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HomeMy WebLinkAbout0404 MAIN STREET (CENT.) - Health (2) i 404 Main Street' , Centerville A.=208 — 123 I No. 42101/3 ORA ESSELTE 10% 0 © O O YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. { DATE: Fill in please: APPLICANT'S YOUR NAME/S: nr tour �� W- C'o��s a�fU BUSINESS YOUR HOME ADDRESS: ae.o CA >o r r«e- rr� 62b3y TELEPHONE # Home Telephone Number S o& SoFs aN► - a4'3� NAME OF CORPORATION: (' =scia NAME OF NEW BUSINESS Cot,c--sa.,j© 0c*jsVcT1,J4. TYPE OF BUSINESS r'hjsa IS THIS A HOME OCCUPATION? YES NO-L u Q ADDRESS OF BUSINESS blot/ n2&tW Sr- C'�7rTan�rruc�y,,4 azb3 y MAP/PARCEL NUMBER ZOI �J (Assessing] When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This-form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM SIO ER'S OFF E This individu I h4s a infor. a fan er it requirerpents that pertain to this type of business. Aut oriz S'gr at * C / MMENT r s BOARD OF HEALTH If This individual has been informs t ermit r irements that pertain to this type of business. Authorized Sign **- COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: f TOWN OF BARNSTABLE 1 -LOCATION.,ioq MCLINse SEWAGE# :1 C)l i - `(), VILLAGE Ce J6! ASSESSOR'S MAP&PARCEL-z- 12Z INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) A Cc SCJ}g, }, `10 (size) NO. OF BEDROOMS 2.1, P'$) M i X JSr" O yC,e r A fxo-.n.v4__ OWNER - v cam➢ PERMIT DATE: 4 1 c �` COMPLIANCE DATE: 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 Leachin&Facility(If any wetlands exist within 300.feet of leaching facility) Feet FURNISHED BY"000Cn ZCOLt:�Q A K - '2-2C5 - 3 r a-38, � �- 3�•G 52,'L 3- 7-401I 33; No. V li �1 Fee o U v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftptitatiou for Zisposar *pstrm Construction permit Application for a Permit to Construct( ) Repair(.Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. y&/Ajju.,� S� �P,,K,�yl lye Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2 i2yl,-, Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ays/ks .,4 /ctcti✓ Z..�.rr SO S` ` ys 4ae"-Is Type of Building: W C e � .)2 0 al4 .�. a/oo spa 9(' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Ax"d(/$t No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 7 7 -5— gpd Design flow provided S 2 2 .$ gpd Plan Date Z 1, f 1 Number of sheets 'Z Revision Date Title Size of Septic Tank L Xf���nic Type of S.A.S. 414 '3G d e W-20 Description of Soil Nature of Repairs or Alterations(Answer when applicable) ""V U,.// yea, S, S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed /G�_ Date /0 Application Approved by Date Application Disapproved by Date for the following reasons -� Permit No. a l! {I ' 0'a— Date Issued —� ------------- - ------------------------`-------------------------------- mot. No. U I I f !P�' � Fee QU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pprication for Vsposlaf 6 stem Construction permit Application for a Permit to Construct( ) Repair(y)-l"Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. golll*v,,V S p Owner's Name,Address,and Tel.No. Assessor's Map/Parcel .2U _ 2 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. /,9C1,15/o it 3ict,v Z`� /= i* S'C -,/(;o- /5 9 "5 5 Gt e45 5*,177-57/ Type of Building: + 2luo SFv �e � )20ypd4 lS7SGod Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) ' Other Type of Building my, No.of Persons Showers( ) Cafeteria( ) Other Fixtures C Design Flow(min.required) 3 7 7 -5- gpd Design flow provided 5 2 2,4?, gpd Plan Date—2 �. + 1 Number of sheets',2 Revision Date Title Size of Septic Tank LrX�� „t,� Type of S.A.S. 41e 3,-_ /J( //-20 f Description of Soil Nature of Repairs or Alterations(Answer when applicable) in/< Ft, f� NYc✓ S./�. Date last inspected: i Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued-by this Board of Health. Sigued / .A,._ Date /8 Application Approved by Date Application Disapproved by Date for the following reasons I Permit No. p 10 'L Date Issued THE COMMONWEALTH OF MASSACHUSETTS '! BARNSTABLE,MASSACHUSETTS ! (Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(*Ole' Upgraded( ) Abandoned( )by 2,1,,f.r. 4 /?m%A,,✓ at tf(�/ AiJ``5 f K has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a I 1 d7. dated q b41/ Installer ,xt, r, 'A Designer 1 r, , 5 4­4,z I� #bedrooms P 8r d f a dn+I+al UO S F 00211Lk Approved design flow 5;4�s 3-7 7, .C''d d gpd —a The issuance of this perm' sha d not be construed as a guarantee that the system 1 funct 'Y e ned. Date (� ����1 Inspector ----- --------- .