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HomeMy WebLinkAbout0297 TOWER HILL ROAD - Health 297 TOWER HILL P0b",OSTERVILLE , o a 0 U ° TOWN OF BARNSTABLE LOCATION acl"1 To,4)e-& l \( j3p,gc( SEWAGE# ZO O� -5 OO VILLAGE ASSESSOR'S MAP&PARCEL t s Sri INSTALLER'S NAME&PHONE NO. 6M,,J Q L yl f q 2 9 ieO L& SEPTIC TANK CAPACITY lSDy 9/D LEACHING FACILITY:(type) $' , � (tctp �,� 1), (size) 2-0 NO.OF BEDROOMS OWNER C'u rr-0 comer S PERMIT DATE:J;L- ( - Zook COMPLIANCE DATE: l Z- 2-pock Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ,tip t 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 U—C ------------------- i By 49•9 y . , No. X60 5-01) c Fee �V / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftPuration for Bisposal 6pstem Construction i3ermit Application for a Permit to Construct( ) Repair(<) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a 9 l 7o W C-tt t4 o�_L 4 A 4 Owner's Name,Address,and Tel.No. V,w I tx t} f Assessor's Map/Parcel Installer's Name,Address,and Tel.No. C9,G1i,,,-4&n k.ir,>ey Designer's Name,Address,and Tel.No. C IpA ee.-,� wvztti GOA7�3 tI 2 !Z4i.G-osy�I G �2 v V �-C 3 Type of Building: Dwelling No.of Bedrooms Lot Size 7-5 016(ool {- sq.ft. Garbage Grinder( ) Other Type of Building 5 --vt�m �� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requ red) Z gpd Design flow provided �-� 2 - 2 gpd Plan Date V '��� Number of sheets �- Revision Date Title Z o,_,ef O. \\ nA Size of Septic Tank !SO e- Type of S.A.S. SrZ I es5 1 fen cL%e� Description of Soil "C (�" y—y ); Nature of Repairs or Alterations(Answer when applicable) L vy 'r 14tA, rb 7_ Q o K Tt� Date last inspected: 7,001 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. Signed Date �^ 0��/ —Application Approved by Date 6or Application Disapproved by U Date for the following reasons Permit No. A®o S Date Issued No. 0 Od ^ !goo Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION ,TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Mispo$al 6pstem (Eonstruction J)ermit Application for a Permit to Construct( ) Repair 64 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a 9'? Toy)e(t 0"Lt_ ILA 4 Owner's Name,Address,and Tel.No. K w 41 Cam,t1 �S 2u'..�e Assessor's Map/Parcel Installer's Name,Address,and Tel.No. C a p� ,,„Q, Designer's Name,Address,and Tel.No. G1p4 ra—� cc t3ox ?4 (47 --5-31 1- i12-s4'r w G:.�s�Fcld Type of Building: Dwelling No.of Bedrooms Lot Size 7_c1 $(evl + sq.ft. Garbage Grinder( ) Other Type of Building 5;•1}1,,� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min:requ'red) Z Z o gpd Design flow provided �.� 2 . 3 gpd .n Plant" Date j G f ap p$ Number of sheets Z Revision Date Title Size of Septic Tank I SO 0 Type of S.A.S. S77A^e)ec,g 1(e �►cht� Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 �_&o Tlwue rt J _ d >L 1 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. Signed Date Application Approved by Date /a -i - a Application Disapproved by Date for the following reasons " Permit No. �L00 s0� Date Issued -' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired�) Upgraded( ) Abandoned( )by ,e/) d;{--f &y ,I,,,e(, (,(—c at �4-7 !�t,1t-! 