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HomeMy WebLinkAbout0204 AMES WAY - Health 204 Ames Way Centerville A = 170 - 018 IN SMEAD No.2-153LOR UPC 12534 smead.com - Made in USA F10 US®MI THIS PRODUCT UK 10Fwww.s OWA)CA AJOW AA ��.. .�...... -.............,....:�.u.. _...W...,...,.:.uu:.r...u....._:.,.... ...... .,...... _�.._.......�,..e...... ....._,.. —_...._.. .. .. ... _._..,.......�.....w.r,...e._r._ni...l- .. - '�iti,sh.�.:.. _ _-_ _ - — ._. YOU-WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required by law. PL) J�c�t' `/36 CP�ferv��1F DATE: 61711 inlease.Fill p APPLICANT'S YOUR NAME/S e`� BUSINESS YOUR HOME ADDRESS: o�- rrcS 3.8-vl)3�03 nnh 0a.6�a �;:,L4' •i9t:iid lii tin:: ";�'.i r' TELEPHONE # Home Telephone Number 7 74 —36g s ? .iL.'IJeyiJ34k -$ E-MAIL: .-L`G�-, � NAME OF CORPORATION: NAME OF-NEW BUSINESS C�,e n Al L TYPE OF BUSINESS V IS THIS A HOME OCCUPATION? YES N0 ADDRESS OF BUSINESS. . a •c �v4 MAP/PARCEL NUMBER O I V / [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 licanses.required to legally operate your business in this town. MUST COMPLY WITH HOME-OCCUPATION 'I. BUILDING COMMISSIONS OFFICE RULES AND REGULATIONS. FAILURE TO This individual has beer' for f any per requirements that pertain this type of business. COMPLY MAY RE$VLT IN FINES. Authorized Sign u e** ' COMMENTS: 2. BOARD OF HEALTH This individual has been infor o ermit requirements that pertain to this type of business. _ Authorized i atu COMMENTS: -�����'•'*a�C//• Gc..�/>�"2�, 4 .12 /� • 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: TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM �s I 4 .vm' NAME OF BUSINESS: Ct)i� Ili✓ �Aei4-t-m aN-k Cry-1 i e)A Z BUSINESS LOCATION: 2 6 / ; Q INVENTORY MAILING ADDRESS: �, ..� TOTAL AMOUNT: TELEPHONE NUMBER: l -a ; CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: 0 3, MSDS ON SITE? TYPE OF BUSINESS: - M y/ic INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: S 40 1`' Last shipment of hazardous waste: Name of Hauler: AP `destination: Waste Product: 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 re uires 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 l� I 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 fY'1- ��iC'�tn 5 ,';zrIos��� Laundry soil &stain removers a (including bleach) �� (41 broo'-,yri- j „ x--� Spot removers&cleaning fluids (dry cleaners) , Other cleaning solvents ` t Bug and tar removers Windshield wash ............ - ' WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials Town of Barnstable �FTHE Tp� Barnstable yam,, Regulatory Services Thomas F. Geiler,Director A"MifficaMly BARNSTABLE. * Public Health DivisionMASS 1 • ��� Thomas McKean,Director �AlFDN10�A 007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 8, 2016 TO WHOM IT MAY CONCERN: RE: 204 AMES WAY, CENTERVILLE This is to state that the owners at 204 Ames Way, Centerville did, in fact, install a brand new and complete Title V Septic System which was completed on May 26, 2015. The Certificate of Compliance is attached. I attest that these are true copies of our records of the Public Health Division and Board of Health fox the Town of Barnstable. Sincerely, ell Sharon Crocker Administrative Assistant Keeper of the Records Q:\SEPTIC\Let IRS Taxes.doc ` T No. 2—© I Fee 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair(/) U ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 02 O�, F1cS tk/9:3 (� Owner's Name,Address,and Tel.No. =0017 .