------'1----------------------- --------------------------------------------------- --------------- No. a 0 0 - r' f_ Fee ZOO — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction hermit Permission is hereby granted to Construct( ) Repair(e< Upgrade( ) Abandon( ) System located at HDA/ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I Title 5 and the following local provisions or special conditions. Provided:Co strut ion must be completed within three years of the date of this permit. Date / // Approved by , � RA (GC sS,ed Nu rev,3Pc JIAr,j i Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division KAM Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1 Sewage Permit# Assessor's Map/Parcel Installer&Designer Certification Form Designer: n e ^ wads. �"'C Installer: ;), A ex c: Address: Address: . g a K t MA (At 4Z43Z On p' ° �''^ r was issued a permit to install a (date) (installer) septic system at Lis 'J tAo based on a design drawn by (ad(dress) V-711 dated Z (2. (i if (designer) ISo 1 Cog 4I— Po--�L Ft'4114If . X 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. Stripout (if required) was inspected and the soils were found satisfactory. 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 & Locaf Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) w ected and the soils were found satisfactory. , N oFnA PETER T. <`s . (Installer's Signature) CID ��CEiNi�EE ,o ,p No.35109� 2 (De igner's Signature) (Affix Desigflt ere) 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. gAoffice formsWesignercertification form.doc c� Town of.Barnsta..ble P# 3 oar, - • . ' Department of Regulatory Services i sws Public Health Division Date 1e39.- �� 200 Main Street;Hyannis MA 02601 Date Scheduled Z l t �w w►1�,I( to a'ob "`a "hi tg` Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: `' I 'G�-+L I-�-� Witnessed By: LOCATION& GENERAL INFORMATION Location Address tjj 1 M a c� Owner's Name . l S� yA Cep►-e.�f 1 lx Address `o,`J fit`^ r S Assessor'sVMap/Parcel: �L[JS -( 2"�j Engineer's Name f64-1mc NEW CONSTRUCTION REPAIR Telephone# Y QT'7 3-7-\f 1 6 F Land Use M(,c $ Slopes 7* Surface Stones IX JA' Distances from: Open Water Body_ t'V-0 _ft Possible Wet Area /�/A ft Drinking Water Well 13.ft Drainage Way Z 0 ft Property Line ft Other` ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) Ai;\ S A '/Ij I lD Parent material(geologic) yJ h1fs4"� De th to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: __- _ in, Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well:# Reading Date: .index Well level_�_.-v._.. AdJ,factor Adj..Groutldwater level PERCOLATION TEST bate. 'Thne. Observation Hole# Time at 9" Depth of'Perc y k f e-, Time at 6" 2N Start Pre-soak Time® _ l y Time(9"-610) End Pre-soak Rate Min./lnch. Site Suitability Assessment: Site Passed 04- Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one (1)week prior to beginning. Q:\SEPTIMERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil`Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Ol DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ;rav o r, ` V .. w M-c 5C__" Z.s Y 4/L" DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o si Flood Insurance Rate Math:, Above 500 year flood boundary No_ Yes _._____ - _ within,500 year boundary No Yes Within 100 year flood boundary No, Yes Death of Naturally Occurring.Pervious Material Does atleast