 519 GPD x 200% 1038 GAL a0 m SECOND COMPARTMENT - 519 GPD x 100% = 519 GAL W CD C4 (48 HR AND 24 HR = 1038 + 519 = 1557 GAL) 10 SET INLU& COVERS"� 'R°"" TYPICAL SYSTEM *2 PROFILE - - _ W 4 RISERS & COVERS SHALL BE H2O LOADING AND WATENTIGHT NOT TO SCALE � N FINISHED GRADE OVER TANK = 5s.72 4'� NOTE: ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. � MANHOLE FRAMES a SET MANHOLE CAST IRON FRAME W C Go C & COVER O GRADE (LOCKABLE) RISERS, FRAMES a CX VERS 4' SCH 40 WIC VENT w � _ C RISERS NI: COVERS SHALL BE WATERTIGHT SHALL BE H2O WATERTI%ff WITH ANIMAL SCREEN O C9 cc TOP OF TANK-55.97 3• WL (� INSPECTION PORT) W ' FMNfSFED G1aADE OVER D. BOX = 56.0 a TIE INTO EXISTING 6' - 16 LF-4" SCH 401 PVC *SxSAX AUXMIINII GNiIi1DE OVER 2. MK 4" OUTLET PIPE �- 4-6' MMJ. MATCH EXISTING INV. IN =54.72 y10 III --� � � a 542 9' min Cover WL LOA6 DATE IDIZ 18 CONTRACTOR TO VERIFY INVERT 1` 4-6* o OUT- 54.47 TOP OF D-BOOT-54.8D 36" �mox� Cover 2' OF -�t DIOUBLE pip �plN aierr t ENSURE W ow PRRRYDRILL..BRRVICE BORING ROCKuuo,NA o � O EL.FVATIO N PRIOR TO THE START GAS (2) 15 LF 4' SCH 40 WASHED 53.45 oR TT32 BETWEEN '� ----- , � oa coNSTTzucnoN I'VC �' BAF>tE -GAS BAFFLE ]FRM C O S-6.5% FABRIC c NAMBERs (4' SCH 4. vENT SOIL EVALUATOR: BOARD OF HEALTH AGSM: ica1 s� vvELL 1038 o�Is + 2' SHALL BE LEVEL CONCRETE LEACHING CHAMBERS 40 WIC --- z.' � z _. R>rNFORCEn coNatErE s' CRUSHED 2' ) SAND SIEVE MATT, P.E. W 519 GALLON .' DINE STANTON R.S. RRIl4V[ll$Rl. LOG .»wesr n,ut,sT. t,, ,�, ►- MPAM STONE BASE NV N=53 67 W TEST PIT 1 TEST PIT 2 PAY MANGS,"" .,... oo.... p k'tn n O. SUMP our-53M + �� NV G.S.E. = 55.0 G.S.E. = 55.75 o.eassla+ B-7 " " �� W cr o BOTTOM OF "�" °"" �" Qw _. ► �W ev 1 " 325 1375 4i 4J C1 iZ (n BAFFLE y r '. • ITCFUTABER AC STONE BITLNII 40M CONCRETE BITUAIYNOIUS CONCRETE � i W UNSUTABLE SOILS, BE" THE PEASTONE rrn r 1�13 we too to ci ELEV=50.53 r�arartrsr, a iaroQ -�K � w w 200 ON T 7f&W�flTT ' SEPTIC TANG fH••ZO LOADMI 6• CIZI/StED ELEV (TOP OF SAS), SHALL BE REMOVED TO 5' MIN i(• - 1�' A oe�r oYw! R lw.tJ1f10..•a/a/I�1o�oar SHOWY ST 20M TWO COMPARTMENT OR EQUAL STOAIE THE G 1 HORIZON' AS I'2EQUIRED - SEE � L WASHED STONE FILL ; IOW 5/6 • G MVELY NIL ;, 10'MR 5/6 • GRAVELY Q � U TO BE INSTALLED ON A LEVEL STABLE BASE _._._.. SEPTIC TANK TO 8E INSPECTED R CLEANED ANNUALLY BOX 0�120 LOAD/rKi1 CONSTRUCTION NOTE /S HEREON. No Groundwater Observed O Elev. 43.67 SANDY LOAM SANDY LOAM 1 _-_'_AB" W S � 1� 1 11-Il fM 1-IH • ORr r=.T W�•iLL.MC17TRE 4YMrt, 36' (ELEV 52.0) 24' (ElEY 53.75) IL Dow VRACE 1O 1"'CF" SHOREY DO-6 OR EQUAL v-.. xw »,..�. .� on ai r: n cr ula F (SAS) ' C- /�/G`' ` n Oert r=1r sNar+CJn*lt awNVla.nMa 70 U�ni 6►l, e7 N Y N of SOL A� 8YSTBr1 ISASI LEAC.F�10 Cfi iAIY�ER \, 1�fW a u-v I'"W ssan n n 1 I I 1 TO BE INSTALLED ON A LEVEL STABLE BASE C> U O (] + 4 OUTLETS WITH SPEED LEVELERS REQURED NTS 8 ; I 5/6 ; GRAVELY B ; IOYR 5/6 ; GRAVELY �am _ _ _%WY LOAM -SANDY LOAM � v � noa+a� o 013E ioMr.ior= aww�t.�w�ar rBM� � � z ? 60" (ELEV 50.0) 48' (ELEV 51.75) 6 as-no WW na4z-= m om ow _ NA _. v"i o vi on OBE C1 ; 10YR 3/3 ; GRAVELY C1 ; 10YR 3/3 ; GRAVELY "`g' 0 - MEDK/M SAND AEDIINI SAND z 136' (ELEV 43.67) W. (EM 'M 25) SET MANHOLE FRAME & SHEET TITLE 4" SCH 40 PVC DIST. LATERAL (TYP) 100" RISERS, FRAMES R COVERS 3 " C2 • 10YR 7/3 • HIED SAND » COVER TO FNNSH GRADE 4 0' 4 0' SHALL BE H2O WATEITIV14T '3'- t 144• ELEV 43 75 Septic Sj/S�el'1't 8 H-20 (� INSPECTION POOM SMNE ( ) - Q ,. " W MAIM TD 1 EIFY 43.6 NO INTER TO 10 EI.EV 43.75 _ Re air Plan anc� Pro file "3/4 -1.5 WASHED STONE 4.0 - 4 20 DIA�-- _� PERC O 78' (ELEV 48.5) _ 2' PFwsroNE