[tt 1V RQ6,4_� 4 SVzgti.�eTvflo Assessor's Map/Parcel f O aoq l;-VY1cs W cv, r 708-'SOI-R.9.10 Installer's Name,Address,and Tel. Designer's Name,Address,and Tel.No. RrOF0,4 S% ogz 5i57029 Type of Building: Dwelling No.of Bedrooms 3 Lot Size /50 doh � sq.ft. Garbage Grinder('0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 O gpd Design flow provided yc/ 9 gpd Plan Date O C . aao i y Number of sheets Revision Date mg�l 1, a OI6— Title Size of Septic Tank 15 D O G FYI. Type of S.A.S. $op G o . C C M OaJ- 3 = 33.5i)( !�.83 Description of Soil O}.S Der 04AI Nature of Repairs or Alterations(Answer when a plicable) /Re o v r_ S TII�c Y3h �— toe ; S e 1�00 ,gin�c(',S- 'a -rout c 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 f Health. Signed /-' Date Application Approved by C Date Application Disapproved by Date for the following reasons Permit No. / Date Issued '" �' "� f --------------------------- ------------------------------------------------ - ------------------------ No. ,� O Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: % , PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS " `Yes � � s a ti �; �' i • ftprication for Disposal 6pstem Construction Permit F Application for a'Permit to Construct( ) . Repair(� U- a • ( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Q U 1/ Me.S t./ (((( Owner's Name,Address,and Tel.No. C �vllc ,O Assessor'sMap/Parcel / o �o� 0©7 O �Oy 1-:���zs Wry CcnT SGu col &�'a� Installer's Name,Address,and T 1. Designer's Name,Address,and Tel.No. 8Z ►'or.�. Si• Us.. .�5�9 Type of Building: f Dwelling No.of Bedrooms Lot Size t sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 gpd Design flow provided IN 9 gpd Plan Date O C ;1 y, p 1 y Number of sheets d Revision Date Title Size of Septic Tank k j 0 G G t1- Type of S.A.S. 5-00 G 4 • C���t� c��- 3 = 33•, r X 1 J,,9 3 Description of Soil 'A—' D c-r- 13k AJ 1 . Nature of Repairs or Alterations(Answer when applicable) I t�f v'v\o�, c fy% Stkvxc5 r iT,c n 'I' trl c 7 J,�sf�I�� ISut; GPI• s�i�c��a,,�-� - ���'. ��x - 3-�0o G ��. cal+a'�� cfs �('o \ S�UNc N 4. 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 i Compliance has been issued by this Board of Health. , Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. O ! Date Issued r 5 --- - — i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CEERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(!/) Upgraded( ) j Abandoned( )by S 11U r c(� ✓1 co t\ . at O t( ��i 11 c I,U y - C e,t 'e r,� has been constructed in accordance _ with the provisions of Title 5 and the for Disposal System Construction Permit No.?o/S dated — G / Installer v r P M a c c.�I , r Designer \I/t4 x/ k r t #bedrooms 3 Approved design flow �/� / gpd The issuance of chi pe it shall not be construed as a guarantee that the system will funicton as des' ned. c Datein . 4 _Inspector - (`�1r1f ✓ +�`� _ V ----------- ------- -----• -------- ------ — - ----- -- - No. v�G Jr ! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstr ... Construction Permit Permission is hereby granted to Construct(* ) Repair(�/) Upgrade( ) Abandon( ) ,I System located at Oq Amt-s GVA I — and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co leted within three years of the date of this permit. Date — 2G Approved by down cape engineering, inc. SIEVE SOILS ANALYSIS 204 AMES WAY CENTERVILLE, MA DATE OF REPORT: 12/31/14 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 204 AMES WAY CENTERVILLE, MA LOCATION: YANKEE LAND SURVEY TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 106.4 SIZE (WEIGHT RETAINED € % RETAINED % PASSED ------------- ............sum..�......................... --------------------...................................... 1" 0.0€ 0.0% 100.0% -------------*.............................................6......---------------------*------------------ 3/4" 0.0's D.0% 100.0% ------------- .....................................................:--------------------=------------------ -------------a....................................................s--------------------�------------------ 3/8" 0:0's 0.0%:: 100.0% ------------ ............... 0.0 0.0%:: 100.0% -------------''s......................................................t---------------------..................................... #10 0:0 0.0% 100.0% ....... .................................................. 0 ..... 0 4.5 4.2% 95.8% --------------.....................................................:------------------o- .......................I........... 50 8.9: 8.4/0- 91.6/0 -------------p.....................................................l--------------------b..................................... 0 31:2 29.3% 70.7% --------------:......................................................------------------o- ................................... #100 42:9 40.3/o• 59.7/o 00 92.5 86.9% 13.1% ----------- PAN. 105.9 100.0% 0.0% Lan -►----------- --- -•------------------- ---------------- SAMPLE: 106.4€ NOTE:TEST ON PASSING#4 ONLY, 0.0% RETAINED ON#4<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-2-4(SILTY FINE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE #4 100% (TEST ONLY MATERIAL PASSING#4) OK #50100/6-100% OK #100 0%-20% DOES NOT MEET #200 0%-50/o DOES NOT MEET �Z�OF,� SAMPLE.DOES NOT MEET TITLE 5 FILL SPECIFICATION ssgc >86%SAND oho D NIEL JA CIVIL N RESULTS: PERMEABLE MATERIAL-CLASS 1 <6 MINJIN. MATERIAL No.46502 NONCOMPACTED �Fci SOIL DESCRIPTION: LOAMY FINE SAND FSs/0NA� RECOMMEND USING LOADING RATE OF 0.7(DUE TO SILT CONTENT) TOWN f OF BARNSTABLE LOCATION Q O y AJ�ES. !�L/4!1 SEWAGE# o20IS- /Sy VILLAGE CF_nr7�'/c�V;11 r ASSESSOR'S MAP&PARCEL /70-018-007 INSTALLER'S NAME&PHONE NO. 1 10..G� I ,C. l L� SEPTIC TANK CAPACITY 15-06 G 61, Clf-101 LEACHING FACILITY:(type) Soo 6PA C114r48aei C3) (size) 3 3, X V a -B3 NO.OF BEDROOMS -3 o2O OWNER TeQ�ef--t 4 SQ 7_f RJ4/a:U! &Q PERMIT DATE: 5--o2 O-/S COMPLIANCE DATE: JrvNe'Aa O/S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY .Z I�Y 2 I L/✓4 3o'6 0 its ► . B6x 31 ��4A v K Y: To-wri of Barnstable Regulatory Services Richard V,Scali, laterim Director oasts „ Public Health Division Thomas McKean,Director 200 Main Street.Bt$a.ris,jIvLA 02601 Office: 508-862-4644 Fax: 508-790-63,04 Installer &Designer Certification Form Date: 67�2 'V�f; S ew acre Pernijt# 0 Lf-154"Assessor's MapTarcel 110- 018-00"7 Desigiaer-:* Address: Address: 20VA tu. or 5--ao /5*— 3rur—lr— �1CLCCA(:151tC Was issuffj a P�fulit to il's-'all ?, ,alp, septic system a, based or, i dtsi,cn, drawn by I (a dress] I e-,TtifV that the septic system re.