four�feet.of naturally-occurring�perviou material exist in all areas observed throughout,the area proposed for.the soil.absorption system? If not,what is the depth of naturally occurring per ious material? Certification �4 ! I certify that on 1� � (date)I have passed the soil evaluator examination approved by the: Department of Environmental Protection and that the above analysis was performed by me consistent with . the required trainn ,expertise and experience described in10 CMR 15A17./ Signature _ Date Qi1SEPTIC�PBRCFORM.DOC L 0 C TION SEWAGE PERMIT NO. VIL AGE N deg u, i I6e INSTA LLER'S NAME & ADDRESS 41 y 1�07z ru su-IL D_.ER OR OWNER e/Q Al he-Ko DATE PERMIT ISSUED �•3 � $ � DATE COMPLIANCE ISSUED ReA 2 4r,,AUew i cvoo l01 Sept pQ a Fc.e►2 Fins.........s.2�...... .. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ........-:........... .................OF..........................---..._.I..,.--------...................._..................... :`. -Appliration for Dwpoti al Works Toustrur#ion Famit Application is hereby made for a Permit to Construct ( ) or Repair ('k,�) an Individual Sewage Disposal System at: ....�� .:....... C.<< Y.1,L!�........................ Location.Address or Lot No. ......................e.s coa ---.----kn ....................••-•-••----•-•-••••---••• --.....----------------------••--------•-• ---••----•--_._._ .......................... Owner Address a •--..... :..�....1 v f �! ---------------------------------------------------------- ----------------------------------------------------------------------------------------•-------.. Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) p4 Other—Type of Building '.......................... No, of persons............................... Showers ( ) Cafeteria ( ) Other fixtures a.-e� ct. _ �..%.....2..,G, .,.._ - WW Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 -------------•------•--•--....------........--•--•--------------..........._----•----.........••--•-......................................................... 0 Description of Soil......................................................................................................................................................................... x W U Nature of Repairs or Alterations—Answer when applicable- __-° �___/. 71, � _ t!!C ... ° -- f' Agreement:OY7,146-1 7 ASK ro i ®r — The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has �eby th , and o �Ith. Signed-- e � os/// /? D to -- --- - -Application Approved By-• — ��....k-- - ----- - --- ---- ----------- ------ll ��-----......... Date Application Disapproved for the following reasons:---•----••-•-------•------------------------------------------•----•-----•-----•-----------------------••--•.. ••-----...-•---•------------------•--.....-----...-----•----.........----•------------•.....-------------•----•---••-------•--•-------------------•-----------•-•-•--- ............................... Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....---....-- ................OF...........................------........----.-----------------------..................... Appliratioat for Ropouaal Works Toatutratr#iott Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (< an Individual Sewage Disposal System at: ..1v+ PAA1 G.�.vtt.�fir....................... - -----...._.... ....................... ---------...------•---•......-•---•-•-•--------------•....._......_._.........................--- C�rR� catio Address o. Lot No. .............................................. ..,................_._.... ................ ..._......_.....: .._.. ...... ......--....................... Owner Address ,-� ............... . ...---••---------•--------------------------------------•-----------------------.........--_.... Installer Address dType of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) ............................ No. of ersons____________-_-__-__-___-___ Showers — Cafeteria Other—Type of Building ' p ( ) ( ) QI Other fixtures -_ 1at)..