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HomeMy WebLinkAbout0020 SUOMI ROAD UNIT #A - Health A•. �S 10 Hyannis A=269 - 1'O1 i o 14 ocYUfOI UPC 17734 No.2153CR bsr co HASTINo6,ram i �� / �`. �' ��` t y��' o � �� �' _� ��� + �a 1 -� I '�t f: a >m - V ��1 I� Ivk�� / IVVVJ/blT r 71 J' o 71 h n Complete items 1,2,and 3.Also complete � A. (� c - item 4 if Restricted Delivery is desired. Received by(P/ease Pnnt Clearly) ` B. Date of Delivery 13 Print your name and address on the reverse SO that we can return the card to you. C. Signature n Attach this card to the back of the mailpiece, i or on the front if space permits. X Agent 1. Article Add r O Addressee sled to: D. Is delivery address different from it 1? ❑Yes If YES,enter delivery address below: ❑ No � / ! /� ! � G✓f W I f�i�if\ 3. Servi Type V �L L7 Certified Mail ❑ Express Mail u ❑ Registered ❑Return Receipt for Merchandise ���� ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 2. Article Number ❑Yes (Transfer from service label) 7002 0860 0004 6024 4274 P m 3811, March 2001 N y� Domestic Return Receipt / �� " 102595-01-M-1424 - . .z A. Received by(Please Print Clearly) D e o D 'very a Complete items-1,2,and 3.Also complete item 4 if Restricted Delivery is desired. o Print your name and address on the reverse ignatur ❑Agent so that we can return the card to you. ❑Addressee o Attach this card to the back of the mailpiece, D s elivery address different from item l? ❑Yes or on the front if space permits. address below: ❑ No 1. Article Addressed to: If S,enter delivery 3. Sery Type Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise I r I]Insured Mail 0 C.O.D. �� 0a60/ ❑Yes 4. Restricted Delivery?(Extra Fee) z. Article Number 7002 0860 0004 6024 4281 (Transfer from service label) 102 59 5-01-M-1424 hyl esti turn Receipt/� pg rm 3811,March 2001 \� / I T�d'� — YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you 161ust do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary.signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required by law. DATE: . Fill in please: " APPLICANT'S YOUR NAME/S: �f _ BUSINESS YOUR HOME ADDRESS' « �aO . n. : �•�-?��'?x�E't�s�,• 6 � - ;f TELEPHONE # Home Telephone Number ") �W3.11 Esvr'_ ark d E—MAIL: Okn. l,I 6Z 2l(- O NAME OF CORPORATION: 'TbnNSON L ND$LAG1VG- LLC NAME OF-NEW BUSINESS h TYPE OF BUSINESS L ,1,1C�T IS THIS A HOME OCCUPATION? . YES . NO a �� I (�� Assessing) ADDRESS OF BUSINESS. . MAP/PARCEL NUMBER ( g) 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' OFFICE. MIDST COMPLY WITH HOME OCCUPATION This individual has been ' for of any r uiremerits that pertain s type of business. RULES AND f� CU1,A1'IbN FAILURE TO COMPLY MAY AE$ULT I(\I Flf l`@: Aut orized Sign ure * �, 1_4� COMMEN 2. BOARD OF HEALTH This individual has been informed of th�m' it e that pertain to this type of business. MUST COMPLY WITH ALL NAZARDOUS'AA T rRiALS REGULATIONS Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: . TOWN OF BARNSTABLE Dater k `7 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: ' BUSINESS LOCATION: Z.Oec, ; 62 iq .g 0-:�,601 INVENTORY MAILING ADDRESS: 24t &e4 Ag 6l TOTAL AMOUNT: TELEPHONE NUMBER: CONTACT PERSON: Chrjs I�ir1 soy► EMERGENCY CONTACT TELEPHONE NUMBER:. 7`)`` 3172 66 28 MSDS ON SITE? TYPE OF BUSINESS: e-,,,e C�D� INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No i NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants .Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas . Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic-soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels _T . (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 A10 17 �� Laundry soil &stain removers 1�! (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers A Al Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Onature Staff's Initials let.(508)362-4541 939 main street rt 6a ! yarmouth port fax(508)362-9880 mass 02675 dCk�d cape engineering civil engineers& land surveyors structural design Arne H.Ojala RE., P.L.S. Daniel A.Ojala, P.L:S'. land court Timothy H.Covell, P.L.S' surveys January 28, 2003 Ted Hyora site planning c/o Bortolotti Construction Box 704 Marstons Mills, MA 02648 sewage system designs Dear Mr. Hyora: -- inspections public hearing gas:nschedulederscheduled for the Barnstable xsoara o= Health to take action on a request for variances from 310 CMR 15.405 (Maximum Feasible Compliance) for the proposed upgraded septic system permits at 18-20 Suomi Road, Hyannis. The variances requested are as follows: Title 5, Maximum Feasible Compliance, 15.405 (la) : reduction in setback, leach facility to lot line (10' to 31 ) ; septic tank to lot line (10' to 51 ) , septic tank to foundation (10' to 61 ) . 1b: Reduction in setback, leaching facility to foundation (20' to 15' ) I Said hearing will be held in the School Administration Building Basement Conference Room off South Street Hyannis March 18 2003, at 7:00 pm. Please check with the Health Department to confirm date3 and time. Sincerely, I , Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health , barnboh . 4 FORM 9A - Application for Local Upgrade Approval Commonwealth of Massachusetts `fn-r l r-J c ,Massachusetts (City/Town) Application for LOCAL UPGRADE APPROVAL Title 5, 310 CMR 15.000 DEP Approved Form Required by 310 CMR 15.403(1) Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd,where full compliance,as defined in 310 CMR 15.404(1),is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405,or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.417. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of a septic system constructed in accordance with either the 1978 Code or 310 CMR 15.000. Facility Address: I D- ZO �tA o m r rc City/Town: A•1� c S Facility/System owner: TEo �A Yo ILA Address: Zo Sc.�o r,." 04- City/Town: r r s State: e� Zip: O 2&0 Telephone• Type of Facility(check all that apply): XResidential . ❑ Institutional ❑ Commercial a School Describe facility dwP 1 c-.0 5 F32 -1711.-. Type of existing system: ❑Privy Cesspool(s) ❑Conventional System ❑ Other(describe) Type of soil absorption system(trenches,chambers,leach field, pits,etc) Design Flow per 310 CMR 15.203: Design flow of existing system LA k- • gpd Design flow of proposed upgraded system 5G 1 gpd Design flow of•facility '5"50 gpd Proposed upgrade of system is: ®Voluntary ❑Required by order, letter,etc.(attach copy) ❑Required following inspection pursuant to 310 CMR 15.301 Provide date of inspection FORM 9A Application for Local Upgrade Approval Department of Environmental Protection DEP Approved Form-3/20/02 Page 1 of 3 i . :+ D w E oi..+ 1 �n Describe the proposed upgrade to the system z u.�ntc= T P.1 r to L O F �f'� Sb�o G A-� GN�4�*•+ew,.