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HomeMy WebLinkAbout0168 MAIN ST./RTE 6A(W.BARN.) - Health 168 Main Street/Rte .6A West Barnstable A = 134 - 005 No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for ;Dispo8AY 6pstem (COrfstruttiou vErmlt Application for a Permit to Construct( ) Repair(,X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. [(pE (u AW ST (RT CA) Owner's Name„Address,and Tel.No. wcST OAkN51048 Russets.. f Yvis� <Z2A#jC Assessor's Map/Parcel (34105 IQ NIAWS 1 RtBAZPS-&*YQe- Installer's Name,Address,and Tel.No. 50g-tf7?_g8-j7 Designer's Name,Address,and Tel.No. 562-0173-63-1-1 CAPGLo(De &JTI=kP/ l56S u-r- zc, ir�J�trJ 1 zr�c. Type of Building: Dwelling No.of Bedrooms Lot Size 4/5 f sq.ft. Garbage Grinder( ) Other Type of Building RGSiD&-jJTJ A L. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 55.2. gpd Plan Date 3 aR—020(3 Number of sheets I Revision Date Title t b8 MA I JO UOES ( B, AKKTABC-C Size of Septic Tank i l DO o Type of S.A.S. 0:;t o Description of Soil r1hiG 5A&A ty 31;1`t ��� P(AAJ Nature of Repairs or Alterations(Answer when applicable) 0;e ClUu i & loop 6RkcD&) -i*0jc& "in PEW ao Ape- 349 w(f - H-;k© 4 tn©tfrvs�t6j F-tLCZD 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 d Date '�'�� Application Approved b Date Application Disapproved by Date for the following reasons Permit No. C961 L © � Date Issued �' . r t No. Fee ' ` THE COMMONWEALY'H OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOIUN"OBARNSTABLE, MASSACHUSETTS Zipplication for 33isposal ,*pstrm construction Permit Application for a Permit to Construct( ) Repair(,X Upgrade( ) Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. I(a MAItJ SY RT Owner's Name Address,and Tel.No. wEST 0AkN5TM Ru55Eu_ s yv_-r <j2^QC Assessor's Map/Parcel (3410.51 5-r R Installer's Name,Address,and Tel.No. JOa 8$77 Designer's Name,Address,and Tel.No.508-,;?73-03-1-1 CApEw iDG- &JT-#=W1SEs S wc- ?'r. L=N<=I 1N-r :r&K- 153' 6091 67KILIA(. Sr 1465LAPe csil Type of Building: f Dwelling No.of Bedrooms Lot Size 43,77 q.ft. Garbage Grinder( ) Other Type of Building RESIDEWT(A L- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date -aR- .1 o 13 Number of sheets tRevision Date Title (62. MA(10 6 61C- T' l/J6S( ,Os4PA.lS CABL +Size of Septic Tank 1 1000 Type of S.A.S. oZ U Description of Soil F-(M[ 5A&A r� 15 EE PC.A N Nature of Repairs or Alterations(Answer when applicable) uS lr c xt t,c l 000 ( x) 6ePZIc_7bW(L iD NCW D-B O_ t� ao AM- 3 4(+d_ 14-a o kbQQ D 1FFU C—_4& ( FI cELD eM)P(G 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. Sig d _ Date Application Approved b Date y Application Disapproved by Date for the following reasons Permit No. C961 Date Issued -------------------------------------------------------- ------------------------- -------------------- ----- TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( � Upgraded( ) Abandoned( )by CAA Qe._.)