RATE= <2 MIN/IN - - 12.83' 4_ 8.5' 4 CHAMBERS ® t � ® 0 ® T� ® OR FILTER FABRIC CIASS I SOIL CLASS I Sou. 83 0 O O e FLAW LSE 9' •• I CER'IFY THAT N A LY 2007, 1 HAVE PASSED THE SOIL EUAUMTOR D MNITION3" rffl rza EFFECTIVE » - SHEET N OAM I ® ® ® _ ' ss �■ :• •• APPWWD BY THE DEPARTUM OF ENLAfNONfiEJITAI PRIOTEC110N AND TINT THE 4.0' ' C14 t>ERIH ABOVE ANALYSIS WAS PETFTJRIED BY NE OONSISTfM N1IH THE REL7lNRED 1RANNG, w- 4.0' 4.83' 4.0' ® ® ® ® ® ® DMTISE AND EJ�NM DESOM N 310 arr 15.017. ' D A T E : 07/31/2013 a 42.0 102" 12 3' Lo SX,TNTUi1E �� �-_ DATE 4 SCH 40 PVC CONCRETE LEACHN CHAMM $YSIM ,.. VENT LATERAL. (TYP) „ -r.._ ,....,. .. `= 4" SCH 40 PVC VENT - ►D SOAK a....a. g OF ,_ SYSTM WITH MANIFOLD (TYP) w� ""- �� � SCALE : AS SHOWN a 600 GALLON PRECAST LEACf CHAOS Q�20 LOAD!!(�I SCALE DRAWN/DESIGN BY: SOM CHECKED BY : AMMA JOB N O: 2013-004 C A D D F I L E: 2013-0004-t1T. o� BAXTE R NYE I ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors ' 78 North Street - 3rd Floor , Hyannis, Massachusetts 02601 / N /F F L A H E R T Y I I i Phone - (508) 771-7502 Fax (508) 771 -7622 / - _ N F P E T R A L I A www.boxter-nye.com ' - - , TOTAL PARCEL_ AREA N /F CEN7Al 1 _ I ! f f f �. � - 1 f I .� + STAMP STAMP 147 3'3 / I / 1. , )8 4- /— A f� ES t� ST lt7 r� �, d ! i \l1(1�1�SCiJ � I'VIL 1 J � •�-o V '0 4E345S . � -O CONSULTANT S 5604.8'4-5" E 566. 33' TD CONSULTANT � 1 O� O L ------------ ---- PREPARED FOR Mr. Jay Goodwin - - J /�F �_ f f-' I % LB Hyannis Honda • r ' LB o 1B V) 830 West Main Street W0 °� � �'9 z I R , Hyannis,, MA 02601 (�— — -- — — — — LB ® } (8 ADD TWO NEW SOLID COVERS TO GRADE U / MARKED "DRAIN". SEE DETAIL C-101-B r, E, , -, . S I / T E? 10------------- a DEED E'I�; : �: ;03 PGS- 93- 9 / f LB 0 LB TB#5 s y � O O UGE PFF-D F) � E_f�E_ 'I F I , ^,JPEC0RDE1) // , �-� F P� ffm \f j rnP1' OBTAINED FROM / IF 1 l 1 TRIO VERIFY EXISTING CONDUITS r — \ IF ANY LINES ARE DIRECT I r r SET 3 NEW H2O HAND HOLES BURIED. PROVIDE A NEW 1 SECONDARY ELECTRIC MARKED ELEC_R1C" 3" PVC CONDUIT MATH S` J/ (1) COMCAST MARKED -COMCAST- OR LEAVE BLANK PULL STRING FOR EACH \ \ \\ 1 VERIZON t�ARKEO "VERIZON" OR LEAVE BLANK UTILITY. ""`- v� � GM w --- w _. \\ - / w �.. _ W --- -___ ---- e `I � �a I I w w - w w w _-. W w \ \\ — --- --- — - -- # 3 I IGo \ \ 11 s 1 1 1 1 1 p F A/C TP' 4 ca r � ° 1 %2 STD } 1 1 1 1 Jar' ; __ 1 :vATF.,- E_!r � ,�� ( 11 1 1 -/ O cD \\ \ S (_)OD FR B1� .0 FOR o - � � N \ / \ TORM1ANAG17,RENT \ ice (EYISTNG BUIL1. 1 1 1 1 1 �' O .0 O \ HSE No. 880 J g 1 . 1 1 1 ~ _ c �C EXISTING WATER w` E - 5 �� ( 'k" l r / I N 41 1 1 (m O 3 ~, /I N to 1 W OD cu '-)I- w a � AID = wnTERF-.►r�E " _E �G� g 1 1 1 1 w ,.+� �� NEW 2 POLY PLASTIC PIPE WATER SERVICE ',� T:a ',' TCP METER PIT `\ 1 ,.� �� � � � 1 1 1 1 ` , ;'� PARCEL _II .- UNREGIS ,ED a E-E_ _ E. r , J T E uc; UGE U(:E UGE �, T B # g I N 1 1 1 ' A� Z2 :La Q W w uG� o 0 0 0 o t„ 1111 „ o _- SEE SHEET C4.0 FOR SEPTIC REPAIR DETAIL = z ? F- PR WATER I I H k 4 — / I �l w W OPaSE ---- w w w — w — w w w --- -- --- -- -- --- --- Q Q L s ,, 1115 m -- w w u� II /yr- T POLE AND ` GUY TO BE T NEW WATER SERVICE - IF DETERMINED IN FIE1D �� $ N _5Fj°48' 4 � W 156 J.V�9 T D � s ` TO BE IN CONFLICT WITH PROPOSED WORK. r� �.� I ,� v, Q REMOVED •- RELOCATE WATER SERVICE AS SHOMM AS' NEEDED '� " ` �\ AND TIE-IN TO EXISTING AS EFFICIENTLY AS NEW UTILITY POLE POSSIBLE, MAINTAINING 10 FOOT SEPARATION-TO _? I J I I f!, WA E t F'.I_i�'��_ /i SEPTIC SYSTEM COMPONENTS Q \ -----------.---___._�_--------_- ---_.-__-_--_ _._- / n i i `v�i 4; m LOCATION _ _ " _. _-_`----- W ----- W -------- W ---- W _ —.. I --�+'- _--_- T -'-" ,T -. T T T __ _ --._ _..