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HomeMy WebLinkAbout0018 BIRCHILL ROAD - Health 18 BIRCHILL ROAD CENTERVILLE A= 189-028 S M E A D KUPING VOU ORGANI7_En No. 12534 2-153LOR W Mgt ,oz PMT4mswIER rwuoo MADE W USA P,-FT ORGANM AT SYEM.CM No.. : 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: c---' Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposal 6pste tt Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 18 "Ditca (u_ P-D Owner's Name,Address,and Tel.No. =Avo t oA Piee`1 u m o PjA 1-&W Assessor's Map/Parcel 1'89 P® a)c- ttot Wegx 1►AP Installer's Name,Address,and Tel.No. 5$-4-77—22 7 7 Designer's Name,Address,and Tel.No. 5 0Z 'oL 3 c4)r=aJGL 44ja sue. Mc+� <::;AA (57. Type of Building: r' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Qom(w'),� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 q-9 . `Y` gpd Plan Date -P-0 Qi Number of sheets Revision Date Title �� ��Z �� PLAb ����«�. Size of Septic Tank Type of S.A.S. Descript ion of Soil JK 6_ Nature of Repairs or Alterations(Answer when applicable) �L-lV$ _ AJ eCk `-Too 14-/Z) 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 lth. _ Si Date Application Approved by Date, Application Disapproved by kvj Date for the following reasons Permit No. 9.aI 7 �7 -7 Date Issued 5- No. c, / �'�'� Fee t/U r THE COMMONWEALTH OF MASSACHUSETTS Entere din computer; Yes PUBLIC HEALTH DIVISION .- TOWN O�,,BARNSTABLE, MASSACHUSETTS Rpplicatlon for 33isposaY*pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade)0 Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 18 Owner's Name,Address,and Tel.No. J ZAMDtCA PERK IPA MoNAP6W Assessor's Map/Parcel t�J((�(S' Installer's Name,Address,and Tel.No. c;R_4Z7_WR 7' Designer's Name,Address,and Tel.No. Sec 77 3 0,077 Cs�p�ewtt�E �r2$p JG (5`U6r1WEZ_X4uC1 rkr— Type of Building: Dwelling No.of Bedrooms Lot Size 'f sq.ft. Garbage Grinder( ) Other Type of Building kESl IA4- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3(D �. gpd Design flow provided o'�CiLq c C1 gpd Plan Date 5- 7 p(!R Number of sheets t Revision Date Title 19 E / P^Ai> P! 1'?ETZ w/ Size of Septic Tank ( ( Type of S.A.S. Description of Soil 4K Ep A4 SEA :2 at l SC:E- Rc A AJ Nature of Repairs or Alterations(Answer when applicable) :ZNSTQE )Eat) 5an C- 2 !&l6 Date last inspected: m 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 lth. 4L_ u Sign Date 7 S— l Application Approved by ! Date Application Disapproved by Date for the following reasons Permit No. a q — 1 '7 ') Date Issued T_ --------------------------------------------------------------------------------------------------------------------------------------- '.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 at as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction PermitNo.-J p ated ��/ Installer /�bD 'l��( /?,� Designer #bedrooms " .3 Approved design flow and The issuance of thi4 permit shall not be construed as a guarantee that the system wi a fun,tired. Date Inspector No. ) C4 7 `' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem ConstrULtion 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(� Abandon( ) System located at 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. i Provided:Construction must be completed within three years of the date of this permit. Date, C——i / g Approved by f ! ! _ May, 31. 2019 1; 01AM No. 3246 P. 1 Town of Barnstable ° Regulatory Services • Richard V. Scali Interim Director0_ � a�ruvere��e, a 1 Y9. Public Health Division 9 �6DMp�� Thomas McKean,Director z> 200 MA In Street,Hyannis,MA 02601 , Office: 508-862-4644 Fax: 508 790 6304 Installer &Designer Certification Form Date: Sewage Permit# Assessor's Map\Pareel Designer: TC Ey)c iin ee-ci,)I , Z;nc,. Installer: Caee.witle- L nru�r(se� Address: 2h5Y Granbe+r1. I�i!