(D C= C—N7 p9( ,e% I! (� at (tog tM(k���� ES tsE�k (jj5has been constructed in accordance /, ) with the provisions of Title 5 and the for Disposal System Construction Permit No�( 3 ' �G / dated Installer (:,Ape ofDE U?j 7;9gFAJSjES (.l C_ Designer J<_ E1JGP1.16'FIC(1 J6. =Y.]C`. #bedrooms 3 Approved design flow 3 3© gpd The issuance of this permit s iall ®not a construed as a guarantee that the system ill fu signed. Date ``� l�C� Inspector ----------'-`--------------------------------------------------------------------------------------- � LO � Fee Ice THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair(/k Upgrade( ) Abandon( ) System located at ((6'9 M A 10 51n-f==-m (RT GA4 VQ lS-r Pi2LS- 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/comJp�leted within three years of the date of thi`permit. Date 7 /a-! Approved-by_ e■R04/11/2013 05:40 5082(J0J6( 8ZVIts r. VVI/VVI ■i ■ NIN: Town of Barnstable oF� Regulatory Services 4� Thomas F. Geller,Director °^M�M Public Health Division i019' Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 ' Office: 509-862-4644. Fax: 508-790-6304 Date: y-(I- 13 Sewage Perm it# 'a0 t?)-- I." Assessor's Map/Parcel I S 1 l os Installer&Desianer Certification Form Designer: _SG ErVitppet(+nq. T.n[, , Installer: Ca(?zwide EnF��r+'se-5, LLG Address: Z651Y CCc+nbe,�T Iil;�hw�y_ Address: (S3 6a5t wOQAnanri 1 M ft o 253 g MA64R 024r-,49 oil t{„a —o o 13 6,r1>p,)e►5€5 was issued a permit to install a (date): (installer) septic system at 1 b.S Valve based on a design drawn by (address) 3"L Eflg%rtee(t)s ; T"(1C: - dated N&tj4, 2g,2-o13 (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved cpanges.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& Local Regulations. Plan revision or certified as-built by designer to follow. Stripo'ut(if re nspected and the soils were found satisfactory.: SMOF14444 JOHN 1.. JR. Onsf 1101-'s Si,na ) Civil.No d13v% esigner's Signatur (A ffi)X'sigffe s mp Here) PLEASE RETURN .O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A.S- BUIlLT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION, THANK YOU. _ — q',ul'I'i.e I'unnsWrsbnarc�niliralcm ronn.doe TOWN OF BARNSTABLE LOCATION i4,�( /1MI'✓1 St P'T&A SEWAGE# 101 VILLAGE&/p J bVnSfalo Jt ASSESSOR'S MAP 1&PARCEL 13 INSTALLER'S NAME&PHONE NO. rewl��� Y1fe. �1$PS SEPTIC TANK CAPACITY / Q LEACHING FACILITY:(type) X(ARCS (size) //,,T X ol5 NO.OF BEDROOMS OWNERAds5t,1 A C4 Yyc fe :de C PERMIT DATE: L4-a—9L 0(5` COMPLIANCE DATE: Separation Distance Between the: . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 55, 7 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) U Am Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C AJPr t3Ut D� A-3=Q'7. 6` A e =1�+7.�'® / Q A-77 10 V i3-6-16 4' B-7-1 56` G 4 a3 ' ®-4-aa.5 c C� ,L0CATI0 SEW GE PERMIT 110. VILLAGE (AjeS-( f3fienS. t9L INSTA LLER'S NAME & ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED 9_ i�7 _�g DATE COMPLIANCE ISSUED q--//- 79. ,0/ .�P� t�i9e .. } �r> ' ` �� _ � Town of Barnstable P# �� Department of Regulatory Services fi STABS F Public Health Division Date rFo 11Kl�,� 200 Main Street,Hyannis MA 02601 Date Scheduled // Time / F ao 1 Fee Pd. Soil Suitability Assessment for S e Disposal Performed By: To�,, L• C ygv ron it( U-C,� e E Witnessed By: 1p's LOCATION&GENERAL INFORMATION Location Address 10TS (4, 10 S? IZT(.a\ We'd, 0 Owner's Name R055c_u 1 l/ t✓7'V � � NC ` ) Address N S—z . Assessor's Ma /Parcel: 3��0�✓ �pEW1 t>e �J'(�IS, + 3-C ��'c� P �.7 Engineer's Name NEW CONSTRUCTION REPAIR SQ�j-Z 7 3-0 3 7 Telephone# S-d9 47-1 Land Use! r4wbte �arvti l Y dt ve(�i dam- Slopes(%) Z-5 Surface Stones Distances from: Open Water Body 7 6 O ft Possible Wet Area ft Drinking Water Well 50 eft Drainage Way ft Property Une 7 10 ft Other _ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Sew a 4-cl�cc( P