^r � .tiA� e:}� STa••�L� J , Local Upgrade Approval is requested for: ® Reduction in setback(s) (Describe reductions) t ST -� �+..1e8 c a' �i'u Sas -tom V"- o0 -' -ry t✓r.hry to`TV 6') ❑ Percolation rate for 30 to 60 min/inch Percolation rate min/inch ❑ Reduction in SAS area of up to 25% (SAS size and%reduction) SAS sq ft Reduction ❑ Reduction in separation between the SAS and high groundwater Separation reduction ft Percolation rate min/inch Depth to groundwater ft ❑ Relocation of water supply well(Explain) ❑ Other requirements of 310 CINAR 15.000 that cannot be met Describe and specify sections of the Code I If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the Z 15.405(1)(i)(1).The soil evaluator must be a member high groundwater elevation pursuant to 3I0 C or ailent of the local approving authoritv. High groundwater elevation determined by: t4/A Si (Print or type evaluator's Name) (Signature of evaluator) (Evaluation Date) Explain why full compliance, as defined in 310 CNI M 15.404(1),is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: acre-V49 E _ 5 tT� 4�r► tt lL.. �.-�z� Z �w�wt�.cc. o..c a s Ift- 4-1 vo T 2. An alternative system approved pursuant to 310 CvIR 15.283 to 15.288 is not feasible: t�P.e?PaS�cY> T is"r knft SA.S > >4' LlDEP Approved Form—3R0/02 Department of Environmental Protection page 2 of 3 FORM 9B - Local Upgrade Approval Commonwealth of Massachusetts 44,p,.r ti.;, S ,Massachusetts (City own) LOCAL UPGRADE APPROVAL Issued Pursuant to 310 C R 15.404 and 15.405 Facility/System owner: Address: v2u S��/"� ' (� City/Town: State: Zip: Facility Address: 19- 5"00 = �'�• City/Town: - Type of Facility: ®Residential ❑ Institutional ❑ Commercial ❑ School Design flow per 310 CMR 15.203 55o gpd System Designer: ' AW-#44e - n TAL h CXPE ❑RS Address: City/Town: CIA rg u-+�� .02-r State: Y( "- _ Zip: Local Upgrade Approval is granted for: ❑ Reduction in setback(s) (Specify) ❑ Percolation rate for 30 to 60 min/inch Percolation rate min/inch ❑ Reduction in SAS area of up to 25% (SAS size and%reduction) SAS sq ft Reduction ❑ Reduction in separation between the SAS and high groundwater Separation reduction ft Percolation rate min/inch Depth to groundwater ft ❑ Relocation of well(Explain) List local variances granted not requiring DEP approval per 310 CMR 15.412(4): List variances granted requiring DEP approval: Approved by the Board of Health (Print or type name and Title) (Signature) (Date) The system owner shall provide a copy of this local upgrade approval to the appropriate Regional Office of the Department of Environmental Protection,Bureau of Resource Protection,Division of Watershed Management,upon issuance by the local approving authority and before commencement of construction. I fi Department of Environmental Protection DEP Appmved Form—3120/02 t tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362-9880 mass 02675 down cope enfineeriag civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court January 28, 2003 Timothy H.Covell, P.L.S. surveys Barnstable Board of Health site planning 367 Main Street Hyannis, MA 02601 sewage system Re: 18-20 Suomi Road, Hyannis designs Dear Board Members: inspections The enclosed represents a variance filing for a septic upgrade from an existing cesspool-type septic system.. permits The following variances are requested under Maximum Feasible Compliance: 15.405 (1 a): reduction in setback, SAS to lot line (10' to 3'), septic tank to lot line (10' to 5') and (lb): reduction in setback, SAS to foundation(20' to 15% septic tank to foundation (10'to 6'). No addition of habitable space is proposed. Due to extreme site constrictions, variances are necessary for this 5 bedroom system. Groundwater is not an issue here. We feel that by granting the variance, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations. Thank you for your consideration. V�-�truly y urs, c 1 Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Bortolotti Construction tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362 9880 mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala,P.L.S. land court Timothy H.Covell, P.L.S. surveys January 28, 2003 Ted Hyora site planning c/o Bortolotti Construction Box-704 Marstons Mills, MA 02648 sewage system designs Dear Mr. Hyora: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from 310 CHR 15.405 (Maximum Feasible Compliance) for the proposed upgraded septic system permits at 18-20 Suomi Road, Hyannis. The variances requested are as follows: Title 5, Maximum Feasible Compliance, 15.405 (la) : reduction in setback, leach facility to lot line (10' to 31 ) ; septic tank to lot line (10' to 5' ) , septic tank to foundation (10' to 61 ) . lb: Reduction in setback, leaching facility to foundation (20' to 151 ) Said hearing will be held in the School Administration Building Basement Conference Room, off South Street Hyannis March 18 2003, at 7:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. I cc: Abutters file Barnstable Board of Health -barnboh Official Website of The Town of Barn table,Pzop_erty Lookup Page 1 of 3 o t5' �00r t Y. Select Language Assessing Division Property Lookup Results - 2013 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< Print Friendly Owner Information-Map/Block/Lot:269/101/-Use Code:0325 Owner Owner Name as of 1/1/13 HYDRA,THEODORE P Map/Block/Lot GIS MAPS 20 SUOMI RD 269/101/ HYANNIS,MA.02601 Property Address Co-Owner Name 20 SUOMI ROAD Village:Hyannis Town Sewer At Address:No GIS Zoning Value:HB Assessed Values 2013-Map/Block/Lot:269/101/-Use Code:0325 2013 Appraised Value 2013 Assessed Value Past Comparisons Building Value: $131,000 $131,000 Year Total Assessed Value Extra Features: $20.500 $20,500 2012-$244,600 Outbuildings: $1.300 $1,300 2011-$250.100 Land Value: $116,000 $116,000 2010-$251,100 2009-$230,300 2008-$230,300 2013 Totals $268,800 $268,800 2007-$230,300 Tax Information 2013-Map/Block/Lot:269/101/-Use Code:0325 Taxes Hyannis FD Tax(Commercial) $683.83 Fiscal Year 2013 TAX RATES HERE Hyannis FD Tax(Residential) $107.52 Community Preservation Act Tax $65.03 Town Tax(Commercial) $1.696.67 Town Tax(Residential) $470.94 $3,023.99 Sales History-Map/Block/Lot: 269/101/-Use Code:0325 History: Owner: Sale Date Book/Page: Sale Price: HYDRA,THEODORE P 12/1/2000 C159952 $120000 HICKEY,CORNELIUS J TRS 12/15/1986 C109247 $100000 DROWNE,JAMES H TRS 11/15/1985 C104324 $120000 MULLEN,JOHN F 8/1 511 9 8 4 C97981 $60000 ALTONEN,PENTTI A&K 1 9/1/1958 C22443 $0 Photos 269/101/-Use Code:0325 +; wr Q,r' Sketches-Map/Block/Lot: 269/101/-Use Code:0325 This property contains multiple sketches. Please use the navigation below the sketch to browse sketches. http://www.town.bamstable.ma.us/Assessing/propertydisplayscreen l 3.asp?ap=0&searchpar... 1/2/2013 r abutters to map 269 parcel 101 102 Carl Mueller, James Mueller, Amy Vanderbrock, 22 Suomi Rd.,Hyannis 02601 100 Cornelius Hickey, 40 Industry Rd., Unit 4, Marstons Mills, MA 02648 99 Henry and Anne Diprete, 918 Golden Beach Blvd., Venice,FL 34285 98 Est. of Richard L. Koppen, 365 W. Main St., Hyannis 02601 116 V&H Realty, 777 Dedham St. V0990, Canton, MA 02021 I i ��TNE Tp� Town of Barnstable IMMSrABM �w 9 .•� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. RESULTS OF THE BOARD OF HEALTH MEETING Held On Tuesday March 18, 2003, 7:00 PM At the School Administration Building, Basement Conference Room 230 South Street, Hyannis, MA RESULTS I. Massage Permit Applicants: APPROVED A. Kelsey Truehill-22 Alden Way, Hyannis, no business address specified. APPROVED B. Debra Sarnia - 15 Lenox Street, Worcester, proposes to practice massage in Hyannis and in Osterville, no business address specified. APPROVAL C. Carrie Eileen LedDuke- North Eastham, proposes to practice massage at the Cape PENDING Codder Hotel and Spa. Receipt of National Exam Results II. Show-Cause Hearing WARNEDJohn Graci, Septic System Inspector- Multiple septic system inspection reports contained errors, including misrepresentations of connections to public water where public water did not exist, and non-identification of all septic components as required. Any significant future inspection report errors will result in suspension of registration to inspect systems. ORDERS: (1) Mr. Graci shall submit written clarification addressing what will be done in the future to prevent typographical and other errors within the reports in the future, (2)After appointments are scheduled,the next ten inspection reports shall be reviewed by a health inspector before officially submitting the reports to this Office. III. Variance Requests—Repairs/Upgrades to Septic Systems: CONTINUED Ted Hyora- 18 and 20 Suomi Road, Hyannis, "voluntary" replacement of cesspools with a new septic system, three (3)feet separation distance between SAS and property line, fifteen (15) feet separation distance between SAS and foundation, and six(6)feet separation distance between septic tank and foundation. Need revised plans showing 1500 gallon septic tanks, need claification regarding sewer connection feasibility from the Engineering Division. IV. 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V aG« ! f 1 4, of �O.1 ;� �0 IL9-I " flz► Sv0101 (L.C. 1t3289) ao + \ 114 3 194r- 19 aC 112 III 'a4 ��.ice. 244C .534C FT-:;�� c, t 1.5 0 %C- ��: 1.30 AC- ` SCALL J N. fM Aft I i . DATE: FEE: t3ARN61'ABI.E. • MASS. 639. A��� REC. BY Town of Barnstable CFiED. DATE Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: - 2.o S U-CP rr-% r 2+� I-1 y,�p��►c Assessor's Map and Parcel Number: Zkoq Zl o Size of Lot: 6 66`+ SF Wetlands Within 300 Ft. Yes Business Name: No )c. Subdivision Name: c• APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Ti; V> �A �t Name: Address:lo Sa®n,� �-�--�L S Address: Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ST.>G Lv.I�c>2 NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed peptic System Vv&-UA f )< Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Foui(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Sigried letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee.collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\Owner\Local Settings\Temporary Internet Files\Content.IE5\2L7QK3KS\VARIREQ.DOC n Z04;-� PrG^s Page 1 of 1 OT e ti r � az „ w a g A 9 , http://www.town.bamstable.ma.us/propertyimages/00/05/65/98.jpg 1/2/2013 TOP FNDN. AT EL. 39.2' (FRONT DWELL.) SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NOT TO SCALE) • / 36.9' ACCESS COVER (WATERTIGHT) TO ENGINEER: ARNE H. OJALA, PE MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM FRONT DWELL. 36 :.9' DAVID STANTON, 5AM WHITE WITNESS o 37. ' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 1/14/03 DATE: . (EX S ) FOR FIRST 2' 3' MAX. PERC. RATE = 2 MIN/INCH 8 - PROPOSED 1000 34.7 GALLON SEPTIC 34.50_ 33•9 CLASS I SOILS P# 104 16 TANK (H- 20 ) GAS Z�33.43' a Q p Q WEST IwvN Sr. BAFFLE 33.6 o000 0 33,02' 0 0 0 0 71 7 Ea 'r_.)" Q `� 4' AROUND EJ ED 0 0 0 C] m m C Q ELEV. `�--LOCUS MIN. �6" CRUSHED SEONE OR MECHANICAL 2' 0 0 0 .1 ED 0 31.02' �" 37.3 SUO�fI ( 2 % SLOPE) COMPACTION. (i 5.221 [2]) MIN - , A DEPTH OF FLOW 4 ( 4 % SLOPE) ( 1 % SLOPE P TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE LS INLET DEPTH 10" 12„ OUTLET DEPTH = 14" l0Y 5/3 LOCATION MAP NTS - Bw FOUNDATION- 29' SEP LZACHING'IC TANK 23' D' BOX 20' FACILITY 3.72' t4'f ** LS ASSESSORS MAP 269 PARCEL 1101 VARIANCES REQUESTED UNDER MAX. FEASIBLE 36„ 34. 