1�-,l\ (lP Ln�� �-D K� '�l� c has been constructed in accordance r/ r with the provisions of Title 5 and the for Disposal System Construction Permit No. a200Y_5#0 dated IX 'I'C) Installer G4�1..f,� �.cQ,c 6"1�,p,6 1-t- Lr;C_ Designer 41U-"., W b A- 5 v #bedrooms Approved design flow �' gpd The issuance of this perms a(not be construed as a guarantee that the system wi l�nction as designed. �1 0 07,Date Inspector - - - - - a � ----- ---�- ----------Fee--•---- No. lJ0 5 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction j3ermit Permission is hereby granted to Construct( ) Repair ) Upgrade( ) Abandor_( ) System located at -Z�i"1 o 0-e 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 0 9 Approved by 01/08/2009 09:04 50847753'_3 ENGINEERING WORKS. PAGE 01 Town of Baru.tabl wry Servim Thomas F.Gefier,Director PUM HUM Ili Thomas McKwn,Dhvctor 200 Main Street,Hyanniy MA 02601 Office; 5M.467:Ads l4 Fax: 508-79"3 04 fir.&.igsi®M COMWIM Form 1 ' d geese Per,ali �—S®� Asor's 1Psrce 8 Q G E11,4LLIM!!�Ift WdlkJ4 hn 61---e w,,dt- , Address: tZ W1, 9s)qjd Y4 Add -* ea, 6M_ 7163 __ — Un12' l ' o _._ wi l "Swans issued a permit to install a septic system at, 4 e r�l;1i � ,�`��7 based on a design dmwn by (address) et rT:NlcJ ,: j P dated 4� (de dgner) I=Wy tl mt the. septic system referenced above was installed subatnatiall. aor to dxe deia, which may include minor approved cha8ges such as latmrl .on of the difltie n box and/or septic t8ok. I cc + tiat ithc septic system referenced above was instaBod with or cluages Ox. tluz IW latoral relocation of the SAS or any vertical relocadon of any am0Poavat of t septic system)but in accordance with Stec&Local Regulations. Flag nwision or co ed a;-built by designer to follow. OP M 4� PETER � MCEN7E£ y, 's 14gn ) CIV{1 N0.35i p9t; (063*ees S.ignatme) (Affix Designer's Stamp Here) ctyatJPtaw= W LL M s MM IMM p0TH IM FO UR RECEIVED BY TH E RARNSIMLE MUC HEALTH 20SIONt Q Hen&8@pddDw*per GatiOcalloa Form 3-26.04.doc L Bk 2329'1 F:9230 �60531 ' c DEED RESTRICTION WHEREAS, . rzS Tt0s �,e. (ownefs name) � � of 1"o we f w it RO►a eA1T TCa ► W l i��+J Z is Ancl R�tuf�eL) S U ownsrAylic t2t iS�r (address) p 11 is the owner of In-1 -`o%je-4, 4; f�o�►r� (address) located at bS'r4;2vit Mht MA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry of � • Deeds in Plan Book , Page . Or on Land Court Plan Number WHEREAS, X�k)A wnO f t powe.(S, TfosTee as the owner of said lot h( name) as . agreed with the Town of Barnstable Board of Health to a restriction as to the number.of bedrooms which can be included in any home built on said lot as a- pre-condition to obtaining a disposal.works construction t in with 310 CMR-15.000 State Environmental Code, Title VpMin mum compliance Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition-to -granting a disposal works construction permit fora septic system in compliance With 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing'the*issuance of a building permit for the construction of a-single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on.record with the Barnstable County Registry of Deeds by recording this document, dear NOW, -THEREFORE, 1< wrMLott PoWeis;Trobtec.does hereby place"the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Toxua 0Bunst-ah-Ia- 13-gard of Hea#k,. hieh-.:.stfietfeR shaft run with the land and be binding upon all.successors in title: may have constructed (address) upon the lot a house containing no more than Two (z) bedrooms. K wA�Eor1 P0..1crs ,(4%iec agrees that this shall be.permanent deed (owners name) restriction affecting located on 'S E e _ N k e MA, and . being shown on the plan recorded in Plan-Book , Paged Or on Land Court Plan For title of see the following deed: Book 11� , Page. 1 . O Land r Cour t Certificate of�_ Title Number Executed as a sealed instrument day of 26 0$ tj. . Owner's signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS Or- .