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HomeMy WebLinkAbout0184 WEST STREET - Health 184 West Street Osterville _. A= 139-059 I TOWN OF BARNSTABLE LOCATION I F W LS} s SEWAGE# „ oto -- 3 (® 1 VILLAGE 05-)oA,yt I\R ASSESSOR'S MAP&PARCEL 13 C S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1 S coo LEACHING FACILITY.(type) Sion¢I"e�5 BgeQ (size) 11 Ll. Y' K NO.OF BEDROOMS q OWNER 4 1 e ^ d. ff' e. 'Luv'Q PERMIT DATE: Z - 2t0 to COMPLIANCE DATE:_ 30 - Zo to Separation Distance Between the: z Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _u0 P o @ IA 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 A► 13.5 gy a�"• z !12 �8•s as �9S . ,�� aa•a �3 les � � � , 6z ao . l cs �� S� . 83 �.� el 3 3 �► i No. Fee THE COMMONWEALTH OF MASSACHUSE'TTS Entered in computer: Yes 1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, IMASSACHUSETTS \ Rpplication for Digo!goY *p5tem Con5tructiou permit Application for a Permit to Construct( ) Repair V/) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (n/tS h sf Owner's Name,Address,and Tel.No. GS lT�(lz w/I' c�a.(a 5`S V t\n , (A C-r �c-"'A - Assessor's Map/Parcel 1 3 ! _ 9 1 it c( (_ hey f"S�— Insttaller's Name,Address,and Tel.No. rob F2_9 �(0-3 8 Designer's Name,Addresses and Tal.No. 5 o j'_.. 33-7/7 yid 2� ass Cra ri 6e�i -AA-u Type of Building: Dwelling No.of Bedrooms t Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building a S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) t11 gpd Design flow provided gpd Plan Date g a — t Q Number of sheets Revision Date Title Size of Septic Tank 1SoC-1 Type of S.A.S. jS A- 362 13 Description of Soil S[e Sot Nature of Repairs or Alterations(Answer when applicable) .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 Bo of Health. G Sig e " Date p W Application Approved byVT�� Date Application Disapproved by: Date for the following reasons Permit No. Date Issued THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) 1 M /4 GL DATA S. .. No. Fee f- '1 .` -. -.--THE COMMONWEALTH OF MASSACHUSSETTS Entered in computer:Vs � PU,.BLICt- -'E'ALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS �- Z(Ppricotion for Mi!6poga1 i§raem Cony truction Permit Application for a Permit to Construct O Repair(r/) Upgrade(� ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.W1 s 5-1Owner's Name,Address,and Tel.No. t 1,t 0A,", Assessor's Map/Parcel Installer's Name,Address,and Tel.No. �_' Designer's Name,Address and Tel.No. J Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building l<.r.,� No.of Persons�t _ Showers( ) Cafeteria( ) Other Fixtures f Design Flow(min.required) ' -gpd Design flown provided Lt4/y gpd Plan Date v y Number of sheets Revision Date Title {: x Size of Septic Tank ":, -Ie'Type of S.A.S. 254 r^ 3(01 3 Description of Soil )ve }. Nature of Repairs or Alterations(Answer when applicable) 5 C-t 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b this Board of Health. Sig e44 Date Application Approved b Date Application Disapproved by: Date for the following reasons ' Permit No. Date Issued ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - Certificate of Compliance THIS IS TO CERT/I'FY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded _Abandoned,( )by 51 41, n r" f f at 1 r, UU p ,e -S has een construe a in cordance with the provisions of Title 5 and the for Disposal System Construction Permit No. !� �- dated Installer rao.a U !d� ,,1 so i Designer y #bedrooms �/ Approved design flow y '�t� gpd The issuance of this jermit shall not be construed as a guarantee that the system wil rf cti n as designed. Date �jJ, 1b Inspector W� 1 r No v— ������'K-•'� r� _._——— _r= .._—.: —— _Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mioo al *pgtem Conotruction Permit Permission is hereby granted to Construct ( ) Repair (✓ Upgrade ( ) Abandon ( ) System located at C»111 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty Y to comply with Title 't e 5 and the following local provisions or special conditions. pY g _ P p Provided: Const'ction us/t e completed within three years of the date of this pe . Date Approved b p Y t Town of Barnstable Regulatory Services Thomas F. Geiler, Director '.lXRAR►FrA M Public Health Division KAM dy 1659. 