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HomeMy WebLinkAbout0714 RIVER ROAD - Health R �- 714 RIVER ROAD Marstons Mills A = 044 — 028 TOWN OF BARNSTABLE LOCATION 7/11 90,rs `� SEWAGE# VILLAGE ,�G(� AA/_3 ASSESSOR'S MAP&PARCEL �- INSTALLER'S NAME&PHONE NO. 'Z BrnocrNC. SEPTIC TANK CAPACITY 1 tVQVA -)() N -1() LEACHING FACILITY:(type) (size) NO.OF BEDROOMS y/ OWNER 2eao4�v _ PERMIT DATE: logoCOMPLIANCE DATE: G d2 j Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facilityr(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- c r A -1) 33 =ot P�� "Dec L � r - TOWN OF BARNSTABLE LOCATION %2d SEWAGE# 8-01f1.2'76 VILLAGE Akj� ASSESSSpOR,''S MAP&PARCEL INSTALLER'S NAME&PHONE NO. L !� I��Ot��y N� SEPTIC TANK CAPACITY 1 'SQQ Q LEACHING FACILITY:(type) 3� 1 (size) NO.OF BEDROOMS OWNER ]Zeaft,v< PERMIT DATE: 141AsZn COMPLIANCE DATE:V_y_6Z, 90;7_1_ 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 Westland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility),, Feet FURNISHED BY A 3 33 G:2 -2- 44,r NJ �' _ ____7 oat � . No. ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: wlf Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pphration for 30ispo8al *pstem Construrtion i3ermit Application for a Permit to Construct(/Repair( ) Upgrade( ),Abandon( ) ❑Complete System ❑Individual Components Location Address or of No.71y'?,JP✓ Owner's Name,Address,and Tel.No. 114cers'!o& - ys Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's ame,Address,and Tel.No. �, +c1t c1 nt IC- 6--IfCIO-7/ .�X /V e' Type of Building: Dwelling No.of Bedrooms Lot Size /M_jW/ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Reo ( -11 •202n Number of sheets Revision Date -a q-, 02a Title Size of Septic Tank /500 b n) Type of S.A.S. Q cod Description of Soil Nature of Repairs or Alterations(Answer when applicable)T4�r,1 ri)) Gr /SOLO !S(j1 rrj sq�hc IW�tV-, dOsu b awc� •� �1�' �l�Cc �e% cis � �IIrMJ 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. Sign Date Application Approved by Date d Application Disapproved by Date for the following reasons Permit No. Date Issued .�� A • 3k*- r CD No. �!"*+""'� 279 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -4TOWN OF BARNSTABLE, MASSACHUSETTS gpplftatiolY for DispoSaY pBtelli Construction 3perlriit Application for a Permit to Construct Repair( ) Up ade,( 4�Abandon( ) ❑Complete System ❑Individual Components t{,y Location Address orf of No.7y�r�� /Z �; Owner's Name,Address,and Tel.No. Assessor's Mao/Parcel Installer's Name,Address,and Tel.No. Designer's Name,,Address,and Tel.No. Type of Building: e Dwelling No.of Bedrooms L Lot Size , / sq.ft. Garbage Grinder( ) Other Type of Building �r /(�/V}/G No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Reo 1 -29-TO 7 0 Number of sheets I Revision Date -a094 Title ` Size of Septic Tank /S00 56 ( y Type of S.A.S. �()Cull J 46400115 v Description of Soil Nature of Repairs or Alterations(Answer when applicable). 