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HomeMy WebLinkAbout0782 SOUTH MAIN STREET - Health 782 South MaiaStreet Centerville A= 185-007 SMEAD No.Z�'.ULOR UPC 1204 snmd aom • Made In USA 01A �FAilINOOMY iM1A1f11i�0YW�o No. Fee J. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH 6IVISI6N -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Bisposal 6pstent Construction 3ermit Application for a Permit to Construct( ) Repair(-Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. L 007 Owner's Name,Address,and Tel.No. sr�, So. Assessor's Map/Parcel /of I'• : 99— arezjg , WA C2 Installer's Name,Address,and Tel.No.j"b 9-S"G r{-b3$S Dsigner's Name,Address,and Tel.No.Sze&-379- mm Ai»a p 46sor.iAIrs Ltc. AIMO r•F �l w j Type of ilding: Dwelling No.of Bedrooms Lot Size Ili ill49 sq.ft. Garbage Grinder( ) Other Type of Building &cam No.of Persons 3 Showers(/) Cafeteria( ) Other Fixtures Design Flow(min.require ) �O gpd Design flow provided 357 — gpd Plan Date Sr// Number of sheets Revision Date Title + se, Size of Septic Tank /SO 0 /`/-to Type of S.A.S. /, ei Description of Soil - 4tf-e It Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env'ronmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B and of �y ,rS�ig�ned Date Application Approved by 1 {M�' l Date Application Disapproved by Date for the following reasons Permit No. Date Issued I TOWN OF BARNSTABLE LOCATION .�$a S'. Yh Ia i v� y SEWAGE#ci�'o// VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. r rA V A aE5 Cn S- Stag,- O rl SEPTIC TANK CAPACITY /$"OG LEACHING FACILITY:(type) A®R (size) :2a X3S NO.OF BEDROOMS J OWNER y- e t PERMIT DATE: 7— D- /_� COMPLIANCE DATE: tl l Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility n Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) W N Feet Edge of Wetland and Leachin Facility(If any wetlands exist within 300 feet of lea? 'Vi ty) Feet FURNISHED BY � 3S .�a_Vtq+ t V-11 _ �, O ' t aI���� --•s a y ...3 a�4,t `` , '$1n° p No,i o F . ee ...�.�-� 5 THE{COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH b ft - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatlon for Disposal 6pstem -Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ❑Complete System ❑Individual C"omponents Location Address or Lot No. t-o{' 607 Owner's Name,Address,and Tel.No. Qz So,Ma._., Geo.�e P 3S NA�e6+rfL Assessor's Map/Parcel /r�S ¢� -V: Aa c� gg-iQ j, w AT,, MA p513.1 Installer's Name,Address,and Tel.No:,Co 15• d 3$S Designer's Name,Address,and Tel.No.570 9-3 79- 79of P h'►, P 4 5 },S 1-4L GAR A fi4t o u E. 4 r i W 4fri AIA 6�2 333 Type of Building: Dwelling No.of Bedrooms Lot Size G sq.ft. Garbage Grinder( ) Other Type of Building (�e No.of Persons Showers(/ ) Cafeteria( ) Other Fixtures Design Flow(min.require ) 3 30.- gpd Design flow provided gpd Plan Date S /�(�;(0 I I Number of sheets ` Revision Date Title M/ t Y Sc-, r Size of Septic Tank /SC 0 /Y-/0 Type of S.A.S. /Z j' o2 5" 0-5 3C Description of Soil S C�IA-0 ,A. x Nature of Repairs or Alterations(Answer when applicable) V (J r A y i 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 Env'ronmental Code and not to place the system in operation until a Certificate of , Compliance has been issued by this B and .. o Si ne • Date � 1'-01fZ1_ +I Application Approved by 1M� Z(.�- Date ­7 '� ' Application Disapproved by Date 1 for the following reasons Permit No. U ` Ui ( Date Issued ©�f)� ( I ------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS -BARNSTABLE,MASSACHUSETTS (fertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( V Upgraded( ) Abandoned( )by at SG Q/ has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No. O// �b-dated Installer T��/l "_�.5 Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed a guarantee that the system,!hi fu ,on s esigned. Date. t / /34,9 � Inspector i o ----------------------------- ----- -- No. of �( �(� Feet 02�) t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Disposal *pstr7 Construction permit Permission is hereby granted to Construct( ) Repair �) Upgrade( ) Abandon( ) System located at �z1c1„ V(,L 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 completed within three years of the date of this permit. / Date f r'.Q Approved by /L. G °'l t l',1�* ?