�._ _�_ _- T .._— 7 T T _- T_---_-_ T _— T T-- t T T — T T -- T T T -- T � T T T T T T UNDERGROUND CONDUIT PROVIDE Q' 1 w (1) 3" CONDUIT WITH PULL STRING FOR SECONDARY ELECTRIC g SHEET TITLE (1) 3" CONDUIT MATH PULL STRING FOR COMCAST A P P R")X i M A TE L O C A TI CN `{ \ I I 'WV E _E M A I N S T R F F_ T Utility Plan (1) 3" CONDUIT MATH PULL STRING FOR vERIZON UNDERC-PO! !ND TE_LEP►-M �F LINE - (1) 3" CONDUIT MATH PULL STRING FOR EMPTY SPARE LjJ 4 i I(•;(} 4 PROVIDE 24" SWEEPS UP TO UTILITY POLE BASE. TIGHT & I \ 1930 COUNTY LAYOUT � 80. 00 FEET WIDE �� SHEETS 2, 3 �� 4 �-) f ;>4 ? I PERPENDICULAR TO POLE EXISTING ^ CONTRACTOR TO PROVIDE ALL WORK AND COORDINATION MATH Y UTILITY COMPANIES AND HYANNIS HONDA ELECTRICIAN. OVERHEAD WARES � TO BE ELIMINATED SHEET NO NSTAR DII@RK ORDW V37 ANI�=AVOZO 1~&CT #�'i F���1 4 �44tASCV HAVE BEEN APPLIED FOR BY HYANNIS HONDA.' — .•w OH alr►—(mow--CK+w—a+w a"W- a+w--oNw--0"W a+,w—n+w— a+�' ORW- OH Iw a+w--oNw—�a+w�---n,w a+`.r----a4w---a+w oNw M+,w--- sww--- a,w---._.._ �•.w �.»+v►--'-a,w { Z ---cu'w- cx+w---o+w- oHw a�w 11+�' .. N rww a+w oN'w- off o�+W (x,w--�T--tlr�w— w- °�w w— . cn POLE #131�' POLE #12 3/4 POLE #12 1 /2/W g R I_J --- c --c�c —c —c —c —c — c —c c c —c —c -- c —c —c —c -- c ---c —c --c c ----c —c -- c —c ----c \ DATE : 07/31/2013 1 20 0 20 40 ' SCALE IN FEET SCALE : 1"= 20' DRAWN/DESIGN BY : SDU CHECKED BY MWF JOB NO: 2013- OD4 C A D D FILE 20I —O0D4—Uf. is E BAXTE R NYE 'MI) ENGINEERING & SURVEYING 5 Rey*:>tered Professional Engineers ;:e, and Land Surveyors w 78 North Street -- 3rd Floor Hyannis, Massachusetts 02601 Phone — (508) 771—7502 -- A I - �' E T T A , T�� . N ( T 0 W n,1 0 A N - Fax — (508) 771—7622 \ Q R S T A Q L E < www.boxter—nye.corn \\ � STAMP STAMP C\ \ A,SH pF Mqs POLE ! s . co z o T E GJ, 7 L + No 46345`l/ CONSULTAN \Lr I , ' \ 7 CONSULTANT 10 6Clg _� �+ PREPARED FOR : \ W ® p W k ` r y Good win Hyannis Honda W / / / / / / / 1/77771/ I ! 1�...J \ \ 330 West Main Street \ � \ Hyannis, MA 02601 15 � 1-. - .� :a 417p. - POLE ##1 1 23/1 0 co i rT r , 4 (.0 11 � U I ,w_ .. l ' < POLE #1 A \ �� 4 W oD C-4 W/GUY Wf , ; \ \ C �� CURVE RADIUS ARC LENGTH DELTA ANGLE_- ui C1 45. 27' 62. 69' 79°20' 1 `_�" h ., _ LL, 00 C2 149. 45 7 . 00 W SEE SHEET C4.1 FOR SEPTIC REPAIR WTAII ' _ — , -- --2 7° 5.�' 1 _„---------.-- oc t�9 W __ \\ C3 149. 45 36. 49 13 59 18 a 3: ao X z � I \\ \ C4 24. 7��___-- 43. 45 100°39 4 `�----------- _ N C5 28. 03 53. 80' 109'57'`�.`_�" o s Q Y 1 + I� , m _; `� _ _ _ °' 1 / \\ CG 5 7. 09' 69. 78 - 70°02'0`>' --- 2 I - z — n „ C6, K a v, c v W ac �4 Y Y U RFLO�ATf:D 1 FN F _ c1 4 -- --- - - -- - - - -- 22. 57 223. 77' o o W I W 291 17- T _. _- ___. , .___ T ___ —_.— uj i T T T T —_ i T T T -- T T—___ __. .—_._.. _-__—_ j _- ..___ r . _. UD r— O"ViMATE- l_. C;A rI�;P,! ��c) RE=NCHMARK z >r PK n� - NAIL SET TELFFIH(:)r]F iN " SHEET TITLE ,�r�1D -- - r EL = 5 S.31 ' Utility Plan E:. —_NGVD29 — R - E #12 1 /8 r..y,.'.--- 'M'----- rr+w-----'w hMM,•---- f1Np-- 6NM--E (w W- OMW---SW------ rV4%*---- �-�.w w -- (wW---- fww---- �M�--014W � Y�— OHw---0"vj-- �?/+YF-- ,,, - f,7H,F--MM f04W--- (YH IF f?�'YYt i—�TPOLE SHEET NO E�~?LE ##W;'6r�/12 1 !;� #W/66/12 Av C50 1 ~R D A T E : 07/31/2013 20 0 20 40 0 O� a SCALE IN FEET s SCALE : 1"= 20' 5 DRAWN/DESIGN BY SON CHECKED BY UK S 7U a , J O B N O : 2013-004 C A D D FIFE 2013-0)(4 UI.� 0 + SOIL TEST PIT DATA: INUK,ATE.S Y__- os L, 1 SEPTIC TANK DETAIL: DISTRIBUTION BOX DETAIL: LEACHING PIT' DETAIL: REVISIONS: PERC. GAL. TEST OROUNOWArER NOT TO SCALE NOT TO SCALE NOT TO SCALE r�c�. DATE: 1 ►�',iI ES : T ' 9 OAM b SEED TP TP L TF' ! SFP. 1,: TANK SHALL BE STEEL. >4 INLET AND OUTLET TEES TO BE CAST IRON NO. OE OUTLETS: . 