ta;.l Parent material(geologic) t �WG b�l Depth 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: Dyeck Obserua Minn Depth Observed standing in obs.hole: - In, Depth to soil mottles: Depth to weeping from side of obs.hole: — in, Groundwater Adjustment f<. Index Well# - Reading Date: - Index Well level Adj,&ctor Adj,Groundwater Level,, PERCOLATION TEST bate 3-19-/3 Time Observation Hole# 1 Time at 9 Depth of Pero 32 ',50 Time at G' /0:5 7 awt• Start Pre-soak 7iime@ I0 30a�1 Time(9"-6") End Pre-soak Rate Min:/Inch 3 I Site Suitability Assessment: Site Passed '�Q5 Site Failed: Additional Testing Needed(YIN) ti 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:ISEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE,LOG ' Hole# t+2- Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. e -Y,Waravel) j-ev'r Y/2. to- z lai r sl — - � 32 ►'`Z G r5 2>�Y 6/6 f r S/8 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA? (Munsell) Mottling;. (Structure,Stones,Boulders. ie DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sol]Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon 'Soil Texture Soil Color Soil Other , Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. e Flood Insurance Rate Mau: Above 500 year flood boundary No— Yes V Within 500 year boundary No✓ Yes ' Within 100 year flood boundary•No.,� Ycs •,� _ - Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the d for the soil absorption system? Y�5 area propose rp • If not,what is the depth of naturally occurring pervious material? Certification I certify that on 11 `�7 (date)I have passed the soil evaluator,examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistentwith . the required traini g,experd and ex 'en escribed in 310 CMR 15.017. Signature Date, 3-2.6-13 Q:1S.EPT10PERCF0RM.D0C l T.O.F. EL.= 3$.T± INISH GRADE OVER D-BOX= 27.0�± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROPOSED 4"PVC VENT FINISHED GRADE OVER BIODIFFUSERS= L7,00' - 29.43' GENERAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2%MIN. INSPECTION PORT WITH WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION ACCESS BOX TO WITHIN 3"OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL OUTLET TO WITHIN 6"OF F. .G RISER TO WITHIN 6"OF FINISHED GRADE F.G. (ONE PER OUTER ROW) FINISH GRADE " CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL, 34.5± F.G. OVER TANK EL. = 32.0'± 5 DIA. OUTLET(S) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. PROPOSED 4" 9"MIN. SEE NOTE 21 EXISTING 4" 36"MAX. 5.00MAX. TOP OF SAS B.O. 24.43 ' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL / = SEWER PIPE PVC SEWER PIPE I SYSTEM UNLESS OTHERWISE NOTED. ____i 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS 6' 3" 3�DROP MAX 3„ 9^ L = 137`± THAN _- - ---, 2 DROP MIN MIN.SLOPEa1x PROVIDE WATERTIGHT ELEVATION =24.43 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A ' ,,/ JOINTS(TYP.) 1.33' 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 10" 4"PVC IN FROM j ! ^ * '.# SEPTIC TANK 4 PVC OUT TO ,- (TYP.) N(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 0.3 _ 10.7 CONTRACTOR TO PROVIDE 14 0.90 LEACHING FACILITY � 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. � SPECIFIED DROP BETWEEN 12" 6" ' , , ^ I , 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 24.30� MIN. 24.13� 24.00; 23.10 (laid flat 2.875 (34.5 )---I SHALL VERIFY SIZE 48 VERIFY CONDITION OF 5 0, (NP) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE 11.