4("M G 1 SOO , 1tw ►, ero cwc� �stx�� Gud� �G�tG�s a s r�✓�OI(�J Date last inspected: Agreement: 6 4 4 t 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. Sigped"" _ �� �Z... .,. Date u. Application Approved by Date Application Disapproved by 00- Date for the following reasons t. Permit No. ''" t: � Date Issued ( � THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance - t .THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(f� Repaired( ._) - - Upgraded( ) Abandoned( )by - at `7/t{ PtyWTe)AWs4045 I\A,11,, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.&O— dated t p r Installer�,t 1 , (AvJn� N Designer #bedrooms q Approved desi n flow l- gpd The issuance of this pe it shal not be construed as a guarantee that the systemill func ion as desi ne . Date /!� ( Inspector'`.. _. No.Z070 P 9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION ��BARNSTABLE;::MAXSSACHUSETTS - Mis o - of 6psitem' CotistCULtion Vermit, } Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon System located at 7 f q ►11 f✓ h d /K ► i S 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 9 ( [ 2 o Approved by t �� Town of Barnstable �t Regulatory Services °+ Thomas F.Geiler,Director &QWffABM HAMPublic Health Division Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-796-6304 Date: ' G Sewage Permit# aQW-RZE Assessor's Map/Parcel \\ A ` Installer&Designer Certification Form ttis CDWIZ�7 45, Installer: Address: 46 C Address: _Q,(12Z 5 (,k On � was issued a permit to install a date) (installer septic system at_-7jq -Z 0-Ft;/ based on a design drawn by ad(Tress) 1�+5pPG b �`1�Q'1> - ►"'I� dated (designer) /... I certify that the septic system referenced above was installed substantiallyaccording g to ,the.-desi gn, 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 iW-lateral relocation of the SAS or any vertical relocation of any component of the septic system):but in accordance with State &Local u� `bons. Plan revision or certified as-built by:designer to follow. Stripout(if rP ­�cted and the soils were-found satisfactory. IN OFMq DAVID y nsta er's Signature) M } it 4 e Town of Barnstable or De'partmaout of Regulatory Services a F Public Health Division MA84 Date rA i679 200 Main Street,Hyannis MA 02601 Date Scheduled cc Time twee led._ ��() 1 t Soil Suitability Assessment for S' e .his ® Performed By: � 'v Wi / tr�essed By:, If LOCATION del: GENERAL IlVI'ORMACTI N Location Address Owner's Name /l .." 19te l Address �� Assessor's Map/Parcel:Ar #0_19P4 L.J Z'7 YL Z�1 Engineer's Name s ��/UW zzoq�j NEW CONSTRUCTION REPAIR\ # Tile Bone p Land Use vC Slopes.(96) U ►SU1rV f d „ cu?y Surface Siones Distances from: Open Water Bodv Pw f� ossible Wet Arca /�% 1� ft Drinking Water Well Drainage Way ft Property Line Tb ft Other ft J'I I TC&I:(Street name,dime:rtslons oflot,exact locations of test holes&perc tests,locate wetlands fin proximity to holes) t W 4- � � Q� Vti� 0 A-� o. �� � /r9Z ' C anent material(geologic) �Ql� Depth l4 13edrocli,_____,_'�' e�y; // l w/ 4J z Depth to Groundwater. Standing Water in Hole: (o Weeping from Pit Ptl(!e C) NJ 'y 1 Estimated Seasonal High Groundwater DETERMI ATION FOR SEASONAL kIIOI-I WATER rAI LIEGI =� CJ, Method Used: ` I'lld Depth Observed standing in ohs.hole: In. Depth to soil mottles: h, Dcpllr.to ee_ping from side of bs�bole: DL Groundwater AtlJughnent . fr� M Index W�1 2 R�ng Dale: !s _ Index Well level _ AdJ,!'Meter Adj.CJrrtundwitter Level PERCOLATION TEST —wwid�Q-nu:�Observation 'T" _ Hole# - Tlttte at 9" l —_ Depth of Pere 4:55° Tlnle ut 6" Start Pre-soak Time @ f o O(v /d -2 / a ,Af, VV Time(V-6") End Pre-conk Raie Min./lucb .