✓Z G 1,' `~r Town of Barnstable Regulatory Services Thomas F. Geiler,Director • anxNsrnBM 9 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: �-u"--t i Sewage Permit# Z —agZ- Assessor's Map\Parcel Designer: f'' .?, 03SO C►,4rt5. L.l C Installer: r n Gi scz A-v Address: 206 Address: P.p • fDy ,( 3ak —O 01,S 3� On was issued a permit to install a (date) (installer) septic system at ZSI; SooZN lylkjy Sr. based.on a design drawn by P � A-&-;,0CJfi7-4.5i (address) .�kf . t t C— dated 67—J V—1( (designer) 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 relocat' of the SAS or any vertical relocation of any component o is system) accordance with State & Local Regulations. Plan revision or certi as-buil esi er to follow. rT4 1 \'jN 0F MgSs9 (Ins er's Signature) gp� MI E AEL �yG c PERRAULT m CIVIL -' No.29399 9 F /STEP�� (Designer's Signature) s/ONAL Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUH.T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc P.M.P. ASSOCIATES, LLC CIVIL ENGINEERING & LAND PLANNING CONSULTANTS Jer�a�nur�e�ure��r��vi flfe�ufuae,tada�/ 200 North Bedford Street Tel.(508)378-3421 East Bridgewater,MA 02333 Fax.(508)378-8382 www.pmpassoc.com Board of Health Public Health Division August 5, 2011 200 Main Street Hyannis, MA 02601 Subject: Septic System Piping As-built—782 South Main Street (Project No. 5045.00) Dear Board Members, The septic system was field checked,pipe/component elevations surveyed and the Piping As built Plan prepared per the requirements of 310CMR15.021(3)and 310CMRl5.220. When the system was constructed,the Contractor failed to notify this office to perform the bottom of excavation observation as well as confirm the stone under the septic tank&"D-box". We had the Contractor re-excavate and expose the components so we could confirm the installation and perform the as-built survey. The Contractor was present when the as-built survey was being performed. We requested the Contractor to correct the elevation of the septic tank outlet tee, in order to provide the 2"minimum drop through the tank. This letter is to certify(declare)that, in my opinion, based on what we observed,the individual sewage disposal system presently constructed on this lot has been installed as noted above, in general conformance with the design intent and the provisions of Title 5 of the State Sanitary Code as well as the Town requirements. Any modifications made during construction are reflected on the As-built Plan. This declaration is limited to the provisions of the State Sanitary Code and local Board of Health requirements only. The backfilling & final restoration of the ground surface or other site features are specifically excluded from this declaration. It should be clearly understood that P.M.P. did not provide our client with construction observation or construction management services. The licensed installer is responsible to properly construct the system(PMP is not part of the contract with the installer). It is our understanding that the Board of Health performs certain observations during the construction,which are independent of the services performed by PMP. P.M. P. Associates, LLC does PMP guarantee the operation of the system. Two copies of the As-Built Plan are enclosed. Should the Board have any questions in regard to this letter,please contact me. Very truly yours, P.M.P. Associat F M sy AEL �y G ER AULT m Michael E. P rrault,P.E. " No.29399 y Manager 2/sTEP`�� �ss�0 AL�N�'\a Enclosures CC: Client 07/13/2011 14:36 5084579717 FRANCISCO_TAVARES PAGE 01/02 From: 07/18/2011 00:30 C64 P.M003 1,,1,60, C .v L( ►t /Y k3 rA o�L CIO C 145et L Ipa' coq 11 cl u �� �j 1 782 South Main. St Centerville Ma Layout plan �nA 782 South M Moor plan ain St i 07/13/2011 14:36 5084579717 FRANCISCO_TAVARES PAGE 02/02 From: 07113I201.1. 