5 Thomas McKeanr Director 200 Main Street, Hyounis,MA 02601 c)MCC: 508-462-4644 Fax: i01•'�i'•c:' Date: Sewage Permit# 2-0110=3(.N Assessor's Map/Parcel Installer& Desiener Certification Form Designer: SC_ Eln� it,�L�Cit(1C Tr1C..... . Installer: G%a eLL;tde.. Lr'll'et cise. , !_ �r,, Address. Z�, y (Lamb ( Address: -,r o Q Iasi WOWne Y1 1.1 A 4is.38 - vl�l•e azc��t ra1Cy_ was issued a permit to install a daft (installer) septic system at I �y tUe�,t S tree.{ based on a design drawn by SL' C�1�cn�ec(rtae� :Gne. .--- dated A4iLtk. 4,?`_'tO-.. ... I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes Stich as lateral relocation of t1ic distribution box and/or septic tank. Stripout (if required) was inspected and the soils �rcry found satisfactory. I certify that the septic systen referenced above was installed with major changes greater than 10' lateral relocation of•the SAS or any vertical relocation of tiny component of the septic systurn) but in accordance with State & Local Regulations. Plan revision or curtitied pis-built by designer to follow. Stripout (if•req 1, nshected and the soils were found satisfactory. Py�"0v1a,��c GI�'•l. (Installer's .'ienattlrt) No ajarf .F esigner a;Signatur ~(A ix esil, e s nip Herej PLEASE KETUIZIV ' O BARIVS"1 AI3Llr PUBLIC HEA�'I'H_�IIVISI()N. CERTIFICATE ni'" COMPIJANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND_A.S- E' 13UII,T_CARD ARE REIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TMANh YnU. ;'l.l ll 1i11'i\Jy 1'LII�I�GIIIIC:1 dl;l i1 i 111 110� T M -J J oca c l 7 5a LIW T]17�h1 T h -4n r 1.1H CLi 7 T T A T R7.-4Gi-.-IaR ,1t Town of Barnstable P# 7 �p Department of Regulatory Services BMWSTABL& : Public Health Division Date o 200 Main Street,Hyannis MA 02601 • rFo Huet� Date Scheduled Time / Fee Pd. l Soil Suitability Assessment for Sewa�efisposal Performed By: birG1d1 e.4 Ut'(�t)("D F•1.T �.Sf Witnessed By: � , n LOCATION & CENERAt,INFO Location Address f t/ f Owner's Name CIVe�- GcSi-PNr Il Q Address ! G,e s+ s km4, 0 s kc v(ile t W se . �2vtc. Assessor's Map/Parcel: ' ,d� Engineer's Name C G�Wr� f"5C t n Sner-vtS NEW CONSTRUCTION L1 REPAIR Telephone# J V 3?7 Land Use AP�l Q161 T G ! ��� fit•�1 \ 5 Slopes(%) 0-3 1/o Surface Stones l,(wl e Distances from: Open Water Body > 10 U ft Possible Wet Area >10 0 ft Drinking Water Well ,160 ft Drainage Way > i d® ft Property Line 10ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Parent material(geologic) Q U!WAs N Depth to Bedrock 12Q B�T S Depth to Groundwater: Standing Water in Hole:A on r Weeping from Pit Pace Estimated Seasonal High Groundwater > Z O r r C7'S I)ETRRMINATION FOR SRASON�AL:YIGI `VATR IA . Method Used: (fir`fe C f" QloseNe h ors Depth Observed standing in obs.hole: 1_2-0 in. Depth to soil naottles: _. . _7,�ZO .__ _ In. Depth to weeping from side of obs.hole: `- (IC—! In. Groundwater Adjustment _ ft. Index Well# Reading Date: Index Well level_—__ Adj.factor '___.. Adj.Groundwater Level_- PFIRCOLATIt N'TEST Date Observation Hole# l` Time at 9" Depth of Pere 3a-�s ry Time at 6" Start Pre-soak Time @. 10:18 Time(9".v) End Pre-soak Rate Min./Inch e rni,/rr� Site Suitability Assessment: Site Passed l/ 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:\SEPTIC\PERCFORM.DOC DEEP`OBSERVATION HOLE LOG Hole#J. Soil Depth from Soil Horizon Sl Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel A 5 16 yR 3 3R LS 16YR S6 Mn - 1 MS Z.sy613 None DEEP OBSERVATION HOLE LOG Hale# 2 Depth from Soil Horizon. Soil Texture Soil Color Surface(in.) Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Q r Consistenc %Gravel LS !UIr3/z pa -e $�3 2 [.S -5A �11 3 2-ao G 2 5�V.3 m e— DEEP OBSERVATION HOI;E I,OG Depth from Role# P Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEERMSERVATION HOLE LOG Holy# Depth from Soil Horizon Soil Texture Soil Color SQjj Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisterlicy,% r v 1 Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No X Yes Depth of Naturallv Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �e.