Loading...
HomeMy WebLinkAbout0217 FULLER ROAD - Health 217 Fuller Road Centerville A= 189—069 i SMEAD No. 2-153LOR � UPC 12534 smead.com • Made in USA 14OcYc(eh 9 / Q j No. . . l / O lO J Fee tom/ THE COMMONWEALTH OF r S Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pphratton for �t�potal *p!tem Cougtructtou 3permit App' a' fora rmit to Co ct( R ) Upgrade( ) Abandon( ) ❑.Complete System ❑''II/ndividual Components Locatio Add ess r of No. — Owner's Name,Address;and Tel.No. -211 ee ty Assessor'sMap/Parcel ®� JOlin POrzj, wP-/,rh Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ®r Type of4Bu' ding: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided yyd gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank /0-00 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nvironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ealth. Sig Date ¢O Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued No. r c .,l\ Fee Entered in computer. THE COMMONWEALTH OF WASSACHUSETTS { PUBLIC HEALTH DIVItFON TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for T gpogal *p.5tem Con.Otructi&n. Permit Appllcatio for a Permit to Con r ct( Rep i ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components j ri _ Location Address r o o ''tea Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ®� (1 s � � J04'7 1 p 21 WP Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.' %0 -lfl,�J4 ®r Type of Bui ding: Dwelling No.of Bedrooms / IS, Lot Size r sq.ft. Garbage Grinder Other Type of Building ' No.of Persons Showers( ) Cafeteria Other Fixtures .. j Design Flow(min.required) gpd - Design flow provide-d V-1/(7 - gpd Plan Date -- Number of sheets Revision Date Title _ Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 Date last inspected: ' l Agreement: k �; The undersigned agrees to ensure the construction and maintenance of the afore described on-site5sewage disposal system in { accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until la Certificate ofe Compliance has been issued by this Board of 1?,alth. Sig Date Q D � ) Application Approved by Date i Application Disapproved by: � Date !' r, for the followingfreasons , Permit No. '� Date Issued --------- --- -T- _-_------- THE COMMONWEALTH OF MASSACHUSETTS ;L BARNSTABLE, MASSACHUSETTS Certificate of (Compliance i THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired UPgraded ( ) Abandoned( )by f� I at /7 f'y�t'�iP (� has been constructed in accordance � a with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer F Y)A-6� / �_S��/� Designer, L_ 9 �l k/aeft #bedrooms Approved design flow gpd The issuance of this permit s all no ee cdnst!1ttued p a guarantee that the system wilbfa�tio /ats,designed! f Date / '�/ 144�rI . Iti'spector No.. --� — /r-----------,----------���-- Fee ✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=igogal Q�pgtem Cottgtruction Permit Permission is hereby granted to Construct (_ ) Repair ( Upgrade ( ) Abandon ( ) System located at 6_111Y� JI?n %1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must a c�om leted within three years of`the date of this Date .Approved by ) `- 'own of Barnstable Regulatory Services Thomas F. Geiler,Director • BARNSTABLE. MASS. Public Health Division 039.lEo►9'�' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Designer: Shay Environmental Services, Inc. Installer: Rodney Fisher Address: P.O. Box 627 Address: 585 Kelley Street East Falmouth, MA 02536 Harwich,MA On 8/l/07 Rodney Fisher