00:30 M P,0031003 Li - " 11L -�' I Va J—r � ft10r Roo 1 3t%( � 2 a 782 South Main St Centerville Ma � a o Layout plan First Floor °, fit flan 782 South Main St Official Website of The Town of Barnstable - Property Lookup Page 1 of 3 Assessing Division Property Lookup 367 Main Street,Hyannis,MA.02601 Welcome to our new lookupi Please be patient with us as we work out the kinks. Search Tip CLICK search button with mouse OR press "Tab" key to set focus on button before pressing the Enter key. Parcel# Owner Last Name Street No. Address !,Search �� Search ! Search Parcel# Address Owner 185007 782 SOUTH MAIN STREET HASEOTES,GEORGE P TR Details Map _......... _......._ Print Friendly ....... Owner Information-Map/Block/Lot:185/007/-Use Code:1010 j Owner i Owner Name HASEOTES,GEORGE P TR Co-Owner Name SOUTH MAIN STREET REALTY TRUST Property Address Owner Mailing Address j 782 SOUTH MAIN STREET 50-4 CENTRAL SQUARE BRIDGEWATER,MA.02324 Map/Block/Lot 185/007/ ---— ...-- -.-..-- _ .. ....._- .--.....- Assessed Values 2011 -Map/Block/Lot:185/007/-Use Code 1010 ........... .._... ............... ........... -------- — ...— 2011 Appraised Value 2011 Assessed Value Past Comparisons Building Value: $235,100 $235,100 Year Total Assessed Value Extra Features: $3,300 $3,300 2010-$533,300 Outbuildings: $3,000 $3,000 2009-$837.600 Land Value: $286,300 $286,300 2008-$765.200 i 2007-$764,400 2011 Totals $527,700 $527,700 2006-$735.200 - ---- - --.._ ..------ — ._. ........- - Tax Information 11 -Map/Block/Lot:185/0071-Use Code: 1010 Taxes Fire District Rates Town Residential C.O.M.M.FD Tax(Residential) $701.84 Barn FD-All Classes $2.31 $8.05 Community Preservation Act Tax $127.44 C.O.M.M-All Classes $1.33 Town Commercial Town Tax(Residential) $4,247.99 Cotuit FD-All Classes $1.68 g7 28 $5,077.27 Hyannis-Residential $2.04 Hyannis-Commercial $3.24 W Barnstable-Residential $2.65 i W Barnstable-Commercial $2.34 Sales History-Map/Block/Lot:185/007/-Use Code: 1010 History: j Owner: Sale Date Book/Page: Sale Price: LEWANDO,LOUISE MARY Sep 1 2010 12:OOAM #D1147702 $0 LEWANDO,ROBERT ET ALS Sep 1 2010 12:OOAM C192337 $0 HASEOTES,GEORGE P TR Sep 1 2010 12:OOAM C192338 $517,000 LEWANDO,LOUISE MARY Jul 13 1982 12:OOAM #D297054 $0 LEWANDO.EDWARD J 8 LOUISE MARYAug 15 1968 12:OOAM C43417 $0 Sketches-Map/Block/Lot 185/0071-Use Code:1010 Constructions Details-Map/Block/Lot:185/007/-Use Code:1010 Building Details Land ! Building value $235,100 Bedrooms 4 Bedrooms USE CODE 1010 Total Improvements Value $293,854 Bathrooms 2 Full+1H Lot Size(Acres) 0.37 Model Residential Total Rooms 9 Rooms Appraised Value $286,300 Style Conventional Heat Fuel Gas Assessed Value $286,300 Grade Average Plus Heat Type Hot Water Year Built 1925 AC Type None Effective depreciation 20 Interior Floors Pine/Soft Wood j Stories 2 Stories Interior Walls Plastered http://www.town.bamstable.ma.us/Assessing/propertydisplay.asp?searchparce1=185007&s... 7/19/2011 Official Website of The Town of Barnstable - Property Lookup Page 2 of 3 MT(9.45]; i (' , ,Fins, 1 s FI FOP i I I AsBuilt Card N/A Living Area sq/ft 2,556 Exterior Walls Clapboard Gross Area sglft 3,621 Roof Structure Gable/Hip Roof Cover Wood Shingle i --._.._-- ----------—- .....--......... — -.. __ _.... Outbuildings&Extra Features-Map/Block/Lot:185/007/-Use Code:1010 _........ .. . . ........... .. ..............1..... --........... .......... --._....--. Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1.5 stories 1 $3,300 $3,300 I FGR3 Garage-Good 484 $3,000 $3,000 .--........... _.. Sketch Legend i Property Sketch Legend j Print AOF Office,(Average) FTS Third Story Living Area(Finished) SFB Base,Semi-Finished Friendly BAS First Floor,Living Area FUS Second Story Living Area(Finished) TQS Three Quarters Story(Finished) BMT Basement Area(Unfinished) GARGarage UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) CANCanopy MZ1 Mezzanine,Unfinished UST Utility Area(Unfinished) FAT Attic Area(Finished) MZ2 Mezzanine,Semi-finished UTQ Three Quarters Story(Unfinished) i FBM Finished Basement MZ3 Mezzanine,finished UUA Unfinished Utility Attic FCP Carport PAT Patio Outbuilding Listed UUS Full Upper 2nd Story(Unfinished) FEP Enclosed Porch PTO Patio WDK Wood Deck FHS Half Story(Finished) REF Reference Only WKO Wood Deck Outbuilding Listed FOP Open or Screened in Porch SDA Store Display Area i 325,807 views since 4.4.11 Contact ; Director of Assessing Jeffrey Rudziak P 508-862-4022 F 508-862-4722 8:30a.m.to 4:30p.m. Helpful Links to Downloads Abatements Department of Revenue Exemptions Parcel Consolidation Questions about values Town Land Use Codes Helpful Maps All Town Maps Flood Insurance Maps Property Maps Assessing Division News&Updates t n/a http://www.town.barnstable.ma.us/Assessing/propertydisplay.asp?searchparcel=185007&s... 7/19/2011 Official W�b'site of The Town of Barnstable - Property Lookup Page 3 of 3 Related Boards Board of Assessors Owned and Operated by The Town of Barnstable-Information Technology Home Departments&Services I Boards&Committees I Residents&Visitors I Doing Business I Town Calendar Phone Directory Employment I Email Town Hall http://www.town.barnstable.ma.us/Assessing/propertydisplay.asp?searchparcel=185007&s... 7/19/2011 � 1 HANSON 3,dASSOCIATES AMYL. HANSON P.O. BOX ioi* ELMWOOD, MA 02337 JEFFREY A. HANSON TEL: 5o8-697-4258 April 19, 2011 FAx: 508-819-3088 . -� David Stanton Barnstable Public Health Office 200 Main Street Hyannis, MA 02601 Re: Waiver of$100.00 pert test fee,(782 Soi'ctlz Main Street Centerville,MA To Whom It May Concern: •---.._.___.._._.,___.__�_.....--•-_---- Please be advised that I represent George P. Haseotes. Recently, you requested a check in the amount of$100 for an additional perc test fee, as the prior one needed to be rescheduled. The perc test needed to be rescheduled due to error of the contractor and rainfall, not through any fault of my client. 1 nus, as a courtesy, I would request that the fee be waived and the enclosed check returned to me. Since my client already paid for the fee, I would request that an additional fee should be waived since no perc test was done. If you have any questions please call me at 508-697-4258. Yours truly, Ai1`iy L. H son Enclosure WW.HANSONLAWASSOCIATES.COM LHANSON I-iANSONLAWASSOCIATES.CONi kDMITTED IN NEW HANIPSHIRE astable `'ia P# tory Si .es Tay ' �ivisi,,Orvnc , Date- - �� >MA 02601 tj Date Sc le Fee'Pd. Soil Suitability Assessment for Sewage Disposal i Performed By: Witnessed By: - .., �bst."✓.N.#...,.r.,�on. .,&.:fit _ .. � ... t,... � _y..z z�.. _ ..,,,., Location Address .7 8 7_ �;g ti N off!4 rN S r,' Owner's Name 11 C -icvjc6E',MA. o Address (j f o&X?�5— &` r, �j Assessor's Map/Parcel:0!Ap/j P.J124 i L bGa'a Engineer's Name /°.KJO NEW CONSTRUCTION REPAIR Telephone 4S&3-�7°��'Vc! 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 ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) �t x� J 111 Y3 � h\ A,y py � r' Y (��/ 7 W�J��V�II"l/v�lll 4 Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater c::...m.xr;syaa�� -..,:...�:..—�._-7_• '_s:E,.a.�:.�:�..�.r«.s-�.�.'».�.�.._i„ ,».iw--�W-.a.;tr?.,.sYS'3'la'lr_T i17�[�`.'