$ If not,what is the depth of naturally occurring pervious material? Certification I certify that on Zq Q 3 (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 training,expertise and experience described in 310 CMR 15.017. Signature �.�!�/(!'C� Date Q:\SEPTIC\PERCFORM.DOC I . TOP OF FOUNDATION = 28.9'' PROVIDE EXTENSION RISER INISH GRADE OVER D-BOX= 28.6''+' 4" SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 28,0' - 28,6' GENERAL NOTE S WITH COVER OVER INLET 8� SLOPE @ 2% MIN. EXIST. F.G. @ FND= 28.4'± FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 28.3'+ RISER TO WITHIN 6" OF FINISHED GRADE_5"DIA. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIIN.ACCESS - - -- - -� ---9"MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PROP.4„SCH.40 COWER(3 TYP.)- YP.) 36"MAX. i DESIGN ENGINEER. 9"MINI. 9"MIN. PVC SEWER PIPE PROP.4"SCH.40 36"MAX. 36"MAX. TOP OF SAS/B.O. = 25.74' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL `PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. MIN.SLOPE @ 1% 6" 3" 2"DROP MIN. �! 3"DROP MAX. 3" 9" MIN.SLOPE@ 1% PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN L = 5O'± JOINTS (TYP.) ELEVATION =25.74' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A *26.90 10" " 4" PVC IN FROM 1.08' 13" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14 26.25' SEPTIC TANK 4" PVC OUT TO (TYP.) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 26.50- O LEACHING, FACILITY 0.59' 7.13"(nrP) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 12„ 6„ 48" OUTLET TEE 25.67' MIN. 25,50' 25.25' 24.66' (laid flat) 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. GAS BAFFLE 5.0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6" CRUSHED STONE (TYP.) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER(MECHANICALLY REQ'D 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10.4'TO FOUNDATION COMPACTED BASE 25 0' AND DESIGN ENGINEER. 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 30.00'ESTABLISHED OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.- < 18.10' BIODIFFUSERS (END VIEW) ON FIRE HYDRANT TAG BOLT AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 25 - BIODIFFUSERS PROFILE 9• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10' 6' WIDTH 5' 8" DEPTH 6 8" (Dimensions per Wiggin CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC t,,,, TANK F I ..E Precast Corp., Pocasset,MA) p BOX ��,,// (� pp BIODIFFUSERS C TO THE DESIGN ENGINEER. 'CONTRACTOR TOREPLUMBINTERIORSEWER ETI �� DISTRIBUTION L�O/0 DETAIL 25 ARC36 ( 361 3©D) BIOC)IFFUSERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. PIPING TO EXIT HOUSE AT THIS ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • ` .• East I PERC NO. 13027 APPROPRIATE AUTHORITY. • • • '~ + I INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • ` • • • "� '� " + LOCATED UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE • «r.�p • . • • •1 . EVALUATOR: Bradley M. Bertolo, E.I.T. ' „ 3 • �► s THEY SHALL WITHSTAND H-20 LOADING. • ; y " r • . ''�t C.S.E. APPROVAL DATE: July 2003 •' + •• • r • • ' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • •• 0 '• • M so t//� DATE: August 17, 2010 SIRi' •* �; ' •� I► �y TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ELEV TOP 28.10' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. • • ' r• * • � U • r = REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ' . C� •' ' ELEV WATER= < 18.10' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). O ' �• •'a •�_' LOCUS •` * • as 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN Lf) + • • • , ,r o PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. CO z CRYSTAL LAKE RO 8c t 1 # •• • 40, DEPTH OF PERC= 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: AD a 36 721 (30,WIDE LAYOUT) .., . 