---,r�-noed abov�, vias instedi-.d according to thc de-sign, w�ich may Micluce minor approvtd (,.�haa2,es suclj as Latnral of the di;uilbution box alicVcir jept;c oink.. Stftp out I`f I-F- qui:,-d) was Limpectei and th., soihq w,,-Te 11[bund Sat"'Sfar-t3q. 1 certify` fiat the Septic system rt.-ftrea��ed above was Vvji?111 P-1d107 changes (i.e. greater than 10' lateral-relocaucr-of the SAS or arty vertical relocati'.)n(x any Qornpone-qt of L ulatioas. Plan rtvisiocl Or �e ��-rptic- sy3t?,-ai) but Ln accordance wiih State Local Rqg r-e[4E m�-bui.lt by designer to fb'Now. Strip out(if , led " n required) was 'LLSpe,�ttd and tfl-.soils were fo-and satisfactory. I cert'£II- that zhz system referenced abov was constructed Wimig I ,w the terms is f t: e BA' appro val letters('if applicable) 4f j ryj ;.7 P (IrlSt- NI 'S tit .1011, -`N/W4 S igmarure) Des�x "iiffip Hare) PLEASE 'RETIT%N TO BARNSTABLE PUBLIC ffEA-Uff D(VISION. CERTIFICATE OF CONLI?LIANCE W-fLL N'OT BE IS'-'WED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE TIECU'VED BY TKE PIAWP�STA.BLE PUBLIC HEALT11 UF 71-0N. WNW YN" 11�sigz�tr rcrtrication Form Rev E-!4-13.doc t': , +� "ARNSTABLE etiI C, z1 EXIST. DECK II 45•-0.. 77 OL--- -- r EXIST. EXIST. o KITCHEN / \ BAT Q O EXIST. I O - BEDROOM C I A5 _ EXIST. -------------- DN. CiLOJ. 4 IV 4 I I v II AND qE 4 A21 MUDHALL EXIST. I BEDROOM OFFICE Iclos. EXPANDED clos. I 4 LIVINGri o I o / o i -- - $W MULTI LVL BEAM ABOVE E NEW LUMBER SUPPLIER TO SIZE q COVERED NEW ANDERSEN 4 PORCH ( EK DECKING) FWG6068R 4'-2" 1'-10" COVERED (VAULTED CEILING) PORCH (AZEK DECKING) N ANDERSEN , TM446 6.-0,. P.T.4 x 4 POSTS W/ AZEK CASING&7" A B HIGH BASE A5 A5 A5 5 GAS F.P. 4 j ANDERSE ANDERSEN tNDE ANDERSEN TW2446 W/TW2446 W/ TM446 W/TWi 2415 TWT 2415 72415 LEGEND. ABOVE ABOVE ABOVE5'-6" 2'-10" 2'-10" 5-6" 8'-8" 8'-8" EXISTING WALLS ,9a" 26-0" CONSTRUCTION TO NEW CONSTRUCTIONE REMOVED FIRST FLOOR PLAN IF-�/ THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE : DRAWING NO.:. ERRORS OR�I ( COTUIT BAY DESIGN, ILL NEW ADDITION/REMODELING FOR: CONSTRUCTION.THE WILDING FOCONTR III\ UND ON THESE DRAWINGS'PRIOR TO START OF CONSTRLl-BE RES ON SIBLE FORTH CONTRACTOR 1/4" 43 BREWSTER ROAD WTHESE DSPON GSI FONSTRUCTIO NT IN THESE DRAWINGS IF CONSTRUCTION I R RESIDENCE COMMENCES WITHOUT NOTIFYING THE Al MASHPpEE MA. �0c2649 T�J \O \E\JIDENCE OF THEIGN ROFANVARE TED.AN OOMISSIONS. DATE : PH. (50H) 274-11 VV THESE DRAWINGS REQUIRES USE PAX 508 539-9402 OF THE TO FT HE DESIGNER OTHER USE OF ( 204 AMES WAY CENTERVILLE, MA THESITECTUNGSREORIRESTHETECTION g/12/2014 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. EGRESS WINDOW WELL EXIST _.,. . .,- ®AsEIV �� O `° �• FLOG JOISTS �V 00_ �l 1 c � TAL 3TTOM 6'-011 i - _EXIST.GIRT - - - - - - I r DECK DET) W2x10's@.16"o.c` O L EGRESS g 1 WINDOW L NEWco CRAWL- SPACE N I ► v (2"CONC.SLAB) EXPANDED �,p®E® I. : UP P.T.2 x.10 LEDGER BOARD.LAG BOLTED TO. LIVING SOLID BLOCKING W/(2)LEDGERLOK BOLTS . 