(�wo.x Address, 15�5 Comtyl rcCol S-Frecl 60si uioreln4ro >1A o2a i Masti ei:, �A o2�`iq On 5 aril I GadeWicle L'Y)I4"re(fse,5 was issued a permit to install a (date) (installer) septic system at 18 Q�rch i i( g U o4 based on a design drawn by (address) T c 1;oY ne"Zo 'TV1 c. dated z o 11 (designer) v 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. Strip out (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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' e with the terms .of the IW approval letters(if applicable) ��Jr of Wssgr ti JOHN CNURCHIL JR. y APMeTURN natu Ci NO 1907 A Is R gnature) (Affix Des' er amp)Here)PLE TO ARNSTABLE PUBLIC HE ALT DI S-ON, CERTWICAT' E OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS h�4� ,_UILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEAY.T)EI DrSIOIV THANK YOU. WSeptiODesigner Certification Form Rev 8-14-13.doe TOWN OF BARNSTABLE A- ".ATIO; ,.. ilZCle iLL� a SEWAGE# �� - `�� VILLAGE # —VIU- = ASSESSOR'S MAP&PARCEL INSTALLER'S ;CIE&PHONE SEPTIC TANK CAPACITY (, 00 GALL "C LEACHING FACILITY:(type)0) (size) (;Z aZ "X a-S NO.OF BEDROOMS 3 ,(� OWNER �AJQ0iA4 PL�e(PA �" aa4f-WAO PERMIT DATE: 5 m IS-„-,o(9 COMPLIANCE DATE: j 3 O -(cl Separation Distance Between the: 'Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility (V Feet Private Water Supply Well and Leaching Facility(If any wells exist on / site or within 200 feet of leaching facility) Ki 4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within a� 300 feet of leaching facility) N14 Feet FURNISHED BY A+r eq7 ' LLJ A f CMt�aslD ;t, A-q --t3 23.5 � s , �tHE rq� a Town of Barnstable PT# Department of Inspectional Services BARNSTABLE, q� b S. �0� Public Health Division 01f0 MAt 200 Main Street,Hyannis MA 02601 AJ Office: 508-862-4644 00 Date Scheduled V '�' 1 Time �c. I-d Soil Suitability Assessment for Sewage Disposal Perfonned By: iC�Q�' 1 IMQ1�T�� Ells (SE Witnessed By: LOCATION & GENERAL INFORMATION _ Location Address: 00 J P_0,J4 l(,._ P,C)A Owner's Name:JANM lRA PepGmA K OAAM 'P© B I -st AR 06 M{ Owner's Address: , Assessor's Map/Parcel: ( $ ®� Certified Soil Evaluators Name:M` Q 1 L M PI�NI�NT6C.�+ ��tNGlll1i21 �1.1C�CON1 Certified Soil Evaluators Email: New Construction or Repair: MAPAIR, Certified Soil Evaluators Telephone Land Use �P SrC�{���tCa� Slopes(%) V— J G�d Surface Stones Distances from: Open Water Body ' t �//00 ft Possible Wet Area '>�ft Drinking Water ft Well AIJA Drainage.Way /"/A ft Property Line 7 t6 ft Other — ft G Parent material(geologic) J,"J C.' Depth to Bedrock >� u a, ���• �- 13a 13 6 S Weeping from Pit Face Depth to Groundwater: Standing Water in Hole: y� p g Estimated Seasonal High Groundwater �� U• �J.S E_ T _RM NATION FOR SEASONAL HIGH WATER TABLE Method Used: ;f C ! �int�_ .___. - ._ . .. _.­ _.. _ Depth Observed standing in obs.hole. 1> 12 D_ in. Depth to soil mottles: 3 a in. Depth to weeping from side of obs.hole: '> 13 2 in. Groundwater Adjustment ft. Index Well# — Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST vatetl— IIQGwt . Observation Hole# � Time at 9" Depth of Perc 3 6-54 — Time at 6" Start Pre-soak Time @ p®Sri Time(9"-6") End Pre-soak 'I• G GW\ Rate Min./Inch < I / Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) A Deep Observation Hole Log Hole#: 1 a 3 . Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel 3G 13a C wl -crae SrA d.5Y 116 Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistenc %Gravel Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No V 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? Q If not,what is the depth of taturally occurring pervious material? Certification I certify that on Q-a7197?(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 Date ✓ �` SKETCH: (Or you can attach a separate sheet) (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See ak+ckvz( eLn Ak sky 7 o TOWN OF BINSTABLE LOCATION l SEWAGE # � I � 4 VII.LAGE �%� ASSESSOR'S MAP & LOT o _ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 0 AS (size) NO.OF BEDROOMS JA��j�;�� �NM IePh�r �u � BUILDER OR OWNER Co-A n n 114 z! � PERMITDATE: 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 Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Peet ,S 14&Ms :d by ., ���-57 - ReadyRooter "Ready when you are!f9 February 13, 2004 To Whom It May Concern: On February 11, 2004, Ready Rooter, Inc. located and uncovered the septic system at#18 Birch Bill Road, Centerville, MA. Ready Rooter, Inc. has confirmed the location and size of the system, which consists of (1)6' by 6' cesspool and(1)6' by 6' overflow cesspool. Location as found: 164W qq ye Please call(508)888-6055 with any questions you may have. . Best regards, Patrick T. Sullivan Certified Title V Inspector Ready-Rooter, Inc. 4 P.O. Box 371 Sandwich, MA 02563 Al Phone: 508.888.6055 0 Fax: 508.888-0242 T.O.F. EL.= 55.1'± FINISH GRADE OVER D-BOX= 54.2'± � _ FINISH GRADE OVER CHAMBERS = 54.1 54.2 GENERAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE FINISH GRADE OVER TANK EL.= 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION RISER TO WITHIN 6" OF FINISHED GRADE �� OUTLET TO WITHIN 6'OF F.G. 53 9,+ 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX 2 OF 1/8 TO 1/2" DOUBLE WASHED FINISHED GRADE MIN SLOPE 1 /o " " METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL f @ FOUNDATION = 54.3 ± - [5" DIA. OUTLET(S) TO F.G. (SEE GENERAL NOTE#21)\ STONE OR GEOTEXTILE FILTER FABRIC-� CODE AND ANY APPLICABLE LOCAL RULES. 24"MIN.ACCESS 9" MIN 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS= 51 .23' PLACE RISERS ON ALL COVER (3 TYP.) 36" MAX. f DESIGN ENGINEER. PROP. SCH. 40 9" MIN. - CHAMBERS WITH PROP. SCH. 40 9 MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PVC SEWER 36 MAX. 50.40' 36" MAX. BREAKOUT EL= 50.90' INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE <_ 2" DROP MIN. MIN.SLOPE@1% 6" 3„ - 3" DROP MAX. 3" 9„ L=15�± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN - MIN.SLOPE @1i PROVIDE WATERTIGHT o o ELEVATION = 50.90' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF \ 0 0 0 0 0 0 0 0 0 0 0 0 0 D o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. *51 .8'± 14„ 51 .10' SEPTIC TANK 4" PVC OUT TO O LEACHING FACILITY o0 0 0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 51 .35' INLET TEE „ oo 00 48" OUTLET TEE 50.77' MIN. 6 50.60' T 00 0 0 0CD 000 6: THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK TEES TO BE CENTERED GAS BAFFLE 6" CRUSHED STONE o o o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS DIRECTLY UNDER RISERS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 12.3' OFFSET TO FND COMPACTED BASE , I AND DESIGN ENGINEER. 