11 • TEXTURAL CLASS: 1 ASSESSOR'S MAP 139 PARCEL 59 PROPOSED 8 ' 29'� U 7 DISTRIBUTION BOX - X- --- ," - OWNER OF RECORD: EILIEEN E. McIVER Q`- x� x- ----- - �_- I Se� •-.. • 0" 28.10' ADDRESS: 184 WEST STREET � - L=83.40' .31 PROPOSED TOTAL 25 1 TP 1 28 6' MAP 139 OSTERVILLE, MA 02655 �. � � • � Loamy Sand ARC 36 BIODIFFUSERS IN x 28.1 PARCEL 59 • �f `.-.�•o c • A 10Yr 3/2 A FIELD CONFIGURATION O �j! • ••a 8" 27.43' FEMA FLOOD ZONE C PROPOSED INSPECTION _ O O 11,697 S.F.± �� _ a=4 • COMMUNITY PANEL# 25i0001 0016 D PORT (TYP OF 5) , *.___.f .- B Loamy 10Yr 5/6 d � 17. DEED REFERENCE: L.C.C. 59266 5 . v", - +y Benchmark , � PROPOSED 1,500 Hydrant Tag Bolt - a. 11 „ 25.43' 18. PLAN REFERENCES: 1.) L.C. FLAN 7685-G Y 9 \ 10.1 GALLON SEPTIC TANK E.-� � 32 Elev. =30.00' x 22.�, � BH u• �� • � .r ;: • " 36" 25.10' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. Approx. M.S.L. a • fi, n .; ° 4 Perc 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 54" 23.60' FREPLUMBED PIPING f FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Will' .� ,. U ' tS. f FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. \ _` Medium Sand C 2.5Y 6/6 1 \ ,.�: #184 -`' (loose) ' EXISTING 4-BEDROOM DWELLING LOCUS PLAN O t TOF = 28.9'± O m 'o I DECK SCALE: 1"= 1000' " MAP 139 No Mottling, Standing or Weeping Observed PARCEL58 DESIGN T TEST PIT D . A LEGEND PERC NO. 13027 o NUMBER OF BEDROOMS (DESIGNS 4 INSPECTOR: David W.Stanton, R.S. 50x0 EXISTING SPOT GRADE EVALUATOR: Bradley M. Bertolo, E.I.T. rn rn DESIGN FLOW 110 GAUDAY/BEDROOM - - 50 - - EXISTING CONTOUR ,o o C.S.E. APPROVAL DATE: July 2003 o ' \ TOTAL DESIGN FLOW 440 GAUDAY August 17, 2010 50 PROPOSED SPOT GRADE ol SWING-TIES '� co DATE:�Ia \BIT. DRIVE DESIGN FLOW X 200 % = 8180 GAUDAY TEST PIT#: 2 50 PROPOSED CONTOUR SCALE: 1' =20' USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 28.60' DESCRIPTION HCA HC-2 HC-3 � �.__. .-- - EXISTING CESSPOOL WITH ❑/►-+/w EXISTING OVERHEAD WIRES CAST IRON FRAME AND COVER ELEV WATER= < 18.60' SEPTIC COVER IN (1) 16.7' 24.0' -- � TO 8E PUMPED, FILLED WITH W W EXISTING WATER LINE CLEAN, COARSE SAND PERC RATE = SEPTIC COVER OUT(2) 22.5' 20.2' -- / INSTALL 25 ARC 36 (#361313D) BIODIFFUSERS TEST PIT LOCATION x DEPTH OF PERC= , -BIODIFFUSER CORNER(3) -- 36.8' 62.4' TEXTURAL CLASS: 1 ( } EXISTING CESSPOOL BIODIFFUSER CORNER(4) -- 47.1' 65.9' � � SYSTEM CAPACITY '`•-- " x (TOTAL L.F. OF BIOS)(4.8 SF/LF)(01.74 GPD/SQ.FT.)=GPD - - BIODIFFUSER CORNER(5) -- 37.6' 43.3' x. (125')(4.8 SF/LF)(0.74 GAUSQ.FT.):= 444.0 GAL. LEACHING/DAY 0„ 28.60' (� PROPOSED 1,500 GALLON SEPTIC TANK BIODIFFUSER CORNER(6) -- 23.4' 37.7' A Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE TOTALS: 10Yr 3/2 \ TOTAL NUMBER OF BIODIFFUSERS: �- ,,�., `'7 8„ 27.93' O PROPOSED DISTRIBUTION BOX (4 3) ' 1 TOTAL NUMBER OF COUPLINGS: 0 \ TOTAL LEACHING AREA: 600.0 B Loamy Sand Q PROPOSED ARC 36 (#3613BD)BIODIFFUSER TOTAL LEACHING CAPACITY: 444.0 10Yr 5/6 N (2 32" 25.93' REV. DATE BY APP'D. DESCRIPTION 1) �� PROPOSED SEPTIC SYSTEM UPGRADE 0 I N Oo 0 0 PREPARED FOR: (5 He-2 HA I w N 14.4' 6) rn o NOTE: Medium Sand CAPEWIDE ENTERPRISES BH EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE C 2.5Y 6/6 s �w DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER (loose) #184 "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO LOCATED AT EXISTING CB/DH (FND) ADVANCED DRAINAGE SYSTEMS, ZINC. ON OCTOBER 3, 2003(LAST 184 WEST STREET 4-BEDROOM MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. OSTERVILLE, MA DWELLING TOF =28.9'± NOTES: SCALE_ 1 INCH = 20 FT. DATE: AUGUST 24,2010', HC-3 120" 18.60' 0 10 20 40 80 FEET 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH No Mottling, Standing or Weeping Observed ��� JOHN� SEPTIC SYSTEM COMPONENT. _- __ _ __ - _. RESERVED FOR BOARD OF HEALTH USE CIVIL PREPARED 4,1 ', JC ENGINEERINN G, INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE 'N p.";IV'`' 2854 CRANBERRY HIGHWAY PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA EAST WAREHAM, MA 02538 SITE PLAN SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 508.273.0377 SCALE: 1" 20' ' Drawn By: BSM i Designed By:MCP I Checked By:JLC JOB No.1861