__ _ . ....... ..... a._ �" WDesign Flow............................................galler person per day. Total daily flow..........._................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter................ Depth......... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (T., Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' ------------------------------- •--•.................... --------------------------------- ------------ ----------- •------- •---- --------------------------------- 0 Description of Soil..............................................•------------------...--------------------------------------------------...------------------------------------•-------••- x U ---------------- •........... -.--....... .... .................. •------------------------------------------------------------- •------------------------------------------------------ ------------- W ••---•-••••••---------••--••-------•-------••---••-----•-•-•-•-•---••---.....---•••-•••--...•--••-----•-•••••-•-------------------•--•--------•---.... ------•------------------------------_..... UNature of Repairs or Alterations—Answer when applicable.____-4W- -_-//W_�.Z .d?^J_ ................... tRrn/5�...... N7L'?v..-•----•----•-------•-•-•--•-••----•-•---•---•...................•----•-----•----••---•-•-----•--- Agreement: The undersigned agrees to install the'aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n ' e by t . and of health. J Signed----- - ... -•. -------•-------------•---•--•----•---•--•----•--•-- �13 D t Application Approved B __.., ----•-... -• . --•••-•---•---•---•---•-------•• ----- �o' Date Application Disapproved for the following reasons:---•-----------------•-•--------------------------------------•------------------------------------------------- ----------------•-•-•--------•---•-••-------•------------------------------------•--------------------------•-•---------------------------------------------------------•------------------------------- Date PermitNo......................................................... Issued-................................0...................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF......................................I.............................................. Tntifiratr of TomptiFattrr THIS IS CERT Y, the Individual Sewage Disposal System constructed ( ) or Repaired ... ..by 4% x_..... o�` +� Inst)Iler at---------- .'Q ........ ' i!' . has been installed in accordance with the provisions of TITLE, 5 & The State Sanitary Code as described in the application for Disposal Works Construction Permit No._s1``_7_.-__.____.r.. .......... dated-............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU S A GUARANTEE THAT THE SYSTEM WI L UNCTION SATISFACTORY. DATE.-...�llr,l.......................................................... Inspector ----------------...........---............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No. '?rG7 .......................................O F..................................................................................... ,...•— ,�... FEE...--•-•--•--.......... Disposal Works Totau#rt iott rrutit Permission is hereby granted.... ' ��' � ¢ --------------------- •------------------------------ ....... •---..---•------- to Construct (, ) or Repair ( n Individual Sewage Disposal System atNo........----� ......... !YEA.......: .........C...... .t- ..................................................................................... Street as shown/thepli tion for Disposal Works Construction Permit No..................... Dated.._...._._..................._............ Board of Health DATE.. ....... -------------------------------------•-- FORM 1255 f4OBBS & WARREN. INC., PUBLISHERS U 09 • � 5 f # — 6 x 6' L E/9cf H P/T �c CE�S/='O 4- C4 r - i OF iu EVERE HtNCKLt� H I N' A, ti:F Y FQ ��, �� �� � f LEGEND N Qa -- 98 --EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE Faye W EXISTING WATER SERVICE m°�¢ LOCUS G EXISTING GAS SERVICE Bums River Rd —O.H.W.