�+r.Z].IS.A,i3T:s7.E +��_:! _., �e�� �. b�� �-� �/���GT� y v r Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, April 20, 2011 11:55 AM To: McKean, Thomas; Stanton, David Subject: 782 South Main St, Cent Tom and David, RE: The cancelled perc test"due to weather"at 782 Main St, Cent: We received the payment required for the rescheduled perc today. (I put it in your in-box attached to its perc form, David) As the person had anticipated, we received a letter from the owner's attorney requesting "as a courtesy', that the money be returned. Do we have the policy in writing? Might want to make sure. - Sharon 1 PER 310 CMR 15.021 THE FOLLOWING DEEP OBSERVATION HOLE # 1 CONSTRUCTION PHASE TASKS ARE REQUIRED: �P 6 SOIL EVALUATOR:___ FATRfCjt�-i_�RF�ARA III .�F�3$___DATE: 5- 2011 _ _ ___ z 1 : P.M.P. ASSOCIATES, LLC. AND THE BOARD OF HEALTH APPROVING AUTHORITY: . DESMARAIS R.S. =_= TO BE NOTIFIED TO OBSERVE THE INITIAL EXCAVATION �. DONALD R 1----__G.S.EL. _3.�i9 -- CP CB/DH PRIOR TO BACKFILLING WITH SAND OR STONE PLACEMENT. ELEV. DEPTH HORIZON SOI . TEXTURE COLOR MOTTLING OTHER �N i (fnd.) SEE SPECIFICATION #8 FOR SUBMISSION REQUIREMENTS. 99.89 0-16" Ap w SANDY LOAM IOYR3/3 NONE FRIABLE, ROOTS, SITE 2: P.M.P. ASSOCIATES, LLC, TO BE NOTIFIED TO OBSERVE 98.55 > <2% GRAVEL, GRANULAR THE BACKFILLING OF THE EXCAVATION AND SAND PLACEMENT. m+ ROAD 02'40 E 16-39" Bw La SANDY LOAM t OYR5/6 NONE VERY FRIABLE, UNSORTED FINE- \� S� 0,49- gEACN r N \ 3: P.M.P. ASSOCIATES, LLC. AND THE BOARD OF HEALTH 96.64 COARSE, FEW ROOTS, 10% GRAVEL. N CB/DH WIRE FENCE 120,00 TO BE NOTIFIED WHEN THE SYSTEM HAS BEEN INSTALLED P COARSE, LOOSE, SINGLE GRAIN, 50�� oo (fnd.) 15' PRIOR TO BACKFILLING. P.M.P. TO PERFORM A PIPING/ 89.22 39-128 C1 SAND 2.5Y6/6 NONE 20% GRAVEL. 0 � ,,Y R.o.w• SYSTEM COMPONENT AS SURVEY AND PREPARE THE 89.22 128" NO INDICA110N OF GROUNDWATER Sc` ao AS-BUILT PLAN. oK�t 103 4: A FINAL AS-BUILT IS REQUIRED BY THE BOARD OF HEALTH PERCOLATION TEST T 1 NP"w PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF p *` COMPLIANCE. THIS AS-BUILT IS FOR COMPLIANCE WITH '.. n CODE REQUIREMENTS ONLY AND DOES NOT REPRESENT PERFORMED BY: PATRICC H_CARRARA III SE318 _DATE: 5-6-2011 ______ ���, ''' ' t� " ° COMPLETION OF THE SURFACE RESTORATION OR APPROVING AUTHORITY._DONALD R. DESMARAIS_R.S. KEY 1 ,1 ,ol > RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES -- EXISTING CONTOURS _ -100-- - 101- I FOR THE COMPLETION OF HIS WORK. DEPTH OF PERC SHELF 4=��_ EL= 97.43 (IN Cl LAYER) LOCUS MAP EXISTING SPOT GRADE 100.6 START PRE-SOAK __1 _04 END PRE-SOAK 11:19___ EXISTING WATER _- WW- ADS ARC36 m TIME ® 12" _1 ��_ TIME. ® 9" * TIME ® 6" * SPEC I F I C AT 10 N S cn SERVICE VENT CHAMBER FIELD __ TIME FROM 9" TO 6" * MIN. PERC RATE _ * <2 * MPI 1. THE COMPLETE SEPTIC SYSTEM SHALL BE CONSTRUCTED EXISTING GAS O -! ,+ IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF SERVICE - G G T 2 I', ��` _ �� �, * 24 COULD NOT MAINTAIN 1 2 * _ _ 310 CMR 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE EXISTING OVER- oHW ---29' 100.1 ' LIMIT OF 5' GRAVEL _ coy C� DISPOSAL OF SANITARY SEWAGE, AS WELL AS LOCAL, HEAD WIRES INSP. REMOVE & REPLACE PARKING I za u' A 3 _ O DEEP O B .� E R V A T I O N` = S O L E # � MUNICIPAL, AND REGIONAL REQUIREMENTS. Z PORT „• '.`999 ��� AREA - 2. ALL PIPING SHALL BE SCHEDULE 40 PVC. x;x p I r •' I Wp EXISTING SOIL EVALUATOR:_-__'ATBQ L Aflj6LA III SFU1$___DATE: 5_6-2011 A I GTF 3. THE SEPTIC TANK SHALL BE PRECAST REINFORCED ...•: CESSPOOL APPROVING AUTHORITY _DONALD R. DESMARAIS R. G•S•EL•- �Q9111 WATERTIGHT CONCRETE (4000 PSI 28 DAYS WITH 4» (SEE NOTE) - - - 1' S.-'-- SUITABLE WATERTIGHT ACCESS MANHOLES (20 MIN.) 20' EXISTIGE I PROJECT BENCHMARK ELEV. DEPTH HORIZON S01_ TEXTURE COLOR MOTTLING OTHER AND PIPE PENETRATION KNOCKOUTS. REQUIRED` GARA WHEN STRUC DUTY TURES RES ARE HTOLBE LOCATEDSINAREAS 99 t6, - COR. OF CONC. STEP IOO.I 1 > / FRGBRANU SOTS, SUBJECT TO TRAFFIC. EL.