�?/ / ✓. 2 �/ l Site Suitability Assessment: Site Passed Site Palled:- Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--------7 ***Jr percolation test is to be conducted witliin 100' or wetland,you iinust first notify the. Barnstable Couservation Division at least one (1) week;prior-to bei;in d;;g, (1:\S EP I'[C\PfSRCPOR M.DOC — DELI P-OBSERVATION HOLE.LOG Hole# 'r 4 7 S Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsislencv.%Y3ravell . rof Q/7 DEEP OIRSER VATION HOLt LOG Bole# Z 7• Depth from Soil Horizon\ Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,`Yo ravel 02s �•�� G lU rcd� rev a .7 v +� -7 Z DEEP OBSERVATION DOLE LOG Dole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in-) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistancv.� 0 e e �46" DEEP OBSERVATION BOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, fi a Flood Insurance Irate Map: i r Above 500 year flood boundary No— Yes Within 500 year boundary No Yes _ Within 100 year flood boundary No— jYes ]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 pe ious material? Certification I certify that on r' -i (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 requireetraini.,,,xd'ai, a x fence described in�10 CMR 15.017. SignatureDate Q:\S EP_rlC�Pl1RCPORM.DOC 44,716 rvl0 oyq oaf s 7:►� �� �. 1 fd Town ®f Barnstable Pit JDeptarttneut of Regulatory Services ° w+nnernsr� Public Health Division (Date M.A&.4 A A'd3fl ! 200 Main Street,Hyannis MA 02601 • rF1)MPs'I gn a L ' -Date Scheduled Time A+oe I'cl. 0 n Soil Su tabfll�i Assessment -or S �� GIs ® Performed By: t r� 'vU Witnessed By:,, If LOCATION& G ENER&L,INFOIIMf.ATI N / Location Address 1F 4-0 Owner's Name / n Address j�' �/f„r/]�Assessor's Map/Parcel, ' i�D� Z7�L Engineer's NameVs(/ `U"C/7W` NEW CONSTRUCTION REPAIR G Telephone It Lund Use' `�•�u •b'U tones Y C(� r (/t Slopes(96) v Surface Stones / Distances from: Open Walser Body �w ffossible Wet Area W cal V ���) ft Drinking Water Well Drainage Way !iv ft Property Line ft Otlier p� fl TrCH: (Street name,dimensions of lot,exact locations of test Boles&Pere tests,locale wetlands 1'11 proximity to holes) arent material(geologic) A�l�L'��jf Depth to Berlroelt / _� ZE Depth to Groundwater. StandingWater in Hole: "" tj Weeping Prom Pit 11114E � u1 �p �n 110 Estimated Seasonal High Groundwater Method Used: ERA DET UNATION FOR SEASONAL•IAIOII WATER'I' DL Depth Observed standing in obs.hole: �' In, Depth to wll inottletl: AIA Jt D M� Dcptlr to ceiling from side of bs�Yole: 111, Oroundwater Adjuattrtent • f t-r„ Index We 1 2 Reading Date: a !,1 Index Well]oval A ,fholor a' � ok4 -- � Adj.Ciruundwalor lxvel PEI RCOLATION TEtST Date: /8' /1f Thjza Observation Hole It `flute at 9" Depth of Pero Tln'te at 6" Start Pre-soak Time @ w/�UU �� /d V yvL11 Time(V-6") End Pre-soak Itate kiln./Iuch �Zj ✓ � �/ Site Sul lability Assessment: Site Passed Siip Palled: Additional Tasting Necded(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on]_lack-------------- "" r 0 �f percolation test is to be conducted Witl>tin 100' of Weiland,you must flirt notify the VI Barnstable Conservation Division at least one (1) week prior to beginning. V ct:�sErllcv>,?ltcr'oaM.I�oc Depth from I)E P OIBSER VATION HOLE LOG IF][ale# � 4� 8 Soli Horizon Soil Texture Sdil Color Soil. Surfnce(III-) Other (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. r �� f � / • •`\ onsistcncv.46'Orave_ 11 7 DEEP OBSERVATION HOU, LOG Hole# Z . 