16"o.c.STAGGERED W/JOISTS HANGERS SAW CUT 1 FOUND.WALL. 7-1 ' I I I � � � I I • P.T 2 x 8' @ 1 "o. I NEW 2 x M0'I @ 16"o.c. I I I - NEW P.T.2 x 8's @ 16"o.c. 9 _ L - P.T.2 x 10's I I L-- -- -- -- -- -- I I 6' NEW FULL. BASEMENT I (4"CONC.SLAB W/6 MIL I \ 3-P.T.2 x 10 BEAM \ \ I POLY VAPOR BARRIER) I I B r - A FASTEN JOISTS TO A5 A BEAM W/SIMPSON NEW P.T.6 x 6 POST ON 12'DIA. j A5 H2.5 TIES C A5 CONCRETE SONOTUBE W/28" A5 I I I DIA. BIGFOOT FOOTING UNDER- 6 x 6.P TON 12"DIA. I I BASE NEATH TO 4'0"BELOW GRADE. TE SONOTUBE W/28" I I 4 6". 5'-9 /2" I USE SIMPSON ABU66 POST I &AC6 OR ACE6 POST CAPS :OOT FOOTING UNDER- 0 4'0' BELOW GRADE. PSON ABU66 POST BASE ,OST CAP GRAPHIC SCALE '� LEGEND * $ nd sY GR '1�,5 r 20 0 10 20 40 �I ✓ §1 I SPOT ELEVATION X=99.5 �C� OAK TREE i inch = 20 ft. 2 pr1 TEST PIT f ' �p2 �t t y EXISTING LEACH PIT LOT 26 To BE REMOVE. HYADRANT X=101,a EXISTING CONTOUR �x=1o1.1 WATER SERVICE LINE —1" n`L — �� PROPOSED S.A.S. 2.- HAMBER TRENCH �Q PERCENTAGE OF LOT COVERAGE ` EXISTING D/B 1� sHEO s'`, LOT AREA 15022t- S.F. �~ TO BE REMOVED. 5• STRIPOUT e p e EXISTING STRUCTURES 16.7% �s s oeoeoeoe a X=101.1 EXISTING PAVEMENT 16.6% a EXISTING TANK ._ X 100 op� TOTAL COVERAGE 33.3%TO BE REMOVED. l � k A a f� 4. �. < . ..� o V NOTES: 2'oAK LOCUS MAP a *SHED & PAVEMENT CROSS ONTO LOT 26. PLAN REF: 358-92 ffiQg6R PROPOSED.TANK, Ln • NO SEPTIC RECORDS ON FILE WITH DEED REF: 27380-38 l5bo,GAL,' 1 23ft TOWN OF BARNSTABLE. ASSESSOR'S MAP: 170/018/007 .� •DRIVEWAY PAVEMENT CROSSES ONTO LOT 27. ZONING: RC DECK . ' A , /� SETBACKS: 20'-10'-10' FLOOD ZONE: C gv�KNE ! X=99.3 00 PANEL NUMBER: 250001 0015 C — — — — — — 102.78 T.O.F. LOT 30 #204 DATED: 8/19/1985 — — — — — � LOT 28 - - _ - - - F. r, Z it — — — A.K.A.-- — — / 105022± S. �XA �:. •����N OF18.5 .3 9s�, ((� - a )/ - - ;��,�� ���,Fss4 �� a D.�aVlO �y PLOT PLAN OF LAND 43.1 ft m m — - PROPOSED o STEPHEN ® wu. 106r �; LOCATED AT: H 1p 1'I-poRc 40.2ft DOY o : `�'� ��� 204 AMES WAY N .32.oft a oPosEo o ✓ m "� - �� : ` R CENTERVILLE, MA LOT 27 `� . d' 13. PA 0TIOt4 J �� �� � v0 , . a.. 4. 00 PREPARED FOR: PAVEQ ROBERT & SUZANNE TURO CA ,�'. DR.1V AY 1 / APRIL 3, 2014 � R,498 •g 1 . . L-6 .00 REV: OCTOBER 24' 2014 HYDRANT 08.2Q' 0 OLT ELEVATION 04,08„ • 99POsM REV: MAY 1 ; 2015 <,. N S0 REV: a•. YANKEE LAND SURVEY CO, INC. �a DIRT WAY 40 WIDE 119 ROUTE 149 TRAVELED MARSTONS MILLS, MA TEL: (508)428-0055 FAX: (508)420-5553 yankeesurvey@comCast.net .www.yankeesurvey.net SHEET 1 OF 1 JOB#: 55098 JM • SEWAGE SYSTEM PROFILE VIEW N . T. S . r; T.O.F. EL 102.78' FIN GRADE 101.5't Lo RISERS FIN GRADE 100.6't 20" 20" 1/8" TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC DUI DU>. EL 100.27' FIN GRADE. = 10.1.6'f / i i 8 MIN fMIN66" INVDW O 99 8' �- 8.5' -'� INSPECTION 99.28' INV EL 10" MIN. 14" MIN. INV EL. (i0 REMAIN) -� /-- 98.58' 98.83' INV E EL RT oN L 98.71' BELOW FLOW LINELIQUID LEVEL 48" 98.208' EL 97.88' 0 0 0 0 0 0GAS BAFFLE STONE a a ' t EL 95.88' �•�":r .~. •,•'.�.». ..'