=100.00 0-19" Ap > SANDY LOAM t0YR3 3 NONE 1E 1 99.7 O O (ASSUMED DATUM) 98.52 0_ D-BOX O I � 4. DISTRIBUTION BOX TO BE A PRECAST WATERTIGHT 19-42" Bw '�' SI NDY LOAM 1OYR5/6 NONE VERY FRIABLE, UNSORTED FINE- STRUCTURE WITH A BAFFLE AND SUFFICIENT PIPE n' 0°� 96 1 1 COARSE, ROOTS, 10% GRAVEL. PENETRATION KNOCKOUTS. NEW 1500 GAL. N � I APPROXIMATE LOT LINE _ �� �f GCO LOOSE, SINGLE GRAIN, COARSE, 5. ALL SYSTEM COMPONENTS SHALL BE- MARKED WITH SEE NOTE i PLAN AND SEPTIC TANK �$ vL 101RpNERS 42-120' Cl SAND 2.5Y6/6 NONE � 20% GRAVEL, STRATIFIED WITH f MAGNETIC MARKING TAPE OR A COMPARABLE MEANS DEED REFERENCES m 90.11 LENSES OF FINE SAND BELOW 72" IN ORDER TO LOCATE THEM ONCE BURIED. #�782,DWELLING `>, I °''� R.L.B Disk 90.11 120 NO INDICA'"fON OF GROUNDWATI=R 6. CAST IRON FRAME & COVER WHEN REQUIRED SHALL BE WATER EXISTINu DWI22f 'oa (fnd.) - MEDIUM DUTY OR HEAVY DUTY FOR TRAFFIC AREAS. SERVICE T.O.F•=1p0';4t w" c II CB DH HIGH GROUNDWATER ADJUSTMENT CALCULATED PER CAPE COD COMMISSION SOLA COVERS PREVENRADNAUTHORIZEDE SHALL BE PAOCCESS PERLY SECURED (SEE NOTE) gSMT =g3' �+ I / TECHNICAL BULLETIN 92-031 \ (fnd.) 7. IT IS THE INTENT OF THIS DESIGN THAT ALL MATERIALS / 1 : TEST PIT 1 , NO INDIACTION OF GROUNDWATER AT 128" (10.7 FT.) AND CONSTRUCTION BE IN CONFORMANCE WITH TITLE V. ' \' / 2a: SITE LOCATED IN INDEX WELL AREA M1W-29 ANY SUBSTITUTIONS OR DEVIATIONS MUST BE APPROVED ' PORCH PORCH � o ` 2b: SITE LOCATED IN WATI'R LEVEL RANGE ZONE A PRIOR TO INSTALLATION. 3: CURRENT DEPTH TO WATER 'FOR WELL M1W-29 ON 5-6-11 =7.1 FT. 8. FILL MATERIAL TO CONFORM WITH THE LATEST ' 4: USING TABLE OF POTENTIAL WATER LEVEL RISE FOR INDEX WELL REQUIREMENTS OF 310 CMR 15.255. CB/DH 120'p0 W M 1 W-29 AND WATER LEVEL RANGE ZONE A, WATER LEVEL ADJ. = 0.9 FT. o) PER 15.255(4) ONE SOIL TEST PER PIT PER REMOVAL (fnd.) �o ~ S 80.58 20 WALK Oti 5: ESTIMATED DEPTH TO HIGH WATER = 10.7 FT - 0.9 FT. = 9.8 FT. DAY SHALL BE REQUIRED FOR SYSTEMS WITH DESIGN cp stD-� FOR TEST PIT 1 EL 89.22 + 0.9 FT. = EL.= 90.12 FLOWS of 2,000 GPD OR MORE. b) THE INSTALLER IS FULLY RESPONSIBLE FOR HAVING A SIEVE ANALYSIS PERFORMED ON THE FILL MATERIALS. SIT I CERTIFY THAT ON 4-2-i991; THAT I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED D'( THE DEPARTMENT OF ENVIROMENTAL �} tF REQUIRED BY THE LOCAL APPROVING AUTHORITY, A Yc MINIMUM OF ONE REPRESENTATIVE SAMPLE SHALL BE 32'75� PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME TAKEN FROM THE IN-PLACE FILL FOR A SYSTEM SERVING SOU . _ DISC . # CONSISTENT WITH THE RECUIRZD TRAINING, EXPERTISE AND EXPERIENCE A SINGLE FAMILY RESIDENCE. COPIES OF THE RESULTS WATER SERVICE NOTE: Q DESCRIBED IN 310 CMR 1 °i.011 SHALL BE PROVIDED TO THE ENGINEER AND THE B.O.H. • 183E 9. THE DESIGN IS INTENDED TO MEET THE TITLE V AND HOUSE IS SERVED BY TOWN WATER. ( s.xL. c 5-6-2011 APPROXIMATE LOCATION IS SHOWN. ` SOIL EVALUATOR:_ � �,,�_�� __-__DAT --- OTHER APPLICABLE REQUIREMENTS. THE PREPARATION --,, 'ATRICK H. CARRARA III SE338 OF THIS PLAN DOES NOT GUARANTEE THAT THE SYSTEM FINAL GRADING NOTE: FINAL SITE GRADING SHALL PROVIDE PROPER NOTES : WILL BE INSTALLED AS DESIGNED, NOR DOES THIS .' PLAN GUARANTEE THE OPERATION OF THE SYSTEM. DRAINAGE AWAY FROM THE LEACHING SYSTEM 1. THIS PLAN IS NOT 11 ENDED TO ESTABLISH PROPERTY LINES OR GARBAGE GRINDER NOTE: AND THE HOUSE FOUNDATION. FINISHED GRADES OWNERSHIP OF LAND. IT DOES NOT REPRESENT A FIELD SURvE:, ARE TO MATCH EXISTING GRADES. BY A REGISTERED Lk:ND SURVEYOR, OF THE LOT LINES. THE DWELLIt,U uvtJ rvuI �unrtLr�� 'r' GARBAGE GRINDER. THIS DESIGN DOES NOT REMOVE AND REPLACE NOTE: SYSTEM P LA N 2. THE NUMBER OF BEDROOMS FOR THIS DESIGN WAS PROVIDED ALLOW FOR THE INSTALLATION OF A GARBAGE SHOULD ANY PORTION OF THE EXISTING SYSTEM BE _ BY THE OWNER OF THE PROPERTY AND CONFIRMED DURING A GRINDER IN THE DWELLING. IF A NEW GARGABE ENCOUNTERED WITHIN THE AREA OF THE NEW WALK THROUGH OF ThE DWELLING. GRINDER IS INSTALLED IN THE DWELLING, THE LEACHING SYSTEM, THE CONTAMINATED SOILS SHALL SCALE 1 = Z2 IID FT 3. THIS PLAN IS NOT TO BE RECORDED AT A REGISTRY OF DEEDS. SEAL AND SIGNATURE ARE REVOKED AND THE BE REMOVED TO A DISTANCE OF 5 FT. FROM THE 4. THERE ARE NO CATCH BASINS WITHIN 50 FT. OF THE PROPOSED DESIGN IS CONSIDERED VOIDED. EDGE OF THE NEW LEACHING SYSTEM AND REPLACED SEPTIC SYSTEM. WITH SAND FILL PER SPECIFICATION NOTE #8. 