-v ss No ve- - T l I . 20 0S Then personals appear d the above-named ��c 4< , lc, n �b l�r�ins known to me to, be the person who executed the foregoing Instrument and:. acknowledged 0"-the same to be S free act and deed, before me, Notary '' a Public k_;, My commi2307). n exes: 5 !!aoK .-• ' SUSAN M.MEROW _Notary Public (date) Commonwealth of Massachusetts My Commission Expires July 30,2010 d=dr RARNSTARLE REGISTRY OF DEEDS Town of Barnstable P# gyp'' Department of Regulatory Services Public Health DivisionMASS Date 200 Main Street Hyannis MA 02 0 4/ rEC MAC A Date Scheduled ® Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: V 2�Ari-yti5 Witnessed By: ! Awl 1-V• IAinhh�� LOCATION& GENERAL INFORMATION Location Address ]C pi,l�e 1/1 I�i LL t'�J�t� LC or t{, (/� 17 � Owner's Name K fps I�lLvi l� 2 Address Assessor's Map/Parcel: l0Q(o Engineer's Name C,. e, eJVten1,-} NEW CONSTRUCTION REPAIR f ✓ Telephone# (� q24 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&pere tests,locate wetlands fn proximity to holes) Cl i*y Parent material(geologic) fQ za ic t;T�0�5� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soli mottles: Depth to weeping from side of obs.hole: in. ©rnundwaterAdJustment ft. Index Well# Reading Date: Index Well level ,- -, Adi,factor.,,, Adj.Groundwater Level a PERCOLATION TEST Dilie Thnn,,�, Observation Hole# �_ Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ J9°. ro Time(9"-6") End Pre-soak LI6,12 Rate MinJInch Au 4,f-) � �e� �,l g A4/go - Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- I ***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:\SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. / Consistency.% ravel �� oC si m., zy-A o 9 CA� j` , . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Gra [� .{ r Consistency.% J Jive 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. C nsistcncy.%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No= Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? = If not,what is the depth of naturally occurring pervious material? --- , Certification I certify that on Jdate)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 trai ing,expertise and experience described in 310 CMR 15.017. J Signature Date Q:\S.EPnC\PERCFORM.DOC CEi4TERV ILLE-OSTERV ILLS-M ARSTONS MILLS FIRE DISTRACT 1875 ROUTE 28 CEM-ERVILLE, MA 02632 (508) 790-2380/FAXD(508) 790-2385 I OIL/HAZARDOUS MATERIAL RELEASE FORM F.A.* -'? - LOCATION: 7 �� ADDRESS OF RELEASE: DATE OF RELEASE' PRODUCT RELEASED: ESTIMATED QUANTITY' • • W. .• CORRECTIVE ACTION TAKEN§i'kt-SOdIVSOft PARTY- I—L-. CLe oc ,. NOTIFICATIONS: FIRE DEPARTMENT: YESV) NO( ) DATE: ' TIME '16 NATIONAL RESPONSE CENTER YES( ) DATE: — TIME- — DEPT.OF ENVIRMPlENTAL PROTECjiON YE NO( ) DATE' J TlI4 E: OIL SPILL COORDINATOR: YE S4 NO( ) DATE:4,�G WIMP. , TOl fN BOARD OF HEALTH: YE�4(�C) NO( ) DATgTlf4-,�— TOWNHARBORMASTER: YESC ) NO( ) DATE: � ` ' TIME: OTHER AGENCIES: i f/ A 'f 11.4 T4 COMMENTS' s#.v v-i rr vvFti rfI, o m 4 4Z4* i 4-1,-J lrr�- V' rit-t0% i� n "/!TL-TTT7 L�.