7-. MAtiHULt CUVEi TP � ! REINFORCED GONGRETE. __ � PAVEMENT GRD. EL.�S�__- GRD. EL. _ GRD. EL.�'4_ .___ GRD. EL. ______ SCHED 40 PVC OR CAST-IN-PLACE CONCRF•TF TEES _ BROUGHT TO FINISH GRADE )R 2 SEPTIC TANK ?U WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER I �__-- ,���_ NOTES' GW. EL. -- -- GW. EL. GW. EL..�__- GW. EL. � �T-;_ _ -, UNLESS UNDER PAVEMENT, DRIVES OR 1. DIST BOX TO WITHSTAND H-10 LOADING i UNLESS UNDER PAVEMENT DRIVES OR 7RAVE_EO WAYS,WHEREIN H-20 LOADING i MIN G�Ek7VEG f M,rs/V SHALL APPI.Y. 1 PRECAST h is I { .� TRAVELED WAYS WHEREIN H-20 LOADING 1 l-,,45 5 C7 I[.._ c --,- �=/„[;.�. $ I I SHALL_ APPLY. '. f .__�_l. r_s_... �.Pr _._.---•�._.___._____ �4'-< 1 ' ALL PIPE CONNECTIONS ANC' CONCRETE MANHOLE ca•,�ER .3p " j � DIST ! ' -` --- ,=.__ ._ _��. - CONSTRUCTION TO BE WATERTIGHT BROUGHT TO FINiSN GRADE Box I ' 2. PROV£1E INLET TEE CAR BAFI=CE WHERE SLOPE OF � I •� � � f I + INLEPE � F�I PE u c_3 r__' - ,� I UMPEDISYSTEMeDS O.UB FT iFT. OR IN 12"MIN L---r-�---� o � r_j c-� _� ra �' NOTE 3 FIRST TWO FEET OF PIPE OUT OF DIST r� COVER �, _ x e ; LEACHING PIT TO BOX TO BE LAID LEVEL. U. _ WITHSTAND H-10 LOADING GENERAL r -. PLAN VIEW o a.kr_CAS' tf. UNLESS UNDER G L NOTES: f REtv(')VEABLE , PAVEMENT DRIVE OR 1 ___---_ __ _ - - NORMAL WATER LEVEL coVAR \ > ?J4 TG LEI12� - Q n c a � c _:t :: r ~, i TRAVELED NA1' WHEREIN 1 THIS PLAN IS FOR DESIGN AND , CONSTRUCTION OF- THE SEWAGE -f WASHED rj C EA'ChIN i PIT OF- APPLY,LOADING SHALL '-"'- `- 4J STONE DISPOSAL FACILITY ONLY. INLET TEE WAIRTiGHTLL (no onestT I PRECA9T �„ JOI TS(tYp) •1 1 SEE �� i '`' 2. ALL CONSTRUCTION METHODS AND 5EF71t 4'-0" MIN. OUTLET F - - , YANk �,_d„ IIOil+D DEPTH -� TEE NOTE x _ 1 ' _ : ` MATERIALS SHALL CONFORM TO �__.- r q� INLET � l I �- � I I r L7 n i-_� t--, .-::� �:' ,� 4.OU T LET i ,�---- o�a � .�- R+1 ,,,, °: - - a« _ MASS. D.E.Q.E. TITLE 5 AND LOCAL L _ _ _ _ _ _ -- -- _ ... __. _ , ' : _ _�. t _ '.L__-.___AJ' BOARD OF HEALTH REGULATIONS. r + OM r $UTT ON .Of% BOTTOM ON LEVEL STABLE EASE _E_VE_STABLE /O� DIA 3. ALL PIPES LOCATED UNDER PAVEMENT CROSS-SECTION BAS✓r: P, AN VIEW CROSS-SECTION VIEW ry T YAr OR TRAVELED WAY SHALL BE I L► /VJ L^-Fiji f`.4.I I C - —_ _._.._ _. __ I�1 /�1C7 �n/�iG+l G.�>~• r _ Cc>✓rc>rrt ;°Fs:• F1 r �r�.rra c3� r +7- SCHEDULE 40 OR EQUAL. DATE: DATE. DATE: DATE I14 Y ERT ELEVATIONS: � r TEST ��BY: TEST BY: TEST BY' TEST Y. 4r INVERT AT BUILDING �.A WITNESSED BY: WITNESSED BY: WITNESSED BY WITNESSED B': 4" INVERT AT SEPTIC TANK(in) .37__Co!uc_Q! __- �7 �-a rca=+1__ __� - _- - 4" INVERT AT SEPTIC TANK(out) ,k7 PERC. RATE: PERC. RATE PERC. RATE=: PERC. RATE: -- MIN./INCH MIN./INCt� MIN./INCH __ ____-.__. MIN14CH 4" INVERT AT DIST , BOX(in) � � 4' INVERT AT DIST. BOX(out) - CONSTRUCTION NOTES. 1 DATUM: A T L EACH/I'VCi FAC/L I TYr 92. [,1; ,,,� AT BOTTOM QFp1T: ,r,.4 vE"P IIGAL DATUM BENCHMARK USED /^_j 3' I f % I s o �13, oo 1 DESIGN CRITERIA. 1 - I j j DESIGN FLOW. 1 I, \ , , .. ✓ s - - "�"" '`—'` r— r� � r "i G.P.D. J \ Lfr:?C+?ectk77 i 74.Za k. 7 ♦ ' 1 /._,' .x - CAPE COD SURVEY r=, -- — --- --- -- -- —,_-.�- REQUIRED SEPTIC TANK. CONSULTANTS 7 9 G A L. _. SEPTIC TANK PROVIDED:VIDEL�: == / /�/+'� - 3261 MAIN ST. 'ROLITE 6A �iti.wr�/ ca.rlACTMO a ' 1.a�..�.✓1r.d. BARNSTABLE VILLAGE, MA 02630 SIZE OF LEACHING F""ACil_IT Y REQUIRED' (617) 362-8133 DESIGN iRr�1 P ERG RATE �_ MiI`d./INC;1-I DIVISION OF 12' ,F-`od,, BOSTON SURVEY CONSULTANTS INN ENGINEERING • SURVEYING • PLANNING TITLE: F�� I SEWAGE DISPOSAL A 0 ,�•� • 5ta. 4e"YY3= 3zM L EL SIZE OF LEACHING FACk..ITY PROVIDED SYSTEM DESIGN ON 1 •o 0 6' 'orzam _ __-- COMBINED LOTS 3, II, 12, & 13 x x�; WEST MAIN STREET BARNSTABLE , MASS. ( HYANNI S) 7:) 6,5- :0,,1/14f,- -4- PREPARED FUR: e � .