— UNDERGROUND WIRES N �. P e.92 TEST PIT %P > t^t^ m L o A 9 .53 a 1 100A7 Bacon Lane Church Hill Rd 01 ,�r7 of pT LOCUS SCALENOT TO M AP e o� 101,14 Benchmark Set .,�� GENERAL NOTES: MAGNETIC NAIL EXISTING 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EL.=100.22 (Assumed) 1oo.B5 /B LDIIdG BOARD OF HEALTH AND THE DESIGN ENGINEER. Ul 99,71 1� 404 Mvin Street 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �# OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ' `100 MAG,NAIL MIXED"USAGE— OFFICE -310 CMR 15.405(1)(b): 100.00 100.41 � t; ,'. : BR. & APARTMENT/ �� 100 6 WALK ',oF i 1) A 10' variance, S.A.S. to cellar wall, for a 10' setback. EXISTING LEACH PITS ..,Q . '):;. Q 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR CONTRACTOR TO LOCATE, PUMP, t, :. �' trash �o TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 0,95 fa o , DESIGN ENGINEER. FILL WITH SAND & ABANDON APN 208-1 23 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING `, - 65OOfS.F. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN `/ ENGINEER BEFORE CONSTRUCTION CONTINUES. PAR N 101.48 pi 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 1 TM 6 '�gs 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 101,1 101,42,E THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Cj ` ' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. w i r �o V 1 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. �TF-1� 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. EXISTING SEPTIC TANK 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS o �.` (TO REMAIN) �� O �� ,lt �r y �; � A,- 'V AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE TOP OF TANK, EL.=99.78 p : �; ; ,r ; Q 0� DIRECTED BY THE APPROVING AUTHORITIES. / i �yy� INV.(OUT)=98.45t L ` _��t , `�.� ; 10 3'2 Q 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 100,56� VENT, -, `' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 10 2; 40�F CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS EXISTING LEACH PIT IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE TO BE PUMPED AND FILLED 101, � �ry0' EXISTING GAS SERVICE (REMOVE & RPLACE) WITH CLEAN SAND AS SPECIFIED IN UIT CMR MATERIALS WITH SAND, OR REMOVED. O CONTRACTOR TO CONSULT WITH GAS COMPANY 12. AREAS REQUIRING STRIPOUT T UNSUITABLE MATERIALS SHALL BE (SEE NOTE 11) INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. O PROPOSED S.A.S. 13. ENGINEERING WORKS, INC. IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED ©100.44 ADS Arc 36HC H-20 Units SEPTIC SYSTEM COMPONENTS THAT MAY EXIST ON THE PROPERTY. CUT PAVEMENT AS REQUIRED 14. SUBJECT SITE DOES NOT LIE WITHIN A STATE REGULATED ZONE II, BUT (SEE SHEET 2) DOES LIE WITHIN THE ESTUARY PROTECTION DISTRICT. 0 F MAsS EXISTING LEACH PIT ��P� q�yG PROPOSED SEPTIC SYSTEM UPGRADE PLAN TO BE REMOVED , o PETER (SEE NOTE 11) pAcENTEE 404 MAIN STREET, CENTERVILLE, 'MA � o "' PLAN REVISIONS — 6/1 CIVIL/11 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 PLAN REFERENCES No. 35109 1. ADDED SOIL LOG - PLAN APPROVED FOR DESIGN O Engineering b SCALE DRAWN JOB. Na. 1) TOWN PROBUMP'OSURIVOER INTERSECTION BY TOWN SUVEYOR. EVALUATION EET WITH EOIL ATETIMEUOF�NS INSTR TO ALLATION. SOIL;" �p�F C/SZ�R� �`�� 9 9 y Inc. 1"=20' P.T.M. 263-11 S Engineering Works, 2) LAND COURT PLAN 15211 A 2. REMOVE POLY LINER SINCE ABUTTING CRAWL SPACE C l 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 3) PLAN BOOK 43, PAGE 61 FLOOR ELEVATION IS ABOVE BREAKOUT ELEVATION. -1L CQ I (508) 477-5313 2/2/1 1 P.T.M. 1 Of 2 L NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.98.3 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. , INSTALL RISERS & COVERS OVER INLET & PROPOSED S.A.S. CHARCOAL . OUTLET AND SET TO 6" OF FINISH GRADE' INSTALL RISER & WATERTIGHT FRAME INSTALL INSPECTION PORT OVER END UNIT VENT T.O.F. & COVER (H-20) SET TO GRADE CONNECT EXISTING F.G. EL.