3 Depth from Soil Horizon . Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Couslatency.% ra el Ydv a lv „ `70 J' DE, EP OBSE,R VATI<ON ROUE LOG Hole# ' 1j9 � Depth from Soli Horizon Soll Texture Soil Color Soil Other Surface(lu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co It co Grayc JlJ vvN1 .-e V DE EP OBSERVATION HOLE LOG Hole# li' A d7 6 Depth from Soil Hodzon Soil Texture Soil Color 8011 Other Surface(in.) (USDA) (Munsell Mottling (Structure,5lones,Boulders, i Cos tan 6 a ) — - l2U eva3 Z•� G �Q-�' Svc w Glc�.v� -Pr . 7Z '' Flood Insurance Rate Man: Above 500 year flood boundary No— Yes I •Witldn 500 year boundary No Yes Within 100 year Flood boundary Now,_ Yes Depth of].Naturally Occurring Pervious Material Does at least four fret of naturally occurring pervious material exist in all Circus observed througl'tout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material? Certification I certify that on � (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 traini x rtis a xp fence described in 10 CMR 15.017. / Signature Date Q:\S.EPT1C\PPRCPDRM.D OC ! e�RRY SYSTEM PROFILE-; Rogo DATUM : NOT TO SCALE SYSTEM DESIGN VERTICAL DATUM: ASSUMED BENCH MARK USED: CONRETE PAD DESIGN FLOW 4 ELEVATION 47.13 BEDROOMS AT 11 0 GPB/D 44Q GPD ` -- LOCUS TOP OF FOUNDATION ELEV. 59.Q RAISE COVERS TO WITHIN 6" OF FINISH GRADE REQUIRED SEPTIC TANK CENTER CHAMBER RISER FINISH GRADE FINISH GRADE RAISE TO WITHIN 6" 440 x 2_ _ 8_8_0 GAL. ELEV, 57.0 ELEV. 55.0 FINISH GRADE OF FINISH GRADE SEPTIC TANK PROVIDED =^_1500 _GAL. ROAD //�`� // ///��� ///�� / � -� ELEV. 54.0 GROUND ELEVATION 53.75 53.i7 !//.�� /.� ,�///�., �� f /.�� �� �� �� / SIZE OF LEACHING FACILITY REQUIRED D 20'®S= 0.02 - �\///�1 MIN.-3 MAX. VER �{ R©A GROUNDWATER ADJUSTMENT TOP ELEV 52.75 � WP Eg 4" p "20'®S= 0.016 T �S= 2" MIN 1/8"-1/4" DOUBLE WASHED PEA STONE DESIGN PERC RATE ____<_2____MIN./INCH DEPTH TO GROUNDWATER 72" SCH 40 2 MIN-3 MAX 4 PVC SCH 40 00000 0 o 00000 Q, LONG TERM APPL. RATE_9•74.._.GPD/S.F. C.C.C. INDEX WELL SDW-253 ENV.= INV. 53.23 52.83 10"TEE 14"TEE INV.= O 0 O o 0 0 0 0 INDEX WELL ZONE "B" 52.63 O 00 00 00000 `� SIZE OF LEACHING SYSTEM PROVIDED: N DEPTH AT INDEX WELL 4$.90 `� 5'-7" GAS BAFFLE 3 OUTLET 00 00 © 0 0 00 00 3/4 DOUBLE WASHED STONE INDEX WELL DATE MARCH 2O14 = 4'-61/" " 5'-0"x8'-6"x2'-9" CHAMBERS 440 _ 0.74 SF/GPD = 595 S.F. MIN. REQUIRED 2 4 -1 LIQUID LEVEL D-BOX 5' STIRIP'OUT AROUND SYSTEM INDEX WELL ADJUSTMENT 3.1 4'-4" INV.