4.0. -8.5' TYP _ 6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX ( ) 4 0 4.83' 4 0 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 55.00, OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON THE CORNER OF BULKHEAD AS SHOWN ON PLAN. COMPACTED BASE C C C C C BASE. FIRST TWO FEET OF OUTLET 48.40' GROUND WATER ELEV= < 43.20' 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON CHAMBERS 5' MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" CROSS SECTION VIEW CHAMBER END VIEW *CONTRACTOR TO VERIFY EXISTING (Dimensions per TYPICAL CHAMBER PROFILE CHAMBER ^► TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & ;� I I C T/AI`�r\ t°r-�U I- I L, ACME/Shorey) D I ST R I B U ION BOX DETAIL C HAM B E R DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE � NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING .• •1 •' �. ,` � "' , T F ST PIT n 4TA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM !f . • ' PERC NO. 15958 APPROPRIATE AUTHORITY. MAP 189 fl! • • ry b • • !F : ' INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED `.!I - UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR ti __*__ ..- : u +. EVALUATOR: Michael Pimentel, EIT, CSE • 0 �� . / - TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 3 ps, LOT 31-3 � • • • + ," , •+L^,r ,;� Oct. 27, 1999 / -54 15" �3S 1p„ / • • • .• • • ! • • *� C.S.E. APPROVAL DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. �� • • • • ; • ,C ra e ✓' �_ ` • • � • DATE: April 25, 2019 9 .r�3, ' I 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 25�, �.� / ' • ` .'•. • • .� S � •' • , R TEST PIT#: 1 &3 15" _ - 55- �C� • • • • ,• ) �' . •• • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 15" �� �// • .• • y ', •• • • • ; ,(�6► ELEV TOP= 54.20' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, // .a . • FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 1 p ! � J,._` • • • • D • +. • • . •• . I ELEV WATER= <43.20 ell / "=�C '� �,. •. • •. •. • y 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN \ (4) FR ... ✓F <� • • • • T r PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. Vic , ii -� �� • • ), ;,;j . • 22" I PROPOSED 1,500 .1: /` • ` CID GALLON SEPTIC w o !1!✓ �;� y• ;' `+`• •� Q DEPTH OF PERC - 36" -54" 16. PROPOSED PROJECT IS LOCATED WITHIN: 9" ` R •• • ASSESSOR'S MAP 189 LOT 28 EXISTING CESSPOOLS TO BE TANK 5 I( - \ s e D• • TEXTURAL CLASS. 1 - - PUMPED, FILLED WITH COARSE TP 2. d IIISh �,, ' `_ 1 1\ BM 60 OWNER OF RECORD: JANDIRA PEREIRA MONAHAN SAND, AND ABANDONED O \g o d Match ry, �• . ADDRESS: PO BOX 1014 or, \ 9„/9', (3) I TP 3 : 0 (5) \ •• Rp .. • E 0„ 54.20' MOUTH, MA 02673 b j LOCUS W. YAR _"''``� o I !I •• + • • Fill FEMA FLOOD ZONE X o (2) I � cr ' 1 ,,. ,. • • ,• 1. r` •° 6„ 53.70' \S Tp 4. 26 "- - � ' •• i , q : q Loamy Sand COMMUNITY PANEL# 25001C0561J N \ • ' O• 10 10Yr 3/1 53.37 3� CID (6) / t: r' i : ~'�„ 1 . 17. DEED REFERENCE: DEED BOOK: 28000, PAGE: 198 \ h� � - ranb*ry 't \ 0 '.-- \.� _ - Loamy Sand 18. PLAN REFERENCE: PLAN BOOK: 204, PAGE: 105 PROPOSED �°',--..�..-, 1` . �' ''� `` �{�', • .. 10Yr 5/6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. LINE 1 DISTRIBUTION PROPOSED INSPECTION PORT �+• >ran erry • r. r �\ TREE PROPOSED O BOX 26�' � � ..! J � � 1 + ' r + • „ I , • • ,1. 36 51.20 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY C!O - N Perc FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY - 16" PROPOSED TWO (2) 500 GALLON j r' v -� ♦ • i'1 �/ FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. LEACHING CHAMBERS W/ �,� } w< \ •v . 1 �, / .,� 54' 49.70' EXISTING SEPTIC PIPE PC Ss SURROUNDING AGGREGATE \� • • • ' •`' I + �, • . , -, 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A \ (APPROX. LOCATION) TO BE HC C.� t (' �� ''� '�` .+ DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A TIED INTO PROPOSED 1,500 PECK /ENCLOSED X"x BH \, - G�j -r •� i f;✓' 1•/ C Med.