� o .�•�r uFs.A94. E 7T>+E -sEwe E r ' . THE WILLIAMS COMPANY DATE JUN E 24, 1985 COMP ,'DESIGN: S. A. W. CHECK DRAWN A. D. L. FIELD FILE NO: DWG NO 956-2 J(DI3 NO 03 - 1550 -00 SNEF1 2 OF 2 aauµx ,ax�r n �:a.3oeaska.www,.u:N'aew... aw;we..o-arrc+ �.wu:a^a1.^.anEasxve;s=ara*aw+s.•aasw�•.;�..m•aaa6w•s.c,.awaw-m. :n,x.a•,...4+nwvrt'..erA.Trt..-m.w.e:.vas„wureurw rew wow wa:wzanx .•.was espurs�avu a.r w *+�vn,+r�.�^rXtl.e.•..nf. -���xzrnrann ayn c.�wo++4� rmrdY::a•s>%.•-K.y?,y� ,. r,.+edi•�w,. . REVISIONS.- NO DATE LOCUS �o v�>vE sT sr rn dI( r S � s60 N LOCUS MAP SCALE / 2083 '` ti ----- / REFERENCES' �G c• 57, r. _ � STr `S'ro�,sgo �SE'o . 1 B�<� O , FVG ` g� RQ E' \ o PAS s3 10 T q1�_ s 21 0041c CAPE COD SURVEY Svc O CONSULTANTS �\ S6, / h'T �94SF 0 3261 MAIN ST. ROUTE 6A co gB ' � O BARNSTABLE VILLAGE. MA 02630 F ,,\ ( 1 .3 DIVISION OF c�0 \ Aqy BOSTON SURVEY CONSULTANTS INC F ENGINEERING • SURVEYING • PLANNING TITLE: -1 SITE PLAN OF LAND ST I N 6 Fes- o F /4 ����o��� BAR NSTABLE , MASS . OD p q'cUS T CU l/ ss tic ( HYANNIS ) ,\ { �qS =, PREPARED FOR THE WILL AMS COMPANY S ��Ftir c T [JUL 8 19811 SCALE. I = 2 0 9 METERS 0 5 10 20 \� FEET v _ 10 20 — 40 6,5 DATE. J UN E 24, 1985 COMP./DESIGN:—P R R. CHECK: DRAWN A.D L. s 2 S a3 FIELD: J. V B. _-_--- R 67 FILE LE NO: DWG. NO: 95 6- I JOB NO: 03- 15 50-0 0 � \ SHEET: I OF. 2 ayiige•:ark,,,,, .wadrAxY,uWW . j REVISIONS: GENERAL NOTES~ ��� S NO. DATE 1. THIS PLAN IS FOR DESIGN AND Q� CONSTRUCTION OF THE SEWAISE DISPOSAL FACLrTY ONLY. LOCUS - o\�\ 2. ALL CONSTRUCTION METHODS AND �.D Pam` \ MATERIALS SHALL CONFORM TO ti MASS. D.E.Q.E_ TITLE 5 AND LOCAL BOARD CF HEALTH REt .ATX>M �'NE �- S, 3. ALL PPES LOCATED UNDER PAVEMENT s6'o OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL s, LOCUS MAP 4. PROPERTY LINES SHOWN WERE COMPILED SCALE l "- 2083 '± �02 FROM PLANS OF RECORD AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE -- GROUND. f 5 . FOR SEPTIC DESIGN SEE SHEET 2 OF 2 . -- REFERENCES: ti t ,1,1! ? h. 41 w 9 •_ N _ rt,-�""" , '" '" -. } I ,'� .� • ems'' ; ` `"•.,, ,�, �,... ✓" • >.,, - - ' - >6' / �,T� G' sTOC •....,..-'"'"-••' .y�� "X �,� °�,* �� 'o'S' ,QOSF,�`' �9�0� .. M1,� ,, �,^M..w ,� 40 U f . . C. l STEik:N" ^ yK c I ., ®U��'�'J �,' r ?�G'r w .. ,�� Qv � . . • • • •_•• 1 �+ w�s�' A 9 144ct`C�) o y, -. ::: �4 --•.gip, ..._,t,� _. __ _ -_ i q a .. - , z ! \!! • r - CAPE COD SURVEY `�.. `�. ., O CONSULTANTS 60 �qs / � `�! �� �" ' ;r' � 3261 MAIN ST, ROUTE 6A o,- r p BARNSTABLE VILLAGE, MA 02630 � � � Ors ;.._ f ,�► _.,! �` ..,` � ,� �� � DIVISION OF ! _ BOSTON SURVEY CONSULTANTS INC ENGINEERING • SURVEYING • PLANNING -el `»- i' 1 TITLE: SITE PLAN OF LAND �qE sOV r IN y t4,F F o C! , _ ��._ � /� BAR NSTABLE , MASS . gsS,U ^!^ Nc � � _ � ( H YA N N I S '�F�> !� icy , 33 C' PREPARED FOR : A/G41 -�� �� THE 'WILLIAMS COMPANY ALL UNDERGROUND UTILITIES SHOWN WERE COUP/LED ACCG'RD1Na TO AYAILA Ft.E FECORD PLANS FROM THE VARIOUS UTILITY COMPANIE5 AND PUSLIC , SCALE- I 2 0 AND ARE AFFRLWIMATE ONLY. ACTUAL LOCATIONS MUST LSE DETERMINED /4, THE `56 0 METERS 0 s 10 20 T3 T FEET 0 10 20 40 65 b°. SEFORE EXCAVATING, BLASTING, INSTALLING, BACKF/LLING, GRADING, PAVEMENT RES''"'ORATION OR REPAIRING ALL UTILITY COMPANIES, PUPLIC AI',1D PP/VATS DATE: JUNE 24, 1985 .MUST SE CONTACTED, INCLUDING THOSE /N CONTROL OF V T/L 11755 NOT SH,,WN - COMP./DESIGN: P R R. / ,.5-A G.v