was issued a permit to install a (date) (installer) septic system at 217 Fuller Road, Hyannis, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 720/07 (designer) XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater 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. H OF 4148S9� CARMEN �G E. ( nstal Signature) SHAY Cn No. 14 89 lf�GISTER�O S4NITAR\P� ( ner's Signature (Affix D6 tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE LOCATION &fi7) SEWAGE # VILLAGE ASSESSOR'S MAP & LOT-/'�� �l09 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY, Z@22 I LEACHING FACILITY:'(type) � sus► e (size) =1 t NO.OF BEDROOMS BUILDER OR OWNERr PERMITDATE: COMPLIANCE DATE: 1 + Separation Distance Betw n the:I 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 o �� IL -1 lid- o / kt- �i m 0 82 3 Town of Barnstable P# oy � Department of Regulatory Services .uwsrserE, ; Public Health Division DateMAKSL 200 Main Street,Hyannis MA 02601 �prFC MAC a Date Scheduled Z-� 1 Time 11) 1 00 P (K Fee Pd. Soil Suitability Assessment for)Se—wage Disposal Performed By: Witnessed By: Ir3i1 \JPS t`�1C f A\S LOCATION& GENERAL INFORMATION Location Address ' ��11 \ Owner's NameQ� AddressM.>r � (uelltgl��tup, C Assessor's Map/Parcel: ] �� Engineer's Name NEW CONSTRUCTION REPAIR`IL Telephone# pZ T4 —265 8 Land Use vxesl& Slopes(%) Surface Stones_ Distances from: Open Water Body R Possible Wet Area r� ft Drinking Water Well �ft Drainage Way_�_ft Property Line ft Other _ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands hn proximity to holes) 1 PZ- ` - P1 p� o? Fu jer Parent material(geologic)�5k---1 Depth to Bedrock /A Depth to Groundwater: Standing Water in Hole:-_ Weeping from Pit Face�° d Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: in Depth Observed standing in obs.hole: __ in, Depth to soil mottlas: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level— Adj.factor_ Adj.Groundwater vet PERCOLATION TEST bate Tlitte o Observation it I Time at 4" Hole# Time at 6" Depth of Perc Start Pre-soak Time @ � Time(9"•6") n End Pre-soak Rate Min./inch e` Site Suitability Assessment: Site Passed—6 Sitc•Failed: Additional Testing Needed(YIN) 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:ISEPTICIPERCFORM.DOC DEEP.OBSERVATIONHQLE LOG Hole#_L_ Depth from Soil Horizon Soil Texture :Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co i toCD r vel SL_ C.� . o AN-S DEEP OBSERVATION HOLE LOG Hole# A Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. 3 U S' e g • ��e i owe Depth from DEEP OBSERVATION HOLE LOG Hole# Soil Horizon Soil Texture Soil Color Surface(in.) Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. n ' te Q DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o s' Flood Insurance Rate Mau• / Above 500 year flood boundary V a1 Y dary No Yes•..,,..,_, . Within 500 year boundary No_1,1� Yes Within 100 year flood boundary No Yes es Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi s material exist in all areas observed throughout the 0 area proposed for the soil absorption system? 