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAFILLING WHEN SYSTEM IS NEARLY COMPLETE INING APPROVAL FROM BOARD OF HEALTH (TYP.) 4 MIN. INSPECTION.SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY TANK NECESSARY 25.0 REQ D AND DESIGN ENGINEER. COMPACTED BASE E5 OUTLET DISTRIBUTION BOX (TYP') 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF TO BE INSTALLED ON A LEVEL STABLE GROUND WATER-ELEV.= 17.33' BIODIFFUSERS (END VIEW} 28.00'ESTABLISHED ON TOP OF A CONCRETE BOUND AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL_ BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY INFILTRATOR SYSTEMS, INC.) + 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ARC 36HC ( 3616BD) BIODIFFU�SIIERS (H-20) TO THE DESIGN ENGINEER. CONTRACTOR TO VERIFY EXISTING ELEVP,TION PRIOR NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING a _ �. e TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM �.; HO- - APPROPRIATE AUTHORITY. SPECIAL NOTES: , `' ... PERC NO. 13894 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE � h ,. "� j'` �1l� y. ► - v _ -4- INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS -414 OF EACH SEPTIC SYSTEM COMPONENT. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: John L.Churchill,Jr., PE . --- - .- -� THEY SHALL WITHSTAND H-20 LOADING. 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF - .- - C.S.E.APPROVAL DATE: Nov. 1997 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST EDGE OF BORDERING 16 �� * -. -- # ,_ '"' ' 1 �- 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL VEGETATIVE WETLANDS DATE: March 19,2013 �. , � .z,,. j BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. (B.V.W.) `/ - - - ,, �"- �•- TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE j -18- ,- ` - ' -- - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ',.' --- .. � ELEV TOP= 27.00' 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2 ^ REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, .. OR THE ESTUARINE WATERSHEDS. �!i - ,, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). � a EXIST.WELL � ` � �' � " ,- - ELEV WATER= 17.33' � � � '.;,k.. 15 - - -20- o0g ._ - - ' ,, `" L NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE- 3 min./inch CONTRACTOR SHALL SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 9- LOCUS J - '- DEPTH OF PERC= 32"-50" 16. PROPOSED PROJECT IS LOCATED WITHIN: w rn - -22 -- S a .: J ,� :. �'` - � TEXTURAL CLASS: 1 ASSESSOR'S MAP 134 PARCEL 05 - i Ln k C.,, = r -- OWNER OF RECORD: RUSSELL A.&YVETTE B.CRANE N -24- EXISTING LEACHING PIT TO BE on 27.00 .a a r 1� � � R Sand Loam ADDRESS: 168 MAIN STREET(ROUTE 6A) PUMPED, FILLED WITH CLEAN .� - _ q y I ` " WEST BARNSTABLE, MA 02668 COARSE SAND &ABANDONED ''� p� O� r ._.. 1 16 10Yr4/2 25.67 MAP 134 r c �tj FEMA FLOOD ZONE C Y` r g y COMMUNITY PANEL# 250001 0011 D a.�, �_ „�r, ,� Loam Sand PARCEL 24 q )) cE� s ,. k = 17. DEED REFERENCE: DEED BOOK 3417;PAGE 40 OYr 6 CC 24.33 a �N s a, w rF 18. PLAN REFERENCE: PLAN BOOK 356,PAGE 59 o g: 32"Benchmark 1 \ O .,. Top of Concr. Bound 2 i c�ja Pere I V k1 Elev. =28.00 '50" _ 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. Approx. M.S.L. . .. - 20. PROPERTY LINE INFORMATION IS ONLY APPROXtIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIAB .._� EXISTING 1,000 GALLON SEPTIC TANK \ \ i.