�• DISTRIBUTION BOX " • — --- 3 1 1/2" --- ••„ PROPOSED 1500 GALLON TANK 48 / " - 48 PRECAST REINFORCED CONCRETE DISTRIBUTION BOX DOUBLE WASHED STONE4 TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER 33.5' MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON MINIMUM WALL THICKNESS = 2" THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM INSIDE DIMENSION = 12" PROPOSED CHAMBER TRENCH Ln CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER.AND AT THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET INVERT. ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO PERFORM5' STD POU` DCAIN C2 HORIZON SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE (APPROX., L L- 6V). SOIL CON ITI€NS BOTTOM OF SOIL PIT = EL. 00.0' TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS BEEN SEALED IN PLACE. SHALL � F�'" 1 �I� �" AC°-�`'EN' NO GROUND WATER OR OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS ,PORTS. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND PEA`' TITLE V RFGULR;I€NS, REDOXIMORPHIC FEATURES OBSERVED MIDDLE ACCESS PORT SHALL BE 8" DUI. MINIMUM. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. TO PREVENT SETTLING. SEPTIC TANK CAPATICY: REQUIRED — 330 GALLONS AT 200% DESIGN DATA: ►. PROVIDED — 1500 GALLONS TO REMAIN THREE BEDROOM = 3 X 1 1'0 = 330 GPD REQUIRED FLOW FIN GRADE = 101.6't NO GARBAGE DISPOSAL ALLOWED 12.83' USE: CHAMBER TRENCH 33.51 X 12.83'W X 2' EFF/DEPTH 34" ° "' • . • ' ••43 ° •6'� 24„ GENERAL NOTES: (33.5' + 33.5' + 12.83 + 12.83) X 2.0 = 185 S.F. ' : — — ' • °� ' 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 33.5' X 12.83 = 429 S.F. 48 58" 48 TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 614 X 0.70 = 429 GPD TOTAL DESIGN FLOW FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER of TRENCHES = ONE 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" NUMBER OF UNITS = THREE OF FINISHED GRADE PROPOSED LEACH TRENCH — END VIEW ���N OFgs� 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITH INSTALL T OF DOUBLE WASHED STONE � WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' DAVID A USED UNDER RWITHIN AT SIDES AND ENDS q B OF DRIVES OR PARKING. H 20 LOADING SHALL BE 0 T.P. #1 PERC <2 M/INCH T.P. #2 PERC <2 M/INCH MASON � 10 OF DRIVES OR PARKING, UNLESS NOTED. / 1 4. THE EXCAVATOR CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION` 0" EL. 101.5 0..EL. 101.5' �� is OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR „ 10 YR 3/1 10 YR 3/1 S ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. A„ „LS 7„ "A" LS" 7„ f 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) "BW" "Ls" 10 YR 6/8 "BW" "LS" 10 YR 6 8 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE / SOIL DATA: MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. 32" 32" TEST DATE: 12/16/14 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. "Cl. "SL" 10 YR 5/4 "Cl. "SL" 10 YR 5 4 SOIL EVALUATOR: DAVE MASON 8. EXISTING SYSTEM COMPONENTS — IF ANY — SHALL BE ABANDONED PER 62"(EL 96.4') 62"(EL 96.4') TITLE 5 REQUIREMENTS. " " MEDIUM MEDIUM APPROVAL DATE: ________ C2 SAND 10 YR 7/4 ..C2" SAND 10 YR 7/4 HEALTH AGENT: DONNA MORANDI 9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE EL 89.8' ' 144" EL 79.8' 144" SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. SHEET 2 OF .2 JOB#: 55098