2$ g I If not,what is the depth of naturally occurring pervious material'? � Certification �UI certify that on (date)I have passed the soil evaluator examination approved by the fbepartment of Environ n 1 ti n at the above analysis was performed by me consistent with . the required trainin expert and x er' ce escribed in 310 CMR 15.017. Signature DateoZ f b . Q:4S.EI'TIC\PERCFORM.DOC 08/08/2007 TOWN OF BARNSTABLE PG 1 09 :39 HD APPLICATION PROFILE piappent GENERAL APPLICATION ------------------- Application ref 200704258 Department BUILDING DEPARTMENT Location 217 FULLER ROAD Parcel 189069 Cross streets Add' 1 loc desc Municipality CENTERVILLE Subdivision Lot 0 Existing use SINGLE FAMILY HOME memo Current Zoning RESIDENCE D-1 DISTRICT Applicant GENERAL CONTRACTOR Proj/Activity RESIDENTIAL ADDITION/ALTERATIO Class of work ALTERATION Description MAKE ALTERATIONS TO EXISTING AND ADD SUN ROOM/FAMILY ROOM REMODELING KITCHEN ADDING BATHROOM Proposed use SINGLE FAMILY HOME memo Proposed zoning RESIDENCE D-1 DISTRICT Non-conforming N Applic received 07/11/07 Estimated cost 90 , 000 Estim start/end Actual start/end Impervious Surf Status ACTIVE Status code desc ACTIVE APPLICATION Multiple submissions N Next action Government owned N memo Ordinance ref Reason for app Parent app ROLES/NAMES Role Name/Address PROPERTY OWNER WALSH, JOHN J & DORIAN L 7 MORTON ST WELLESLEY, MA 02181 GENERAL CONTRACTOR SQUIBB, JOHN 9 SCUDDER LAND Phone : (508) 362-9125 BARNSTABLE, MA 02630 Tradesman Name Lic Type License number Class Expires SQUIBB, JOHN CONT SUPER 034064 09/21/07 SQUIBB,JOHN HIC 108662 08/20/08 J 08/08/2007 TOWN OF BARNSTABLE PG 2 09 : 39 HD APPLICATION PROFILE piappent Application ref : 200704258 (continued) PREREQUISITES ------------- Prereq Action Dept Needed By Approved By Status CONSERV APPROVAL 6701 07/13/07 FSTE APPR HEALTH APPROVAL 6500 TAX APPROVAL 6300 WORK COMP SUBMISSION 6300 PERMITS Type Permit Number Status Issued Fee Unpaid Amt RES APP FE ISSUED 07/11/07 50 . 00 50 . 00 RES ELEC REVIEW . 00 . 00 RESADD/ALT REVIEW 369 . 00 369 . 00 TOTAL: 419 . 00 419 . 00 INSPECTIONS Type Requested Scheduled Insptr Permformd Results Bal Due BLDG FIN 1 . 00 EFINAL #1 . 00 EROUGH 1 . 00 ESRVC INSP . 00 FOUND 1 . 00 FRAME 1 . 00 GAS FIN 1 . 00 GAS ROU 1 . 00 INS INSP 1 . 00 PLUM FIN 1 . 00 PLUM ROU 1 . 00 TOTAL: . 00 AUDIT HISTORY ------------- Department Action Source Created by Date Comments BUILDING DEPARTMENT Prerequisite approved APP karled 07/13/07 CONSERV on 07/13/07 BUILDING DEPARTMENT Application entered. APP permit 07/11/07 BUILDING DEPARTMENT New plan review started. APP permit 07/11/07 Plan review number 00 was created. ** END OF REPORT - GENERATED BY HEALTH DEPT ** Barnstable Assessing Search Results, Page 1 of 2 Home: Departments:Assessors Division: Property Assessment Search Results New Search r� ?, ;New Interactive Maps >> I� Owner: 2007 Assessed Values: WALSH,JOHN J& DORIAN L 217 FULLER ROAD Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $ 172,400 $ 172,400 189 /069/ Extra Features: $2,400 $2,400 Outbuildings: $0 $0 Mailing Address Land Value: $ 195,900 $ 195,900 WALSH,JOHN J &DORIAN L Totals $370,700 $370,700 7 MORTON ST WELLESLEY, MA.02181 2007 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $70.28 Fire District Rates Town Barnstable-All Classes $2.10 $6.32 C.O.M.M.-All Classes $1.03 Commei C.O.M.M. FD Tax(Residential) $381.82 Cotuit FD-All Classes $1.34 $5.57 Hyannis-Residential $1.54 Persona Town Tax(Residential) $2,342.82 Hyannis-Commercial $2.37 $5.57 Hyannis-Personal $2.37 Other R; W Barnstable-Residential $2.02 Commur W Barnstable-Commercial $1.69 W Barnstable-Personal $1.69 Total: $2,794.92 Construction Details Building Property SketchpLegg�nd y Sketch ASI Building value $ 172,400 Interior Floors Typical Style Colonial Interior Walls Typical Model Residential Heat Fuel Gas Grade Average Heat Type Typical Stories 2 Stories AC Type None http://www.town.bamstable.ma.us/assessing/assess06/displayparcelO7map.asp?mappar=189... 