>_ .>, .. FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. I ! DESIGN \ \ Fine Sand TO 13E UTILIZED IN T.H S D " ``' :`# s. >'. "y • C 2.5Y 6/4 21. IN ACCORDANCE WITH 310�CMR 15.401 -15.405 THE FOLLOWING LOCAL UPGRADE APPROVAL IS REQUESTED FROM 310 CMR 15.2211 (7): / (1.) 'A 2.00'WAIVER(3.00' 5.00')FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. MAP 134 LP Mottling @ 116" o 1�' 116^ - - - _ 17.33' PARCEL 04 NT319 \ \ ` LOCUS PLAT V 15114' \> P-o �0 10Yr 5/8 E f SCALE: 1"= 1000' " DIRT DRIVE \ -� O PROPOSED H-10 DISTRIBUTION BOX 152 14.33 o No Weeping or Standing Observed Q a o� PROPOISEDTOTAL20ARC36HC DESIGN DATA TEST PIT DATA LEGEND O'CHIM. / _ \ \ t (#3616BD) H-20 BIODIFFUSERS IN PERC NO. 13894 l 1 A FIELD CONFIGURATION M: TP 2 INSPECTOR: Donald Desmarais,R.S. 50x0' EXISTING SPOT GRADE Q/ ( � TP EVALUATOR: John L. Churchill,Jr., PE - - 50 - - Hiw #168 Oiy�� DECK -� 27x0' NUMBER OF BEDROOMS (DESIGN) 3 EXISTING CONTOUR EXISTING C.S.E.APPROVAL DATE: Nov. 1997 3-BEDROOM w 27 �. 15pa DESIGN FLOW 110 GAUDAY/BEDROOM r� I \ �' "w' PROPOSED CONTOUR DWELLING 1 MAPS LL OFF DATE: March 19,2013 �W TOF=38.7'± P '� 40"TREE \ 134, p SFT TOTAL DESIGN FLOW 330 GAUDAY ❑/H/W EXISTING OVERHEAD UTILITIES p�N oo l gRC�L'- TEST PIT#: 2 �'� J� o PROPOSED CLEAN-OUT TO ` -28 24 DESIGN FLOW X 200 % = 660 GAUDAY Q- N ELEV TOP= 27.00' W W EXISTING WATER LINE GRADE TO BE LOCATED N cn --i EXIST. ,`ELL USE EXISTING 1,000 GALLON SEPTIC TANK EXIST. ELL r APPROXIMATELY MIDWAY o ELEV WATER= 17.33 ALONG PIPE TEST PIT LOCATION 4 / PERC RATE_ I-11.5' PROPOSED INSPECTION PORT o DEPTH OF PERC= o EXISTING 1,000 GALLON SEPTIC TANK oN� �/� --� �> WITH ACCESS BOX(TYP OF 2) _30 INSTALL 20 -ARC 36HC (#3616BD) BIMIFFUSERS (H-20) 'y �.� "� ___- -� TEXTURAL CLASS: 1 ;. ^ PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE S N ROPOSED 4 PVC VENT PIPE; f EXACT LOCATION PER OWNER SYSTEM CAPACITY OS MAP 134 / ❑ PROPOSED DISTRIBUTION BOX f (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.) =GPD 0" 27.00' yt. \ PARCEL 05 (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY A Sandy Loam 0 PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) 43,745±S.F. 16n 10Yr 4/2 25.6T i SHED (includes 175 s.f. rounding reserve) TOTALS: ' �� CiG� yp TOTAL NUMBER OF BIODIFFUSERS: 20 B Loamy Sand G� �' TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/6 -� TOTAL LEACHING AREA: 480.0 TOTAL LEACHING CAPACITY: 355.2 32" 24.33' REV. DATE BY APP'D. DESCRIPTION 22.83' PROPOSED SEPTIC SYSTEM UPGRADE a p NOTE: PREPARED FOR: E LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CAPE'WIDE ENTERPRISES RADIUS 30.00 Fine Sand RESERVED FOR FUTURE I '; "MODIFIED APPROVAL FOR GENERAL USE" ISSUED TO INFILTRATOR C ROUNDING(175 s.f.)PER s��'2�50, , 2003 (LAST MODIFIED 2.5Y 6/4 SYSTEMS INC. DATE OF ISSUANCE OCTOBER 3 LOCATED AT P.B.356,PG.59 13T MARCH 14, 2012). TRANSMITTAL NUMBER=X235253. 116" Mottling @ 116" 17.33, 168 MAIN STREET 1OYr 518 - WEST BARNSTABLE, MA 02668 I I SCALE: 1 INCH = 20 FT. DATE: MARCH 28, 2013 MAP 134 ,,, �52" 1a.33' i PARCEL 24 i o 10 20 4o so FEET No Weeping or Standing Observed N OF MgSsgc � �oNN� JC ENGINEERING INC. PREPARED BY: RESERVED FOR BOARD OF HEALTH USE CNURC ILL JR. il. N 2854 CRANBERRY HIGHWAY .4180 9� ��ST ° EAST WAREHAM, MA 02538 SITE PLAN �' � � 508.273.0377 t SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2409 i l L L