�1,'.!�'p7 "�'i�r �Tr STY /'ry- ►T��-,7TtT7'f7TT7^y_7 ,T'T 47''P1"7t7` t` ut C( CX4(A. REPORTED 8Y:_r_,_, / f ,SATE l WHITE COPY-FIRE DEPARTMENT YELLOW COPY-D.E.P. PINK COPY-BOARD OF HEALTH C-0-MM FORM #58 f EXISTING CONTOUR a N x 100.98 EXISTING SPOT GRADE�' Benchmark Set EXISTING WATER SERVICE 5m° °"� Bum W '` Magnetic Nail Set Rd y�9 s R�er EXISTING OVERHEAD WIRES -A' m° Rood - O.H.W• ., z E1.=100.00 (Assumed) TEST PIT -o Rd ice °4eY o. `o - •=G1 - y LEGEND Q0 n Low o- 10Q Se uit Rd - - R HILL RO _ LOCUS MAP TO WE �z 9a 6° �P NOT TO SCALE fig: °f P avement1berm Edge 1U` 5 2 R=165,2,3' *41920" E L=87 f 92'f �I INSPECTION PORTS 001 2. VENT 2�9 10101 100 1003� Paved =�I> iTP-1F� g6. • \ . \ �� Drive , i N DTP-2 a \ \ 1 1•�2' 0v' ;ti S.A.S. TWO - O 10' TRENCHES \ \ � 3 , f^7• O 10 \\\\ \\\\ • 1 %13Z 1020g 3 `��� 11--1 0 N PROPOSED SEPTIC TANK 9 OZ .- � � \. 1 1 /r /EXISTINGV. Garage � H_OUSE (#297) v> TOF=102.40 �r IC (Block) \ \ \ ~'�•� 100 O \ \ 9 �•� Deck _ _ g 6 No.Fdn. \ 8A\ \ \ \ \ 94 EXISTING CESSPOOL \ — — 9 G� —g6 TO BE PUMPED, FILLED W/. \, \ \ g2 \ %c SAND & ABANDONED '' \ — ' — - — g4 \ 0 8� — — — g _ g Ma ) 18 Parcel 96 �� _go P _ _ 29,869f S.F. A P 0 0,6 140'f (0eed) SAM5 POND, OWNER OF'RECORD K WALCOTT POWERS JR Pond El. 70.66 TOWER HILL ROAD REALTY TRUST 19 VIRGIL POND WAY WRENTHAM, MA 02093 •, OF M 0 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 0o PETER T. Mc NTEE ` •297 TOWER HILL • ROAD, OSTERVILLE,- MA o CIVIL N . 35109 Prepared for: Capewide Enterprises,,.:, P.O. Box 763, Centerville,' MA 02632 Engineering by: SCALE DRAWN JOB. NO. SS Engineering Works, Inc. 1 =20 P.T.M. 254-08 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED .SHEET NO. , (508) 477-5313 11/6/08 P.T.M. 1 Of 2 t . : µ Y a NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:99.3 FOR A- DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED' D-BOX `a i PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER:'& COVER INSTALL INSPECTION PORT OVER END UNIT OUTLET AND SET TO 6 -OF FINISH GRADE SET TO,6': OF GRADE • T.O.F. CHARCOAL F.G F.G. EL.'-- . EL: -,102.9(MAX.) VENT f EXISTING . . . _ F.G. EL: 102.9t 1 w f f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. ' INSPECTION L = 10' L 2' L = 5'(MAX) PORTS-BOTH S-2% (MIN.) @ S=1%`(MIN:)' @ S=1% (MIN.) TRENCHES 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" I0"I s 11.3� TO ia" INVERT INV.=99.50 w. LIQUID I I LEVEL ADS r RM GAS RAFFLE) INV.=99.17 PROPOSED INV.=99.00 2 TRENCHES W/4 UNITS AT 6.25'/UNIT = 25.0' INV.=99.25 O INV.=98.94 2:OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK ESTABLISH VEGETATIVE' COVER BACKFILL WITH CLEAN SAND PROVIDE NEW SEWER OUTL (N anvE OR PERC SAND) UNDISTURBED AT HOUSE WITH 'INVERT SET GROUND AT OR ABOVE EL.=99.70 NOTES: 4. 1) CONTRACTOR SHALL VERIFY ALL-EXISTING PIPE TOP EL.=BREAKOUT EL.=99.33 INVERTS, PRIOR TO INSTALLATION. INV.EL.=98.94 2) SEPTIC TANK AND D-BOX SHALL BE.,SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY,COMPACTED BOTTOM EL.=98.00IIIII�II �IIIII�II. SIX INCH CRUSHED STONE BASE, AS SPECIFIED .IN 5.7' 310 CMR 15.221(2). 