8/8/2007 r Barnstable Assessing Search Results -` Page 2 of 2 rw 4' Exterior Walls Wood Shingle Bedrooms 3 Bedrooms Roof Structure Gable/Hip Bathrooms 1 Full+ 1 H Roof Cover Asph/F GIs/Cmp living area 1786 , ;rQ Replacement Cost $215543 Year Built 1940 P Depreciation 20 Total Rooms 6 RoomsNOW L t Land _. R'j 33 s �,3 Y�. � 3 p3 „, CODE 1010 Lot Size(Acres) 0.54 Appraised Value $ 195,900 AsBuilt Card N/A Assessed Value $ 195,900 ... View Interactive Maps > Sales History: Owner: Sale Date Book/Page: Sale Price: WALSH,JOHN J&DORIAN L Aug 29 1997 12:OOAM 10927/285 $ 132,500 MCPHILLIPS,JOHN T&AILEEN M Dec 15 1994 12:OOAM 9503/215 $ 1 MCPHILLIPS, ELLEN M& Dec 15 1994 12:OOAM 9484/078 $ 1 MCPHILLIPS, ELLEN &JOHN& Jun 15 1994 12:OOAM 9241/140 $ 135,000 MCPHILLIPS,JOHN &AILEEN 2638/83 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1 $2,400 $2,400 Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparcel07map.asp?mappar=189... 8/8/2007 I q 95 ZZtT hfet9antlon of Yians.ana specincanu,. n u , , •. -< < , - , — The plans and specification$,for'evtry on-site system shall be prepared as follows: (1) Every system sf ajl be designed by Y:asszchusetrtl,.R gistered Professional Engineer or a Massach-u etts Registered Sanitarian provided that such Sanitarian shall nat-design a. system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner..may prepare-plans for the repair of a system.designed to discharge not morn than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by.'a Massachusetts Registered Sanitarian and•approved by the approving authority; t / (2). .Every.plazz submitted for approval must be dated and bear the stamp and signature of V the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an eistirig'systerii Which requires a variance to a property Line setback distance, must. so reference'a plan which bears the stamp and signature of a Massachusetts; Licensed Land Surveyor in accordance with M.t.L. c: 112, § S1D; (4) $very plan for a system shall be of suitable scale(onc inch=40 feet or fewer for plot plans and ane ineft=20 feet or fewer for details of,system.=Pcnenu), Ltd.shall include. depiction of: (a) the legal boundaries of the facility to be served: (b) the holder and location of any easements appurtenant to or which could impact the •••.s stem; .. .__ • _ �­7 'C, the locatiarrof the all dwellings)or buildings)existingand proposed on the facilityad idcntifieatiari of those to be served by the system; (d) =the'iacation of ezistitig of proposed impercioss areas; including:driveways and -parking areas - -.. (e) location and dimensions cf the system (including reserve area); , .. (f)• system design calculations, including design daily sewage flow, septic tank capacity (regttized and provided); soil absorption system capacity (required and provided); and whether system is designed for garbage grinder, ( ) North arrow and existing and proposed contours; (h)' lodation,and'log of deep'observation hole tests including the date of t`st, existing grade elevations marked on each test, and he e names of the representative of the - approving ruthoxity and soil evaluator, (i) location and results of percolation tests including the sate of test .and the names of the rcprescntative of the approving authority and soil evaluator, . } dame and certification number of the Soil Evaluator of record; locat ion eer . £every'Water supply,public artd'private, I. within feet at the pznpose-d system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and / 3. Within 130 feet.of the proposed-system.location in the case of private water V supply wells; 1) location of-any'surface waters of the Cammottwealth�rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks. regulatory floodway, veloc'ty zone, surface water supplies, tributaries to surface water supplies,certified vernal pools,private ' water supplies or suctina lines, gravel packed or tubular public water 3uppYy wells, ' .. subsurface drains; leaching catch basins, or dry Wells; and ;he location of any nitrogen sensitiye area identified'in 310 CMR 15.115 within which portions of the proposed _.._ f'stem are located. ) location of water lines and'other subsurface utilities on the facility; observed and adjusted ground-water elevation in the vicinity of the system; a•complete profile of the system,•a Rote on the plan listing all variances to the provisions of 310 C.1.2R 15.000 sought conjunction with the plan;. the location and.elevation of one be-ichmark-v�iitltin 50 to 7S feet 1. the facility ich is not si:bject to dislocation or loss during consrraction'on'the facility; (r) when dosing is'pzoposcd, complete design"ana"sp�cifieation of the,dosing system propo.sed including.but sot:limited to dasing,charnbe c capacity depth c cnd'ycle; urr curves and specifications, number .of d'esinD y - P p Y (s) when a Recirculatii:g Sand Filter or equivalent alternative technology is required or roposed, a complete plan and specification for the system,including a hydraulic profile; t) a locus plan to sfiow the location of the facility including the nearest eAA xistil sec he street nu and lot nurnbcr, if any, of the �co the sdstem. i T v) the mater'als of construczo _and.the specificzno y N 7 " II si . � r v'. —L4II� m y G _ I: c �.J o� Y � r -- ' I s; m e o I II �=[�EMfifA I I G' v\ i l I d i is �'�I. � � � '�.,�-�.E.AL'EN KtTclfEn�. Crl in:TJ W !j 11 r'7£L , .. •': � '� . -y10U� of '2,+ PuY 5d'n!_6 n V or u TS �a"c' © SOP r do4E c�Y lfa "'Jr .. I NEW' SnoWN. JEt.2TE r 2 'n `F1Q, Al,-I NEW I. Lop { n I l .� T 6h rvEw� .�Y s'a I I £ F'�c e y r�:..c v;cRYr s I I � Cs- c � 60x oP .: Co4G. ! ', 4 a. 4 i I : _�t.� %Roots_. 0 � O E 7-- Exrs7'" fjc s. r Ctop j r NFgl dXB //o 1 -SGLrD �--j l i I, 1, 1.ot\I:�.j na`..f l I L,4 c m..'-..O 1� � 3 oc i j 1 rt,; nt f I y /d=/ nVek I it 7, -777 sSifobf s:b,S d� n .t dswy a��`7 o-SP-P'u 4 -77 f r"� -Ld0EEBM TTI J- P ILL I 77 i I - \ /- -- ly Trt hht IhhC (n.d HJ-N.1 r -1 ILL --- ?J H. V4 l�a-n 1 �.a� +.3�)a l•7. '+C+'J T10�E1 Li�` —__ r 71, ' % r o r: I —r k Ir 147 I t I I � Ali LI I i - � mG. Ih tl I x I.. i X T E YS .• v 2 cl Qj IC I � -��I ;��� •- cA I -1 - ��. m '�- v� Fx� +.2�.1 I i. - _ . -x I to �I I, <�I� I 17-f t .E�,tsr n _ �!� I � •� G II 0 NLW I ° In s 1 wj I - fir . r- - 0 I I. Ij ! i Ask,�` 9�' o sr dot, - cx;57- ... _ �• _ _ OX. ExsT 1 J <u m <I IMAM ��R'. r I oc `c L i A a z I I 2 ? S y do m I n . ;. _ le�6Q• ' I o v I Im �o ;TI �r h EX 'it lN - '.I�r r +n '�` !d� C ✓;-liter �I I Owl' �si Low C � . r � * rR11� lx c� - 11 - _ - pl' .