CN THIS PLAN SEE CHAPTER 370, ACTS OF 1963, MASS. WE ASSUME NO � �- � � ��, RESPONSAB/CITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES = CHECK: 04f/T7E0 OR INACCURATELY SHOWN. - ' - Ex�s 7'1.Ale', Ct��/ 7-®uR, �� DRAWN: A.D L. M ' ' S C ' ` 'BEFGRE PLANNING FUTURE CONNECTIONS, THE APPROPRIATE UT/LlTY CJM AVY 03 FIELD: J. V B. c`. � , T STAN[ ,qh'1� vv �'2�rr/ ', BASF R FILE NO. L'NG/NE�'R/NG' tJ�'PT. MIDST BE CDNSUL TED. /` ��! - 2� � , THE CONTRACTOR MUST NOTIFY UTILITY COMPANIES 72 HOURS /N ADVA;ICE � 506 OF CONSTRUCTION. THIS AfAYBE DONE BY CONTACTING THE DIG- SAFE CEN,ZR L' DWG. NO: 95 6- 1 JOB NO: 03- 15 50-0 0 (/- 800-322-4844) SHEET: I OF: 2 , Awl REVISIONS: - GENERAL NO"M& NO. DATE 1. THIS PLAN IS FOR DESIGN AND QN`L CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. LOCUS 0 �� sr 2. ALL CONSTRUCTION METHOD$ AND P per\ MATERIALS SHALL CONFORM TO �' ti MASS. D_E.Q.E. TITLE 5 AMD LOCAL BOARD CF HEALTH RE(AA-ATIONS` 'TIE --- / Jr S 3, ALL PIPES LOCATED UNDER PAYL`MENT S6o OR TRAVELED WAY SHALL BE SCHEDULE 40 OR E(YJAL. 0 s'' LOCUS MAP 0� 4. PROPERTY LINES SHOWN WERE COMPILED SCALE i "- 2of3 '` . FROM PLANS OF RECORD AND DOES NOT _ Ik , REPRESENT AN AC�T'UAL SURVEY ON THE GROUND. 5 . FOR SEPTIC DESIGN SEE SHEET 2 OF 2 . - - --- - ----- ''`' --Z / ,/- '�.� REFERENCES. ' r �•?, �'`�• :`''T /!. f `•"'\.�.. _mot..,. y, , ci 15 / 30 ' fr,, ✓ ,i el • �� '� ;•... J w-_.r. •*� 4 ../ r., i h /,`�`�„Cy"F• `�O,{,�SC•(� µ ___�` �`"t' *~�ia,1-�5��'��� � `'ri,.,`4 ` \ „ \ /*~-'---t-r'rt ,�,'."'''...ilc� w i _. .. ,/ p :�''' ., T`Y, ^ , `` " c, �„ C,, v..,, '"'"ti.,,., A _.._..............—_.-.- ~"'.`...,` _..._."`,,.,,.,` "`~......, •.".h S6 t � c 'sC.- '��' '•', t�F C +fit ' l f�r �' �' �1'.�. '•, -'XL is c�• _ '`-... ' '" -. - j � i�9�. y ^,. � � ALLYN �I w .. , ly (� CF � / �i} 2 ... J � r �''.•..t, _'`*. '�#..jtw'at•-:` "F•,>;,,,• 7x �t; �4{M 11� . •'�;`. .•.'1 y r !g4`/.4�'/,:4 4r � / ,t �' .yam o � •"`„ t 'h1 / !"'p. • tt " f Z. t \ { ': � r o�c CAPE COD SURVEY �r CONSULTANTS �s, 32 1 6 MAIN ST. ROUTE 6A BARNSTABLE VILLAGE. MA 02630 1 DIVISION OF 3 BOSTON SURVEY CONSULTANTS INC ENGINEERING • SUPVEYING • PLANNING TITLE. SITE PLAN OF LAND \ ! `�/`F ,,v 1 N r s �Cy� p l l 41, , /� �,�'� s ��° F BARNSTABLE SS . �i O pp' q.OUST C �` ( HYANNIS ) R1,,y S N 'Q F n1 PREPARED FOR THE WILLIAMS COMPANY unary Aforr ALL UNDERGROUAID UT/LIT/ES SHOWN ►4�'RE COMPILED ACCORD/NJ TO AVAILABLE RECORD PLANS FROM THE VARIOUS UTILITY COMPANIE„ AND PUBLIC AGENC145 AND ARE APPRLWIMATE ONLY. ACTUAL LOCATIONS MUST BE DETF_RMINED /N Tric S6, SCALE: I"= 20 ' \_-. 9 a \� UT , METERS 0 S 10 20 FIELD_ 3 BEFORE EXCAI=1111G, BLASTING, INSTALLING, BACKFILL/NG, GRADING, PAVEMENT '\ ~\ FEET 0 10 + 20 40 6,5 RE.STQRATTON OR REPAIRING ALL UTILITY COMPANIES, PUBLIC AND PRIVATE MUST BE CONTACTED, INCLUDING THOSE IN CONTROL OF U T/L I TIES NOT SHOW?',. DATE: J U N E 24, 1985 ON THIS PLAN. SEE CHAPTER 370, ACTS OF /9E3, MASS WE ASSUME NO COMP./DESIGN: P R. R. � �H u,� RESPONSAB/L/TY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES CHECK: , + ,�=x�� Tiit/c�, C f7/v rQuR_5 DRAWN: A.D L OMITTED OR I44CCURATEL Y SHOWN. BEFORE PLANNhW FUTURE CONNECTIONS, THE APPROPRIATE UTIL/T Y COM'PA,",<+' `�"' �'14�f'� 5�"� G'oN �'��.'h'S _ _,��_ ' 28 03 FIELD: J. V B. ' /6,/V ENGINEERING tJEPT, MUST BE CONSULTED. - -- THE CONTRACTW MUST NOTIFY UTILITY COMPANIES 72 HOURS IN ADVANC4' �\`\ = 5O 61 FILE NO: OF CONSTRUC770N, THIS MAYBE DONE BY CONTACTING THE DIG— SAFE CENTER �= DWG. NO: 95 6- 1 .10B NO: 03- 15 50-0 0 (/- 800-322-4844) SHEET: I OF. 2 REVISIONS: NO. DATE L DC JS \�� 1 P OAJ Jr 3'r