5. THERE ARE NO SURFACE WATERS OR WETLANDS WITHIN 100 FT. OF THE DESIGN CALCULATIONS PROPOSED SEPTIC SYSTEM. INTERIOR PLUMBING NOTE: 6. THERE ARE NO SURFACE WATER SUPPLIES WITHIN 400 FT., NO KNOWN DAILY SEWAGE FLOW: THE CONTRACTOR SHALL VERIFY THE EXISTING BUILDING PUBLIC WATER SUPPL` WITHIN 250 FT., AND NO KNOWN PRIVATE WATER _3_ BEDROOMS ® 110 GPD = 330 GPD SEWER INVERT PRIOR TO CONSTRUCTION. SUPPLY WELLS WITHII` 150 FT. OF THE PROPOSED SEPTIC SYSTEM. _ ALL INTERIOR PLUMBING IS TO BE PIPED INTO THE TOTAL DESIGN FLOW = _330 _ GPD THE BUILDING SEWER TO THE NEW SEPTIC TANK. 7. THE INSTALLATION OF THE NO AGGREGATE HIGH CAPACITY SYSTEM GARBAGE GRINDER NOT ALLOWED (SEE NOTE) MUST BE DONE BY A PERSON TRAINED BY ADVANCED DRAINAGE EXISTING CESSPOOL NOTE: SYSTEMS, INC. TO INSTALL THIS TYPE OF LEACHING SYSTEM. SEPTIC TANK CAPACITY THE EXISTING CESSPOOL IS TO BE PUMPED, 8. THE INSTALLER MUST INSTALL THE SYSTEM IN ACCORDANCE WITH SINGLE FAMILY RESIDENTIAL: CRUSHED, AND BACKFILLED. COMPANY TRAINING Ohl THE INSTALLATION OF THE SYSTEM AND THE TOTAL DESIGN FLOW X 200% = _ 660_ GAL CONDITIONS OF THE !'EP CERTIFICATION TRANSMITTAL #X235253 TOTAL CAPACITY PROVIDED = _1500 GAL BREAKOUT ELEVATION NOTE: MODIFIED JANUARY 1 ' , 2011 THE BREAKOUT ELEVATION IS THE TOP OF CHAMBER 9. THIS SITE IS NOT LOCATED IN A DEP ZONE II. ELEVATION. THE 15 FT. DISTANCE IS TO BE MEASURED FROM THE BOTTOM OUTSIDE EDGE OF THE CHAMBERS. LOCAL UPGRADE REQUESTS (PER DEP TRANSMITTAL No. X235253) FIELD CHANGE NOTE EXISTING CONDITIONS/TOPOGRAPHIC SURVEY BY: NO FIELD CHANGES TQ THIS DESIGN ARE ALLOWED 1 : 310 CMR 1 5.405( 1 )(b) ALLOW AN INCREASE IN DEPTH P.M.P. ASSOCIATES, LLC WITHOUT THE APPROVAL OF THE LOCAL APPROVING OF THE S.A.S, r " AUTHORITY AND THE PROFESSIONAL ENGINEER ROM 36" TO 72 (4, 1 ' MAXIMUM) SOIL ABSORPTION SYSTEM: 200 NORTH BEDFORD STREET WHOSE STAMP AND SIGNATURE ARE ON THIS PLAN. EAST BRIDGEWATER, MA. PERC RATE =SCMPI DESIGN RATE _ <5 MPI _ - _ 7TTHIS HIS DOCUMENT HAS BEEN PREPARED FOR EFFLUENT LOADING RATE 27_ GPD/SF LOCAL BENCHMARK �µ c � � HE PRIOR TO CONSTRUCTION, A BENCHMARK SHALL BE PLACED PLAN REFERENCE DEED REFERENCE F.I.R.M. MAP 250001 0016 D �,���PnnICHAE�s�9�� DOCUMENT MSDINTENDED �ORYTHE I _330 GPD / 0_74 GPD/SF = _446_ SF WITHIN 50 TO 75 FT. OF THE LEACHING FACILITY. THE L.C. PLAN 8884J Doc. No. 1 ,147,706 THIS SITE IS LOCATED IN ZONE C EXISTING DWELLING PERRi , SPECIFIC PURPOSE ASSOCIATED WITH THE - ADS ARC36 LEACHING CHAMBERS ' BENCHMARK WILL NOT BE SUBJECT TO DISLOCATION OR Ctf. No. 192338 INSPECTION PORT NOTE: ZONING DISTRICT R D- 1 N�:� � � SEPTIC SYSTEM ONLY. IF THIS DOCUMENT "NO AGGREAGTE" FIELD CONFIGURATION LOSS DURING CONSTRUCTION. IS IN THE POSSESSION OF ANY OTHER ACTUAL AREA = 11 .5 FTx25 FT = 287.5 SF. INSTALLER TO PROVIDE t INSPECTION PORT. ASSEGSOR'S MAP 185 LOT 007 PERSON OTHER THAN THE PERSON NAMED PROJECT BENCHMARK INSPECTION PORT TO BE INSTALLED THROUGH �I�'i�``'" HEREON OR THEIR AUTHORIZED AGENT, PER DEP TRANSMITTAL NUMBER X2 480 COR. OF CONC. STEP THE INSPECTION PORT CUT-OUT IN THE TOP 16,210 S.F.t ' Z THEN THE SEAL, SIGNATURE AND DESIGN EFFECTIVE AREA - 4.8 SF/LFx100 LF - 80 SF. " EL.