�� � 1� Ic:. I Y—z _---mil - `._ �> i�'• F._� �f::� �;`� �u -. is `oup - � 14" 4 El i Z-: Y. F.:rpsuRE 1 - aa�iz l quIOizi� llZl - iWl'a� i n �I �.. `f4 I i I LF. 1 ro oN u p . INK E A E i 4 , ANY Y cf+ mnr�H ZI lrA 1 I - 1. m I x L �s Li - LI r Imo" 2-18" DIAM. ACCESS MANHOLES PERCOLATION TEST P- 1 1870 SECTION A -A T Date of Percolation Test: JULY 26, 2007 *CZ PROFILE VIEW OF LEACHING SYSTEM Test Performed By. CARMEN E. SHAY, R.S., C.S.E. *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE Least 24 inches tell) Schedule VC w/Chorcool Odor Results Witnessed By. DONALD DESMARAIS (Barnstable B.O.H. 10' min. from P Flit., EXCAVATOR: Shay Env. Svcs. Existing Foundation house to septic tank Not to Scale Percolation Rate: Less Than 2 MPI 0 36P TOP OF FOUNDATION ELEV. 100.00 (Assumed) 01c: tank co rs must be D BOX cover must be ve 7n to GRADE w/Steel Cover n 5 in. of finished grade 3" of 118" - 112" Washed Peastone INLET over Septic Tank 95.50 Grade over D-Box 98.50 do over SAS 98.50 Grade ) " '.__ _,_ y 'r ... li }' 3 HOLE H-10 314* to 1 112 Washed Crushed Stone OUT ET vcA DIST. BOX�� Test Hole Test Hole 4- PVC (CAPPED) INSPECTIOK PORT TO BE THE ACCESS COVERS F r OR THE SEP11C 'T No. 1 No. 2 S 0.02 14 DISTRIBUTION BOX AND LEACHING COMPDNE 7­ DEPTH SOILS ELEV. DEPTH S-O.ol V Maximum Cover E SET DEEPER THAN 6 INCHES BELOW FINISHED SOILS ELEV. -i C 12' EXIST. Greater Top Or System- Elev. -95.35 INSTALLED AND TO BE WITHIN 6" OF GRAD GRADE SHALL BE RAISED TO WTHIN 6' OF EXIST. PIPE U') STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE 11000 GAL 0 98.50 0 98.50 FROM EXIST. FDUNDATION�/ 9 11� SEPTIC TANK Lon 65' feet Send,Loam Sandy 0) Ld 00 PLAN VIEW INSTALL TUF-TITE GAS BAFFLES OR EQUALS r ------ to 11� 5'' Loam OR 10 YR 3/2 10 YR 3/2 3-2e REMOVABLE COVERS of 2' EFFECTIVE DEPTH 144 L CONCRETE FULL FOUNDATIO Z H-10 0'-3- 98.25 0*-3* 98.25 If ll to 1 2 S,2ef W691ive 6 In.of 3/4*-1 1/2- -0 11 4: Loom Loamy SYSTEM PROFILE $ W 4- 4' y C compacted stone 9 4-,'� 4* Sand - k,T '"',"'�A%�1- I . GENERAL NOTES Sand Not to Scale 4) •clearance �4 e 2' 1 ir 1 5 Units @ 6' 30' IN it to outlet 8,min 0 1. Contractor is responsible for DI safe notification 10 YR 5/8 10 YR 5/8 Z Effective Width i _fINUET*r -6 _TLq.7d-T.W- OUTLET 3"- 36" 8, 95.50 3'- W- 8, 95.50 3-01 F and protection of all underground utilities and pipes. 6 In.of 3/4"-1 1/2 0 -3---1 L-3- I T compacted stone < 5* -7* V -7' 2. The septic tank a7q, distriution box shall be set Mod. Mod. level on 6" of 3 4 2* stone. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6* BELOW GRADE 3 0 EffectIve Length Sand Send M El 4'-D* min. 3. Backfill should be clean sand or gravel with no 2.5 Y 7/4 2.5 Y 7/4 0 36, Liquid depth Z stones over 3" in size. W Bottom of Test Hole 2 Elev.- 87.50 36*- 132' 87.501 C, 87.501 4. This system is subject to inspection during installation 36"-132*1 NONE OBSERVED by Carmen E. Shay - Environmental Services, Inc. Groundwater Observed SOIL ABSORPTION SYSTEM (SAS) 5. The contractor shall install this system in accordance .0o with Title V of the Massachusetts state code, the approved plan CULTEC 3050 INFILTRATOR CHAMBER H-20 (OR EQUIVALENT) CROSS SECTION END-SECTION and Local Regulations. NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" 6. If, during installation the contractor encounters any soil conditions or site conditions that are different TYPICAL 1000 GALLON SEPTIC TANK from those shown on the soil log or in our design NOT TO SCALE installation must halt & immediate notification be I f I I made to Carmen E. Shay - Environmental Services, Inc. Perc #1 7. No vehicle or heavy machinery shall drive over the 6. Depth to Perc: 3 septic system unless noted as H-20 septic components. Perc Rate= <2 MPI 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. Groundwater