s, 1 -pi NE N S 60 N v LOCUS MAP 0 F '' SCALE / 2083 ' - i REFERENCES: r" 93 " S' n_ A ..,.._ 9,z . .., . -* �j 'c`•+,yY ram, � , ,,;�;��`-s, 1� `f�.., .. ` --� q T C G PROGRESS PRIN 9 = NOT FOR CONSTRUCTION OGE., O 9 nn♦CS 1 _ p 0 iY co/kc, CAPE COD SURVEY �F CONSULTANTS 3261 MAIN ST. ROUTE 6A O BARNSTABLE VILLAGE, MA 02630 S (617) 362-8133 DIVISION OF qL.F� BOSTON SURVEY CONSULTANTS INC. ENGINEERING • SURVEYING • PLANNING tit TITLE: A��F�Fti T c SITE PLAN OF LAND y t , S/ 4`s IN BAR NSTABLE , MASS . co ( HYANNIS ) `\\ �sT'QT' y� ✓ "1' �� \��' �RESS PRINT hi� � AGl, PREPARED FOR : P THE WILLIAMS S COMPANY NOT FOR NSTR � os,, � 39 Q S SCALE: I��= 20 J`6OT3, METERS 0 5 10 20 FEET 0 10 20 40 65 DATE: JUNE 24, 1985 COMP./DESIGN: P R R. / .SA u/ CHECK: DRAWN: A.D. L. 03 FIELD: J. V B. 7 t FILE NO: 6 \ L= 5 DWG. NO: 95 6- 1 JOB NO: 03- 15 50-0 0 `�\ SHEET: I OF: 2 i .4 S. S" � 2ocao ' 1 7c)' ' `l1 '`. ..... � J ;../ fl d.., QA /A. f�G�r c� � ,► 'a. �I .;�'�t'i�7'/f`./� �+G'.`..�`."�'.::a !c"_: 'r��.G '.�,:' !ff• + ti .. � ORS/Nt/.(fj�` q 9 r I -.�► I - L - F 4 ! fps , '�'� •�'�' ._. -.w_, ._._....._—._...-..—._..,m,_,._....,�..�......._____...._ ,., _ ,�r-t I d.,^ . rig� ��y�%.C���.+''+a�[..���_ '►'- _ _ _ � .� ._.I.�,. ._...._. �17 •� - - - —• .m.m. •/ ...fir.i rA ry .41 47 ,� .« . i� L. G rl+SSE,. _• _ • _. I •. '�'� � _ _, °` _ ,__ . . --- --- _ - _ ---AV- Ins z .� a.► y tN fFFr4Qo@t5 1 fy1 t I� t d DE1, IC~r jIE'1 5 4- B U I L 2 5 N. C. 71 G IJ Tyr; Sr.17 ►i`R".�►N1+i !S � fr.A'�5 ` - - ! l'-0"x5'-0"x5'-0" OF. CON(;. TANK RnT CF TANK ELEVATION 1ALL BE DETERMINED BY FIELD CONDITIONS. - PROVIDE 30" DIA. COV17P. LLB 30 O FRAME t COVER OM__..: .ONl N 1.1SI Q 0 RECYCLE EQUIPM_ ENT 0 U CV In fYaF ENVIRONMENTAL. SYSTEMS INC - MODEL CW2 WASTE I CATER RECYCLING O (c) SYSTEM WHICH (N!;;1lUDES ITEMS 1 43 CLCD Q 1. SERIES II SKID. 4'x4'xl' O -� 00 2"' DIA. CONDTFRLECTRICAL WIRES 2. BAD FILTER 30N30"x36"H. --BY CONSERV CsaOUPIINC• t[S / 3,STORAGE TANK SKID 4'x4'xl' (� O CD " 4. NOT USED � O O 4 DIA VENT FROMi TANKt CONNECT ' I Lo TO EXIST{NCs VENT LINE. EXACT / BUILDING MODIFICATIONS LOCATION TO BE FIELD DETERMINED (i�/ T co 4" DIA, CONDUIT F R t " DIA: P.V.C. SUMP + 5A. TWO NEW 4" ROUND CONDUITS FOR ELECTRICAL WIRE Alyp�".RQ9IND EL SUPPLY PIPE PUMP RETURN LINE TO G.C.S. I I 5B. EXISTING 4" ROUND VENT PIPE FOR CONCRETE $I MP TANK r„ 5C. EXISTING 4" ROUND DRAIN PIPE TO CONCRETE SUMP TANK (v 4" DIA EQUIPMENT DRAIN TO CONIC (V. TANKt SEAL CON UIT TO DRAIN WITHIN 6. NEW PRE CAST CONC TE JANK S'Lx5kWx6'H w/ ONE MANHOLE FRAME < COVER LEBARON TYPE LL530 OR EQUAL - --- - �� BUILDING �� �� I I t IP III f'� �t^TODCOANDRAINK R FPLOOR DRAIN H)SUBMERSIBLE SUMP PUMP WITH PIPING AND ELECTRIC ASSEMBLY (A THRU ( \ EXISTING GAS PU 4 VENT AS i REQ D I ],A,Y3 HP HE VY DUTY SUBMERSIBLE ELECTRIC SUMP Ply' CAPABLE — .. SOLIDS (MINIi"tUM) w/ 3 PRONG PLUG ELECTRIC CORD. 30' LONG, CxRUNDFOS. m_ �t MEYERS.OR EQUAL,SPECIFIC ,PUMP MODEL SHO EN ON THE —-— = - B9EQUASIS OF ACTUAL FIELD CONDITIONS HARDWIRE CONNECTION MAY BE • - IRED BY ELECTRICAL INSPECTOR AND PROVIDE SL_A,.K WIRE FOR F, 12 (89 11 , ._ REMOVAL. MECHANICAL.