=101.5t F.G. EL: 101.4f F.G. 101.3(MAX.) ALL LINES TO VENT f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. ' BIAXIAL GEOGRID-BX TYPE INSPECTION L = 20' L = 11'(MAX.) TEND 1 FT. BEYOND S.A.S. PORT S=1% (MIN.) S=1q (MIN.) 4"SCH40 PVC 4"SCH40 PVC 12" 6" i0"I " g 14" JN 10.75" TO EXISITNG 48" LIQUID INVERT LEVEL ADD GAS BAFFLE INV.=98.20 PROPOSED INV.-98.03 6 ROWS OF ADS ARC 36 UNITS (SEE S.A.S. CONFIGURATION) INV.=98.45t D-BOX INV.=97.90 EXISITNG SOIL ABSORPTION SYSTEM (PROFILE) 17.4s" 14* FL EXISTING SEPTIC TANK BIAXIAL GEOGRID / BX TYPE �INSTALLED� PRODUCED BY TENSAR CORP. I LENGTH ATLANTA GEORGIA 9.45" NOTES: RESTORED DRIVEWAY SURFACE 16" 12.37" COMPACTED, CLEAN GRAVEL BACKFILL 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BACKFILL WITH CLEAN PERC SAND INVERTS, PRIOR TO INSTALLATION. 18" TOTAL COVER (MIN.) T TOP OF CHAMBERS 10.38" 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE INVERTZ DOME END ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP '' HEIGHT STONE BASE, AS SPECIFIED IN 310 CMR 15.212 (2). TOP ELEV.=9 7.9 POST END INV. ELEV.=97.90 12" 3) INSTALL INLET & OUTLET TEES AS REQUIRED. C33.175" BOTTOM ELEV.=97.00 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY 5' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. MIN. SEPARATION 2.83' DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. TO HIGH GROUNDWATER EFFECTIVE WIDTH=17.0' 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 UNITS MUST Arc 36HC SIDES PORT STAMPED COUPLER EXISTING SUITABLE NO GROUNDWATER, EL=91.1 UNITS MUST BE STAMPED H-20 MATERIAL ADVANCED DRAINAGE SYSTEMS,INC. 6 ROWS OF ADS ARC 36 UNITS (SEE S.A.S. CONFIGURATION) 63.25" SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION DESIGN CRITERIA R-4* A3 1-76 16" 34.5" REFERENCE SEWAGE PERMIT: 82-673 APPROVED FOR MIXED USAGE ROW 1: 4 UNITS + 0 COUPLERS = 20.0, SOIL LOG ROW 2: 4 UNITS + 1 COUPLER = 21.2 OFFICE SPACE = 2100 SF @ 75 GPD/1000 SF ROW 3: 4 UNITS + 2 COUPLERS = 22.4' = 157.5 GPD ROW 4: 5 UNITS + 1 COUPLER = 26.2' DATE: MAY 2, 2011 2 BD. RM. APARTMENT © 110 GPD/BD. RM. ROW 5: 5 UNITS + 2 COUPLERS = 27.4' SOIL EVALUATOR: PETER McENTEE (SE#1542) TOP VIEW = 220 GPD ROW 6: 6 UNITS + 0 COUPLERS = 30.0' 60" AVERAGE DAILY WATER USAGE: TOTAL EFFECTIVE LENGTH = 147.2' ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH END CAP END CAP 2008/267 GPD, 2009/241 GPD, 2010/345 GPD 101.1 0" 101.1 0" FRONT VIEW SIDE VIEW END CAP SOIL TEXTURAL CLASS: CLASS I STEP EACH ROW OUT BY 4" REAR/TOP VIEW DESIGN PERCOLATION RATE: <2 MIN/IN .r� FILL FILL DAILY FLOW: 157.5 GPD + 220 GPD = 377.5 GPD % % % NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW � ter. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY �'��,� �r DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. DESIGN FLOW: 377.5 G.P.D. ;'"t % % ,I 98.6 32" 98.6 32" yt' i C1 C1 4640 TRUEMAN BLVD GARBAGE GRINDER: NO ;p 5��+3 �r �; 36 HILLIARD, OHIO 43026 LEACHING AREA REQUIRED: (377.5) = 510.1 S.F. mulolzr Air, roe Arc 36HC DETAIL d ,�, UNITS MUST BE STAMPED H-20 PERC ADVANCED DRAINAGE SYSTEMS.INC. .74 ,��~�A 48' EXISTING SEPTIC TANK: 1000 GALLON CAPACITY � ;�; ;�, PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX: 1 INLET, 6 OUTLETS (MINIMUM), H-20 RATED Z.-1 A, �`,; M-C SAND M-C SAND 404 MAIN STREET, CENTERVILLE, MA USE 6 ROWS OF ADS Arc 36HC UNITS W/COUPLERS AS SHOWN 2.5Y 6/4 2.5Y 6/4 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE ( ;' Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) J Engineering by: SCALE DRAWN JOB. NO. TOTAL EFFECTIVE LENGTH = 147.2' 91.1 120" 91.1 120" Engineering Works, Inc. NTS P.T.M. 263-11 EFFECTIVE AREA = 147.2' x 4.80 SF LF = 706.5 SF PERC RATE <2 MIN/IN.("C" HORIZON) / S.A.S. CONFIGURATION 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74(706.5 S.F.) = 522.8 G.P.D. NO GROUNDWATER ENCOUNTERED (508) 477-5313 2/2/11 P.T.M. 2 Of 2