Not Observed 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. No Observed ESHWT Bedroom ADJUSTED H2O Elev. None ► 10. All solid piping, tees & fittings shall be 4* diameter Schedule 40 NSF PVC pipes with water tight joints. PROJECT BENCH MARK TOP OF FOUNDATION 00 11. Municipal Water is Connected to ALL OF The Residence and Abutting ELEV. 100.00 (Assumed) to Properfles Within 150 Feet. E Bedroom 0 Vent 0 Pip 0� 09 0\ e 1 191.03' Dining NOTE- THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED BY r. TEST HOLE #1 CD NELSON BEAIRSE, DATED MAY 11. 1965 ELEV.= 98.50 entitled " PLOT PLAN OF #217 FULLER ROAD, CENTERVILLE, MA IS E AND IS NOT INTENDED TO BE A SURVEY, PLOT PLAN Bedroom IT SHOULD BE USED FOR NO -PURPOSE OTHER THAN _J THE SEPTIC SYSTEM INSTALLATION. EXISTING 3 Cesspool FORE TEST HOLE #2 ELEV.= 98.50 r EXISTING SAS TO BE PUMPED-OUT AND FILLED IN PLACE 2ND FLOOR SCHEMATIC fir GARAGE NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 0 FROM THE EXISTING SAS TO BE DISPOSED 98 791 IF OF AS PER BOARD OF HEALTH SPECIFICATIONS. MuniciPORCHpai Werter+4ne -- - -­- -4 1ST FLOOR SCHEMATIC -Box EXISTING I ko 4 BEDROOM 11 k6 1 4 BR HOUSE FLOOR SCHEMATIC ASSESSORS MAP - 189, PA I RCEL 069 HOUSE CV I < (Description Provided By Owner) Proposed ZONING RESIDENTIAL #217 Sunroom te 0 0 /Family Room U0- 10, EXISTINGO EXIST. 16' x 20' NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Leach Pit 1000 qal. Of Septic Tank ----------- 0 q 0 EXISTING LL DRIVEWAY GARAGE 0 LOT #1 28,200 Square Feet LEGEND F88XO] DENOTES PROPOSED SPOT GRADE �Pl DENOTES EXISTING \\\ i X 104.46 --- ------- SPOT GRADE Of 189.82' PL PROPERTY LINE L----- ----------------------- PROPOSED CONTOUR ---------------- --------------- 97- - -- - -97 EXISTING CONTOUR ---------------------------I/ ------------------------------------- (40 FOOT RIGHT OF WAY) DEEP TEST HOLE & -------------------------------------------------------------- PERCOLATION TEST LOCATION FENCE ------------------------------------------- - PRIVATE DRINKING WATER WELL REVISIONS s. :A NO. DATE- DEFINITION I. 1 8/7/07 per Dave #1 8/8/07--­ Added Sun Room ALL OUTLET PIPES FROM THE DISTRIFUTION Box SHALL BE SET LEVEL FOR AT LEAST 2 12* CONCRETE COVEII 3- a,OUTLET 2" 6, KNOCKOUTS Ir INLET T PROPOSED OUTLET PREPARED FOR . 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM 4* SCH. 40 T-1/ 1,7,5L.4 PLAN SECTION CROSS-SECTION OF JOHN & DORIAN WALSH" #217 FULLER ROAD 3 HOLE DISTRIBUTION BOX - H-10 LOADING NOT TO SCALE 7 MORTON STREET CENTERVILLE, MA Design Calculations WELLESLEY, MA - 02181 PREPARED BY: Number of Bedrooms: 4 Bedroom EXISTING Garbage Grinder: No C124RHEY E. SffAY Leaching Capacity Required: 440 Gal./Day (MIN. PER TITLE V) Septic Tank : - 2 x 440 Gal./Day = 880 USE EXIST. 1,000 GAL. Septic Tank. A SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch ENVIRONAYEArTAL SERVICES, INC. 0 20 40 50 Bottom Area: 0.74 gal/sq. ft. x 432 sq. ft. 319.68 gallons 1\y M I I Sidewall Area: 0.74 gal./sq, ft. x 192 sq. ft. 142.08 gallons No 118 185 ASHUMET ROAD 0000100111 1 Providing: 461.76 gallons MASHPEE, MA 02649 EMENEEMENE's GIs E?- Use: (5) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, SCALE: 1 "=20' (4.33' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND ITA TEL/FAX": 508-539-7966, 3' OF WASHED STONE ON THE ENDS. SCALE: 1 "=20' DRAWN BY, CES DATE: AUGUST 6, 2007 PROJECT#SD-1048 FILENAME: SD1048PP.DWG SHEET 1 OF 1 GRADE 41! FOUNDATION Or 4D 7LJ M DIRE r%A