-Coarse Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. I [ 2.5Y 6/6 GALLON SEPTIC TANK / PORCH / 1�F 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL to REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 0� - - \INV LOCUS PLAN I / SCALE: 1"= 1000' 4- Benchmark #18 132' 43.20' / t Corner of Bulkhead EXISTING No Mottling, Standing or Weeping Observed Elev. = 55.00' 2-BEDROOM --- -- ----- ___----- - ------- Approx. M.S.L. DWELLING / DESIGN DATA VES 1 PHI DA .I.A LEGEND PERC NO. 15958 50xO' EXISTING SPOT GRADE a NUMBER OF BEDROOMS (EXISTING) 2 c9� p� / ^ INSPECTOR: David W. Stanton, R.S. - - 50 - - EXISTING CONTOUR FFE = 55.9'± = NUMBER OF BEDROOMS (DESIGN) 3 GARAGE � c� EVALUATOR: Michael Pimentel, EIT, CSE y DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 27, 1999 -� 50 PROPOSED CONTOUR �. y / TOTAL DESIGN FLOW 330 GAUDAY DATE: April 25, 2019 50 PROPOSED SPOT GRADE MAP 189 I X a DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 &4 LOT 27 I I ' SLAB = 54.9'± y ' = GAS - EXISTING UNDERGROUND GAS USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 54.20' 1 - O/H/W EXISTING OVER HEAD WIRES I 1 = ELEV WATER= <43.20' \ � / � --r - -- - - Z' MAP 189 PERC RATE _ �/ W EXISTING WATER LINE I su / I - LOT29 INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE z ( TEST PIT LOCATION DEPTH OF PERC= SIDEWALL CAPACITY I N I SWING-TIES (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY TEXTURAL CLASS: 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK 1 0 o? I MAP 189 £ WATER LINE (25.0' + 12.83') ( 2 ) ( 2' ) ( 0.74 GPD/S.F.) = 112.0 GAUDAY - „ LOT 28 (APPROX. LOCATION) DESCRIPTION HC PC PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE 21,145± S.F. I 0" 54.20' SEPTIC COVER IN (1) 28.1' 9_7' BOTTOM CAPACITY Fill 0 PROPOSED DISTRIBUTION BOX (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY O -53. __ r y a SEPTIC COVER OUT(2) 23.1 14.7 (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 6" 53.70' PROPOSED 500 GALLON LEACHING CHAMBER I\ £ q Loamy Sand X CORNER OF STONE (3) 27.0' 26.2' 10„ 10Yr 3/1 53.37' I I I u, X 3 � � CORNER OF STONE (4) 37.8 38.6 TOTALS. B Loamy Sand �o s - -53 TOTAL NUMBER OF CHAMBERS 2 10Yr 5/6 CORNER OF STONE (5) 34.5' S0.3' REV. DATE BY APP'D. DESCRIPTION in � TOTAL LEACHING AREA 472.2 SQ.FT. -- o / v CORNER OF STONE (6) 22.2' 41.T TOTAL LEACHING CAPACITY 349.4 GAL./DAY 36" 51.20' PROPOSED SEPTIC SYSTEM UPGRADE Z z \ R_90.00 1 - -/ PREPARED FOR: I � L=48.97 CAPEWIDE ENTERPRISES I Med.-Coarse Sand I 3 i NOTES: 2.5Y 6/6 cz 52- LOCATED AT I N RE �" T. _ _ _ _ � 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 1 18 BIRCHILL ROAD EDGE OF PAVEMENT EACH SEPTIC SYSTEM COMPONENT. CENTERVILLE, MA 02632 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE SCALE: 1 INCH = 10 FT. DATE: MAY 7, 2019 \ BIRCHILL ROAD PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT I 132" 43.20' N Ira I DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF �t of ,y� o s �o zo ao FEET _N6g° A30o (40'WIDE LAYOUT) HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. No Mottling, Standing or Weeping Observes JOHN Lis PREPARED BY: 1y U.P. 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. RESERVED FOR BOARD OF HEALTH USE CHU CAALL JR. N JC ENGINEERING, INC. #888/2 I N0. 41807 2854 CRANBERRY HIGHWAY 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY; / FOR THE INSTALLER. INSTALLER SHALL VERIFY S'NING TIE MEASUREMENTS i EAST WAREHAM, MA 02538 SITE PLAN IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL 508.273.0377 SCALE: 1"= 10' NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4630