2.83 TWICE .THE EFFECTIVE WIDTH) 2 8 3) INSTALL INLET & OUTLET TEES AS REQUIRED. • 5',MIN: ABOVE GROUNDWATER TRENCH " TRENCH 4) GAS BAFFLE 70 BE INSTALLED ON OUTLET TEE POND' EL.=70.7 EXISTING SUITABLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. - MATERIAL , BOTTOM_TP EL.=92.8 - 2 TRENCHES WITH 4-16" (H-20)`ADS BIODIFFUSER UNITS MIN. REQUIRED SEPARATION = 2 x EFFECTIVE WIDTH (5.7') TYPICAL SECTION 'SEPTIC SYSTEM PROFILE �TS N.T.S. SOIL LOG sF -DATE: OCTOBER 29, 2008 (REF#12,405) SOIL EVALUATOR: VERONICA WARDEN CSE , WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 4 ELEV. TP.- 1 , DEPTH •ELEV.} TP-2 DEPTH 1 LCAMY SAND LOAMY SAND 5YR 2.5/2 5YR 2.5/2 .. 102.0 10" 101.8 9" GENERAL NOTES: - e e - LOAMY.SAND LOAMY SAND 1.•„ALL,.CHANGES T0:THIS PLAN MUST BE APPROVED BY THE LOCAL 1OYR 4/6 1OYR 4/6 BOARD OF ;HEALTH AND THE DESIGN ENGINEER. 99.1 44" 99.1 45" 2.''ALL -WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS v• C *� C 54" OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: PERC 310 CMR 15.405(1)(b): 1) A 1' variance to the 3' maximum cover requirement, for no .greater 66" r than 4' of cover. S.A.S. shall be vented and. H-20 Rated. ¢ M-D. SAND MED. SAND '' F 3. THE`„SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1OYR 7/4 2.5Y 7/4 TO INSPECTION AND, APPROVAL BY THE BOARD OF HEALTH AND THE 1 DESIGN ENGINEER. . 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON. SHALL BE REPORTED TO THE DESIGN 92.8 120" 92.9 1.20" ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON -ASSUMED DATUM. L L PERC RATE <2 MIN/IN. (."C HORIZON;) 6. THE 'DESIGN' ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF NO GROUNDWATER ENCOUNTERED THE:CONTRACTOR OR OWNER TO NOTIFY,. THE LOCAL BOARD .OF HEALTH'I FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7'`..WATER SUPPLY -PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF• THE PROPOSED S.A.S. 9. ALL AREAS'CLEARED FOR CONSTRUCTION SHALL BE 'RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. r 10. IT SHALL BE THE, RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE. DESIGN CRITERIA-. THE, LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION NUMBER OF BEDROOMS: 2 BEDROOMS 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOIL TEXTURAL CLASS: • CLASS I: IN THE AREA BENEATH AND FOR 5' ON'ALL SIDES OF THE S.A.S. AND DESIGN PERCOLATION RATE: <2 MIN/IN f REPLACE WITH CLEAN SAND AS, SPECIFIED IN 310 CMR 255(3).- . DAILY FLOW: 220 G.P.D.- DESIGN 12 ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM FLOW: 220. G.P.D. COMPONENTS NOT SHOWN ON THE PLAN. GARBAGE GRINDER: NO 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND LEACHING AREA REQUIRED"(220) = 297.3 S.F. IS ,NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. .74 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY „ PROPOSED D-BOX:: 1 INLET, 2 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2 TRENCHES WITH 4-16" (.H-20) ADS BIODIFFUSER�• UNITS IN' EACH TRENCH FOR A-TRENCH -LENGTH OF 31.3' Z9R TOWER HILL ROAD, OSTERVILLE, MA , Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 BOTTOM AND SIDEWALL AREA: Engineering, by: SCALE DRAWN 'JOB. N0. ' (GENERAL USE APPROVAL FOR 7.9 SF/LF OF BIODIFFUSER) Engineering Works, Inca NTS P.T.M. '254-08 8 UNITS x 6.25 LF x 7.9 SF/LF = 395.00 SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 x 395.0 GPD/SF = 292.3 GPD (508) 477-5313 11/6/08 P.T.M. 2 of 2