=100.00 OF THE CHAMBERS. ARE REVOKED. TOTAL AREA 480 SF. > 446 SF. REQUIRED. }� (ASSUMED DATUM) PROVIDE RISER AND CAST IRON ADS CHAMBERS SUPPLIED BY: INSPECTION PORT (4"0 SCH 40 PVC n TOP OF FOUNDATION.100.22t PROVIDE RISER TO WITHIN INSPECTION PORT (4"0 PERF. SCH 40 PVC) ) 4 ROWS OF ADS ARC 36 FRAME AND COVER AT +� CAPE COD WIN WATER WORKS Co. PROVIDE SCREW CAP TO WITHIN FINISHED GRADE 6 OF FINISHED GRADE PROVIDE SCREW CAP TO 174 AIRPORT ROAD 3" OF FINISHED GRADE. � LEACHING CHAMBERS FIN. GRADE 98.8E (COVER EXCEEDS 9 ) WITHIN 3 OF FINISHED GRADE. - 174 AIRPORT MA. 02601 (SEE NOTE) FINISHED GRADE EL.=99.8f TOP OF CHAMBER NOTE: NO AGGREGATE IS USED SEPTIC SYSTEM (MATCH EXISTING) (SEE SPEC. #6) FIN. GRADE 99.7E PERFORATIONS TO BEGIN BELOW THE FIN. GRADE 99.4E XTILE (MATCH EXISTING) LEVEL OF THE TOP OF THE CHAMBERS. (508)862-0166 (MATCH EXISTING) `1 FIEs� EL.= 96.30 (SEE NOTES 5 & 6) MATCH EXISTING (SEE NOTE) FAEXISTING VENT WITH FILTER GEOTFABRIC I REPAIR DESIGN 4"� BUILDING ,' -- -------- _ (MATCH ) CHARCOAL FILTER - -- -_ - -----t- - `� MAX. SLOPE SEWER 6„MAx _._�. .. _ - -------- - FOR W ; -. e 3.5 FT.t INVERT I Sc 02 F s" MIN 20"MIN. -__-- _ °0 (LOCAL UPGRADE L. 95.80 -- -- �, 3 HORIz. 782 SOUTH MAIN STREET PROVIDE WATERTIGHT -- FT./FT. NA 20"MIN. COVER. „ �c`: SAN FILL PER (MIN.) 6"MIN. 4"A sCH 40 TOP OF CHAMBERS s�Ec. #8 \ 15 FT MIN. DISTANC 1 vERT. C E N T E R V I L L E M A SCH, L= 6 FT. EL.= 96.30 GEOTEXTILE I "Ni.40 PVC PIPE r AIR SPACE L=•}AFT - FILTER FABRIC 3.5 FT•t �' '< , - (SEE BREAKOUT NOTE) BASEMENT FLOOR SEXIST. INVERT AT 6" S_ OD2 FT/FT. (SEE HEADER NOT (LOCAL UPGRADE) N EL. 93.14E 2" TO 3" FLOW LIN S= 0.02 FT/FT. PREPARED FOR FY, OUND.= 97.13 - LEVEL FOR 2 FT. ` , N (SEE INTERIOR t0" v; f BOTTOM OF CHAMBERS EL 95.22 PLUMBING NOTE) "W 6" 34.5" 34.5"------I- -34.5"---' 34.5" GEORGE P. HASEOTES _ INLET INN. - W 1 .5'( C/O MALDEN R.T. EL.= 96.34 NEW c ^ tx INLET INV. OUTLET INV. 6" LAYER EL.= 95.88 BOTTOM OF CHAMBER LEACHING CHAMBER FIELD NOTE: P.O. BOX 395 EL.= 96.05 CR. STONE INLET INV. 25' Ia 1500 GAL. o EL.= 95.80 EL.= 95.22 5 FT. MINIMUM THE ADS ARC�'36 CHAMBERS ARE TO BRIDGEWATER, MA 02324 cn SEPTIC TANK : �� » BE BACKFILLED WITH TITLE 5 SAND 0 5.1 o FT. PROVIDED 508-331 -4953 BOX w INSTALLER TO REMOVE & REPLACE TO THE LEVEL OF THE TOP OF THE p OUT INV. D O ^ BOTTOM OF CHAMBER o (5 UNITS AND 2 END CAPS PER ROW - 4 ROWS TOTAL) i CHAMBER UNITS. NEW 1500 GAL EL TO BE WATER TESTED TO EL.= 95.22.= 96.09 -> TOPSOIL, SUBSOIL OR OTHER UNSUITABLE � > � ,t PREPARED BY SEPTIC TANK ;'s" urER CR. STONE:_: CONFIRM EQUAL DISTRIBUTION z � ROWS OF OR IMPERVIOUS SOIL A MINIMUM OF 5 FT P. M. P. ASSOCIATES LLC c' - DURING THE AS-BUIILT SURVEY Q, TM LATERALLY IN ALL DIRECTIONS BEYOND THE ADJ. SEASONAL GROUNDWATER EL. 90.12 (Tpl) ZABEL A1800 EFFLUENT FILTER k D S ARC 36 OUTER PERIMETER OF THE SYSTEM AND DOWN - 200 NO. BEDFORD ST., E. BRIDGEWATER, MA OR EQUIVALENT IS REQUIRED � TO THE NATURALLY OCCURRING PERVIOUS DETERMINED BY: CAPE COD COMMISSION TECHNICAL BULLETIN 92-001 508-378-3421 fm w ON OUTLET PORTANT HOMEOWNERS NOTE: CHAMBER FIELD HEADER PIPE NOTE: `'- o LE9AC-i I N G CHAMBERS MATERIAL AS NOTED WHEN THE FOLLOWING (SEE ABOVE CALCULATION) www.pmpassoc.com ul - NO AGGREGATE BOX IS CHECKED. SEE SPECIFICATION #8 M S Y S T EM PROFILE THE SEPTIC TANK IS PROVIDED WITH A THE LENGTHS OF THE HEADER PIPES FROM THE TM SCALE: AS NOTED PROJECT NO: SO45.00 TT TYP . ARC :. 6 CHAMBER SECTION FILTER ON THE OUTLET TEE. THIS D-BOX TO THE CHAMBER ROWS WILL VARY. `r' FIELD CO N FI G U RA t ION REMOVE A AND B HORIZONS AND C LAYERS � DATE: 5-14-201 1 REVISION : ______ FILTER MUST BE CLEANED ANNUALLY ALL CHAMBER ROWS ARE TO START AT ADJUSTED SEASONAL HIGH GROUNDWATER AS SHOWN IN SOIL LOGS TO AN APPROXIMATE - Q NOT TO SCALE AND WHEN THE TANK IS PUMPED. THE SAME INVERT ELEVATION (95.80). - EL. = 90.12 (Tpt) ELEVATION OF 96.1 f DEPTH VARIES NO AGGREGATE„ FIELD CONFIGURATION NOT TO SCALE