=52.31 LIN52.0 > ��> ADJ. DEPTH TO GROUNDWATER 2.9 INV =52 14 X HORIZON MIN DEPTH USING 3 CHAMBERS WITH 4 STONE AROUND LOCUS MAP ` '`�`� ELEV S.A.S. (13' x 33.5') 4 o V. 50.0} SIDEWALL = 2(13'+33.5') x 2 = 186 S.F. NOT TO SCALE: ° °° STRIPOUT (23' x 43:5') ►ri rri BOTTOM = 13' x 33.5' = 435 S.F. 6" BASE OF CRUSHED STONE TOTAL LEACHING AREA = 621 S.F. P#1 4307 OR MECHANICALLY COMPACTED TEST PIT #1 ELEV 44.9 GROUNDWATER ENCOUNTERED 621 S.F x 0.74 = 459 GPD 1,500 GALLON D.T.H. #1 D.T.H. #2 Q' D.T.H. #3 D.T.H. #4 PRECAST CONCRETE 459 GPD PROVIDED > 440 GPD REQUIRED = 19 GPD RESERVE DATE: 3-18-14 DATE: 3-18-14 DATE: 3-18-14 DATE: 3-18-14 SEPTIC TANK GROUND ELEV. 47.8 GROUND ELEV. 47.8 GROUND ELEV. 49.8 GROUND ELEV, 47.8 NO (GARBAGE DISPOSAL j GRINDER ALLOWED) ADJ. GW = 44.9 ADJ. GW = 44.9 ADJ. GW = 44.9 ADJ. GW = 44.9 FILL FILL EXISTING CRANBERRY BOG f 1,\ �p IJ `/ �� LOT A-1 ELEV =46.3 18 ELEV =45.8 24 ( / m f 1 - / / \ \ \ ` o Li SHAPE FACTOR o 1 ' J / 1 \ \ w 2.08 ACRES o LOCUS INFORMATION 0 90,701f S.F. UPLAND � „ ,.w i- 21.98 SHAPE. F. a '`� � 60 60 0�` / / // / / / / / \ w / \ CURRENT OWNER JOSEPH M. KEATING 44.9 35" 44.9 35" 44.9 59" 44.9 35" z %\ / / / /// / // / /// iLl ' 109,801f TOTAL AREA 4 1 f BRANDIE SKYE m �, " 2.52f ACRES 41.8 C 72 41.8 C 72 41.8 C 96 41.8 C 72 ADDRESS 714 RIVER ROAD 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 MARSTONS MILLS COARSE SAND ' o MA 02648 COARSE SAND COARSE SAND COARSE SAND r ( J / J/ J J / / // /, �� 10% GRAVEL 10% GRAVEL 10% GRAVEL 10% GRAVEL \ / / o ^� TITLE REFERENCE BOOK 32044 PAGES 18 120 120 ico 120 120 \ I p l / J 1 1 1 / \ m ELEV =37.8 ELEV =37.8 ELEV =39.8 ELEV =37.8 \ I / / / f j PLAN REFERENCE BOOK 659, PAGE 89 B.O.H. � , // co \ + � DONNA MIORANDf /o / \ SOIL EVALUATOR. N/F / / / / / / / / / /f / \ � � ZONING DISTRICT RF ED. STONE BOGBERRY NEIGHBORHOOD TRUST / / / / / / / / / / ( SETBACKS FRONT 15' BACKHOE OPERATOR. #0 BOG BERRY LANE / / / // / l / J I / / l \ ' ' 1 SIDE 15' / / j REAR 15' JOEY DEBARROS NO WEEPING ASSESSORS MAP 44 SOIL TYPE: 1 NO MOTTLING PARCEL 10-3 \ / / / / / /1 I I l // FLOOD ZONE "X" DATED 7-16-14 / // l J PERC RATE: � MIN. PER INCH / 1 / / / � EXISTING / STEEL BUILDING / / / / ASSESSORS MAP 44 LOADING RATE: 0_74 GAL/SF/MIN OPEN SPACE `\ � �/ / // / // � I � /l/l _ _ TO REMAIN ! / ls'/` � / / � ,+� PARCEL 28 oy'Ily I CERTIFY THAT 1 AM CURRENTLY / J / 1 I / Q, ^�;� OVERLAY PROTECTION WP 330/GALLON ACRE DTH #1 INDICATES DEEPAPPROVED BY THE DEPARTMENT OF CONCRETE I "'� TES L ENVIRONMENTAL PROTECTION TO BOUND / / / � P / ZONE Il YES CONDUCT SOIL EVALUATIONS AND FOUND I f / // // l I J��� t�,=� 0Q� 0��� LOT AREA 109,801f S.F. (2.52t ACRES) THAT THE RESULTS OF MY SOIL / / / / / / / / \ 0 / INDICATES EVALUATION ARE ACCURATE AND IN / / / // // / / / / / \� pp BENCHMARK /� Q�� I 103, O All� �- C ACCORDANCE WITH 310 CMR 15.100 / / P-1 60" PERC TEST / / // / // // /� / \ TOP OF CONCRETE ���``o�THRO H 5.10 t° / \ PAD. ELEVATION/ � � / �, -a 0 Ry � 35" INDICATES ADJ. GROUNDWATER N _ _ / 47.13 ASSUMED 83' Vv�"/ �G „ EDWARD A. TONE, CERTIFIED SOIL �'.'.'> 72 INDICATES OBS. GROUNDWATER EVALUATOR N/F O / KEATING f 0 20 30 40 60 100 GENERAL NOTES: PROPOSED 4 BEDROOM / / ` / / / / 4R17//•" / ' '' / t�, G� Op #714 RIVER ROAD LEACHING AREA 13.0'x33.5' � / / / / / /�'/ ��' �, p� �'� ASSESSORS MAP 44 110 ( ) / / / / a �v O ? PARCEL 2$ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 3 500 GALLON LEACHING �' I� OP �% O�i. oh• TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS O CHAMBERS o H. 1 �v / t�,© FOR SUBSURFACE DISPOSAL OF SEWERAGE. ^ : ::;.::•.. /� �p �� f GRAPHIC SCALE. 