-FLOAT SWITCH w/ 3 PRONG PLUG AND 30' LONG ELECTRIC C "x8"xi6" SOLID CONCRETE BLOCKS H 22 I JY" PyC BALL VALVE,4 H � c ittil U i M l-1Y PVC CHECK VALVE FLAPPER TYPE - I� jN i 1F. LPRESSUR_E GAUGE (0-30 PSI) *0 c ]a_LA' PvG UNION w II N !E, I- � PVC SCHEDULE 40 PIPE PRESSURE LINE FROM SUMP PUMP TO CCS a ' I FLEX PVC MAY BE REQUIRED IN CONDUIT �{ 13 I I �� 8. POTABLE WATER SUPPLY TO FRESH WATER MAKE-UP CONNECTION (�I 7 Iv_-- -- _- - - I1 BACK FLOW PREVENTER AND SHUT OFF 1,� APPROVED BY LOCAL 'PLUMBING INSPECTOR AND WATER COMPANY J `I ELECTRIC JUNCTION BOX w/ DISCONNECT FOR 6KID 1 220V. 50 AMP, 60HZ7_7 - ---_ - I / PH 45E ~I � 0 0 10. ONE (1) DUPLEX ELECTRIC OUTLET 115Y 20AMP GFI I EXISTING 8„ I I FLOOR ! ii ALARM PANEL - 110y 15AMP SIMILAR TO ACT 1516 BY ADVANCED CONTROL DRAIN TECHNOLOGY BLOOMINGTON MN TO BE INTERCONNECTED ut/ FLOAT SEN'e0 w a (52) a. l F>A RT I A L FLAN L�'-'N I IIA. (Si) t (AI-3) LIQUID LEVEL FLOAT SWITCHES ARE 110V 51P('11LAR TO ACT C7 It I 2000 SERIES AS MANUFACTURED BY ADyANGED CONTROLS TECHNOLOGY, OR ^ QUA 00 7 12, POTABLE WATER LINE HOSE BIBS FOR SERVICING EQUIPMENT Y1 N - OTA 4 RECYCLED AT TO WASH AREA AND TIED TO SERIESII SKID E- t; w • r�ww : I REVISIONS 1. 41011 2-0" EXISTING 8" CMU WALL EXISTING 4" DIA. VENT SEAL DRAIN TO RETURN LINE 4" DIA PIPE FOR 1 1/2" PVC SUPPLY LINE FROM SUMP PUMP.TO GW2 SKID GONG. SLAB _ �-— -_— ---, ELEv 100.00 DWG. LNFO. — GONG. FOUNDATION COVER BATE 1�/30/02: .. 'IG STORAGE TANK OVER-LOW SCALE AS NOTED \ ALARM lH DRAWN DA jig 55 Cf1KD 4" DIA. DRAIN '1F ------ 6 �APPRVD 3/4" PVC STANDPIPE 5C c-Ie IE t � 'lA SHEET TITLE: WASHWATER i 5ECT I ON RECYCLE SYSTEM ' SHEET & JOB #: M-1 i95 _0 NOTE: COVER RAISED ,/ \�� 2 C� G DIAMOND DESIGN BLIND PICK ` 0 3m•MM4IOl E i HOLES (2) J� CV Lo DETAIL"O i� H-20 LOAD RATED % . .'. .. . .'.'.�.� REQUi}2ED O CU ELEVATION 10m00 / . . . . / \\ `I 'S , 0- Q c coco O , IOD j O i 0 4 ' E1 W 20 AMP DUPLEX . EL ELEC.OUTLET GPI Q i I w/WATER PROCf l V J ` ELEC.CONDUIT FOR SUMP PUMP j . . . .UNION -- --.. N ELEC,CONDUIT . . . . . . . . . . I ( GORED CO TI-I EVER I I ' i REQUIRED HOLES (4) EARTH EVERY ' �• I I I I Q ! �6L �. I I � I GAuc,E I ' I f ELEVATION _^ t 9636' 30025 NOTE: DRILL 4 29. 50 Y6" RUBBER TAP FOR V DIA. GASKET W 4•EdJIPMENT STAINLESS 13563 W DRAM STEEL BOLTS ELEVATION ` (4) REQUIRED I n T EXI6TNG 4 G.I.VENT in C V RELOCATED EEYOND I cc1 ... ri 1 EXIST 4•C.I PLOOR EWAN �•F'VG E w ,., to STANDPIPE V W0001 O _ GAL. L6NK ' U TA B l4 j p / 0.815 TYFD. I O ►`-� 4 E� 48•DIA x 46•HIGH — --- ----- ---- ----- - ---- T� POLYPROPYLENC Wmp 8 V1 pw w TANK W WITCH ON (� 22b25 " C'• Q _ 25.500 � ~j► CWCK 30:150 O 0 surlP VALVE F1J1P 04 � t. SIUTCa 1 OFF 4'DIA.DI VALVE 40�50 ITI Q SET EELOWJ w CHECK ram-. c. I (H)— VALVE x HP SLIBMER6125LE 30 "x a T T F E 1 B I I MANHOLE \' ELEa SUMP PUMP" ------ --WITH NYLON ROPE - f FOR 6ERVICE(H)_ % 2 RING COVER BOLTED W/ G,4 5<E T r� SEE DETAIL 341-2 NTERSTIT AL t1ONITOR NG ALA W1 REVISIONS \. J j360" COMPACTED • GRAVEL n , PVC SCHE ID. - m'DrD 96 I, 4 :. PIPE PRESSURE UNION FOR DISASSEMBLY ,\_ NE FROM SUM C _ „ LI TO CC$ (RIGID t OR FLEXIBLE) ------- -- SUMP PIT OVERFLOW ALARM r,-,\SECT(ON SCALE, 1' • 1'-0' WATERTIGHT - MOISTURE ' RESISTANT 30LB PRESSURE GAUGE ADJUSTED TO f 10 PSI W/ 116" DIA. BALL VALVE BELOW IV' PVC SCHED. 40 CHECK VALVE —SET FLOAT SWITCH FLAPPER TYPE (MECHANICAL) AS PER ON 4 ---- OFF LEVELS OF HOLDING 1�" DIA. PVC - `----- TANK/PUMP CHAMBER DWG.�i��1I G. INFO. SCHED. 40 BALL VALVE FOR \ DAT`', 12/10/03 ADJUSTING PRESSURE IN _ SCALfi', AS NOTED DELIVERY PIPE ELECTRICAL WIRES FROM PUMP 4 FLOAT SWITCH WIRED TO DRAWN DA MOISTURE RESISTANT _ INTERSTITIAL MOISTURE ELEC. BOX 0 TOP MONITORING FLOAT OF TANK OR AT EQUIP. RM. Ci I M) SWITCH WIRED TO CWALL. LEAVE SLACK IN WIRES Fc ALARM PANEL FOR REMOVAL OF PUMP AND APPRVD LIGHT 53 (SEE PIPING TANK FOR LOCATION) 2 ------- SUBMERSIBLE � PUMP - E� � PIPING FROM PUMP SOLID 4x8xl�o CMU TO UNION RIGID 1 �" BLOCKS (2) PVC SHED, 40 (TYP.) BOT. OF TANK SHEET TITLE: 325U1If= fi U1IF DETAIL WASuWATER SCALE: 11/2"■i'-0" RECYCIJE SYSTEM SHEET & JOB #: M-2 19151