10YR 5/4 3' COMPLIANCE 15.405: TOP FNDN. AT EL. 37.5' (REAR DWELL.) " EDU IN SETBACK, SAS TO LOT LINE TO 3 S CTTIO ON (10' ACCESS COVER TO WITHIN 6 Cr FIN. GRADE ), LOT LINE (10' TO 5') ACCESS COVER (WATERTIGHT) TO 1 b: REDUCTION IN SETBACK, SAS TO FOUNDATION � -I-� �� MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE (20' TO 15') S�_ � r� REAR L'J RI.N PIPE LEVEL 27.3'J ~ DWELL. rGR FIRST 2' * CONFWM 4' SUITABLE SOIL BENEA1$4 (SLAB) =7n PROPOSED 1000 LEACH FACILITY PRIOR TO INSTALLATION MED/COS GALLON SEPTIC 33.60' / OF AN" PORTION OF SEPTIC SYSTEM. ' 33.85' TANK (H 20 ) GAS 33.25 -,__- GROUNDWATER ELEVATION ESTIMATED AT 17.0'f 2.5Y 5/4 BAFFLE 33.42' 5" (PER BARNSTABLE GROUNDWATER MAP) MIN. �6" CRUSHED STONE OR MECHANICAL (?% SLOPE) COMPACTION, (1`.221 (2]) 120" 27.3' INVERT INTO CP REAR ( 1 % SLOPE) DWELL a 33.90' NO GROUND WATER ENCOUNTER' D NOTES: 6 LOT 35 \\ SEPTIC DESIGN: (GARBAGE DlsPoseR Is;NOT ALLOWED _ _) 1 .. DATUM iS ASSUMED FROM QUAD MAP 50 " I FDA DESIGN FLOW: 5_ EEDROOMS ( 1 10 GPD) = 550 GPD 2. MUNICIPAL WATER IS EXISTING* p Q) USE A 550 GPD DESIGN FLOW T / 4 3. MINIMUM PIPE PITCH 0 BE 1/8" PER FOOT. 3 QQ "'r; � SEPTIC TANK: 550 GPD ( 2 ) = 1 100 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 8,21 Q 5, PIPE JOINTS TO BE MADE WATERTIGHT. -k3s.o9 /� USE 2 1.000 GALLON SEPTIC TANKS (& 2 D'BOxES) \ / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, 38.17 37.96 LEACHING: ENVIRONMENTAL CODE TITLE V. EXIST. DWELL. -}� 6S PROVIDE APPROX. 52' OF 40 MIL LINER 2(42 + 12.83) 2 (.74) = ' 162 7, THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT HEAP \ TF a 39.2' FULLFNDN. \ 3 9 SIDES: AROUND PORTION OF SYSTEM AS SHOWN OVER (WHERE WITHIN 20' OF FOUNDATION), TOP _ 398 70 BE USED FOR ANY OTHER PURPOSE. UTILITIES \ 42 X 12.83 (.74) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. 37.59� AT EL. 25.9' BOTTOM: 3 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ � PECK 's ^� �• TOTAL: 758 S.F. 561 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 8 \ 37.69 TH ) 7 \ \ ° USE 4 500 GAL. LEACHING CHAMBERS WITH 4' FROM OARD OF HEALTH. 2 STONE ALL AROUND 10, PUMP. REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM CAUTION: GAS LINE IN AREA OF \ \ �p V 6,77 PROPOSED WORK 7.10 Sr *WATERLINE BETWEEN DWELLINGS TO BE RE-ROUTED AND 3 SLEEVED WHERE WITHIN 10' OF SEPTIC SYSTEM COMPONENTS 6 +36. 9 LEGEND ° \ TITLE S SITE PLAN 8.02�j 0 \ ' 6.71 EXIST. �WELL. 100.0 PROPOSED SPOT ELEVATION 0� O- ..� \ 6 3 � � \ ?.7• \ TF = 3°7.5' 18 - 20 SUOMI ROAD 6.39 (ON SLAB) 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: BENCH MARK -- NAIL SET ��0 `� sr / 100 IN FENCE POST. EL. = 38.0' +36. 7.49 PROPOSED CONTOUR ( HYANNIS) BA R N S TA B L E 100 EXISTING CONTOUR. 36,3 �c�Fr h PREPARED FOR: BORTOLOTTI CONSTRUCTION/HYORA \ o FA 36.35 C4:?S 36.30 q0 PROVIDE CLEANOUT(S) AS 20 0 20 40 60 REQUIRED \*3 36.26 BOARD OF HEALTH I NOTE: ELECTRIC AND WATER LINES RUN BETWEEN DWELLINGS. REPLACE/RE-ROUTE AS MA SCALE: 1 " = 20' DATE: JANUARY 24, 2003 REQUIRED. APPROVED DATE 36.12 off 508-362-4541 fox 508 %2-%W IH OF down cape engineering, Inc, o���P`ARNEA���s 1H o H. �y>,cp 41d CIVIL ENGINEERS N°2�8 LAND SURVEYORS ��Fs ICI TER�� �►vrL i s .3 ti Ft . 4 ,�3 f �2-4�9 939 main st, yarmouth, ma 02675 ARNE k OJAL ,p ATERN DATE lE