1 INCH - 20 FEET 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE ;.::.:,.:;.' l D H. #2 ACCESSIBLE WITHIN 6 OF FINISH GRADE, WITH ANY REMAINING PROPOSED ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 1,500 GALLON \ \ ` •H• #3 Qom© }9) Q / 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE SEPTIC TANK \\ \ 1 0 I / <v I CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE \ \\ a, D. .H. 1# ( / EXISTING CRANBERRY BOG UNDER OR WITHIN 10 OF DRIVES OR PARKING AREAS THEY w \ \ \ \ \ I MUST WITHSTAND H-20 LOADING. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION w_ I / OF ALL UTILITIES PRIOR TO ANY EXCAVATION. CK 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6 OF GRADE SHALL BE MORTARED IN PLACE. ) �� •,\ ` �4Ca f / 45.0 X AG PLAN 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER w ���� �` �O X 41.0 SITE AND SEWAGE FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. PROPOSED � , 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF 4 BEDROOM a'. / I 1 / REPAIR / UPGRADE SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE DWELLING // I THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND TOFi 60.0 / DECK f I � #714 RIVER ROAD LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. BASEMENT 52.0 / S I ti� 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN IN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 51• / ( / Ss 6' I °� ' MARSTONS MILLS MASSACHUSETTS 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES SCALE 1" = 20' DATE: DECEMBER 22, 2014 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS / BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC / /� o / ''�/ REV: JANUARY 29, 2020 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND / / ,n 3 PREPARED FOR: SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE / / i FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL / / 1 m , �tt� JO E K E A TI N G 8E LEVEL PROPOSED H-20 / 1 `� / �10 � 714 RIVER ROAD 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION LEACHING PIT WITH / / / / j cv o TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW GRATE, 6' DIA. 5' MARSTONS MILLS, MA Q2648 AND APPROVAL. N/F HIGH WITH 2' OF 1 50 g / / \ BRIGHAM STONE ALL AROUND #760 RIVER ROAD BOTTOM 46.5 1 ADO �\ CONSTRUCTION NOTES: ASSESSORS MAP 44 `v \ o, PARCEL 7-1 „�.•�'� 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND CONCRE / / ,� / �, '�. ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING BOUND f 62.9 PREPARED BY. WORK ON THE SITE. FOUND �y.3�' 3"E � o� a N `� '\ oFsr�c N m n -�I Q .. `� K EAS SURVEY, INC. oar EowAR�a ti 2. NO DETERMINATION HAS-BEEN- MADE AS TO COMPLIANCE o=� n N o No ,,� Q° A. WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT W o NN P.O. BOX 1619 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �``� `'� ` 9 u STONE � c� 2 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING v t+? ~` �` �, SANDWICH, MA 02563 P No.ca $ MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND o N/F IN TRUSTS ` t�� a Fs �� T TURTLE ISLAND REVOCABLE L G `� LA S.A.S. AREA IS PROHIBITED o U E cn v �., �A #1 � #724 RIVER ROAD z -•R1 � � � �. CELL (508) 527-3600 � 7� ASSESSORS MAP 44-16 �'' EAS.SURVEYC�YAHOO.COM �~ l