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HomeMy WebLinkAbout0583 LUMBERT MILL ROAD - Health 583 Lumbert Mill Road Centerville A= 146-102 S M E A D No.2453LOR UPC I2534 emead aom • Made In USA LO 01H OFRfsana�w�s 1MMMLII�YOOi�Y�O TOWN OF BARNSTABLE LOCATION_ &3 ��th, �- �ln SEWAGE# ZO t t- Z�q VILLAGE ASSESSOR'S MAP&PARCEL 4(& /O x INSTALLER'S NAME&PHONE NO: L'�11ti�rit�, ��'(�,✓)Yla a. �� �$ 7 SEPTIC TANK CAPACITY /Ooo LEACHING FACILITY: (type) 20 1J Z0 (size)' l 1-S X 7-5— NO.OF BEDROOMS 3 OWNER �1•l� �� 1 !v Q PERMIT DATE: �� l� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility r( 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 FURNISHEDBY ��P2cca;� e-&)C(Q✓12-3 l..( c , a A( 139 3) 3z- o �Y 32 133 s3, No. �VC�� 1� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes�L PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS �4pYitation for disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 523 Loo-c�T lkm�_ D-P Owner's Name,Address,and Tel.NoEE . Assessor's Map/Parcel ' 0;x P® , &,s• Installer's Name Address and Tel.No. Sag—4Z-2—V 2`11 Designer's Name,Address,and Tel.No. a c:AV-X-73, ,4--u : ,a 4Wqv X54 0-mo,6 HccqE�Wa€�ria Type of Building: Dwelling No.of Bedrooms 3 Lot Size C sq.ft. Garbage Grinder( ) Other Type of Building jA;k No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided `r"-"t-t gpd Plan Date 9—3 — plc Number of sheets Revision.Date Title 59.3 0— [/( kopq Size of Septic Tank 1 t��Cy i—Ett�� Type of S.A.S.(A) j taffy Cn #-j C 4,44 Description of Soil k t—a C.U/�,5 5 �3 k-, pkd p Nature of Repairs or Alterations(Answer when applicable) { (by 44 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 Boar of Hea _ . Signed ` Date Application Approved b - PP PP Y � Date Application Disapproved by Date for the following reasons Permit No. Qoov1 Date Issued h No.`s Q�°�" Fee V(J. .!- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yet PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Disposal ,*pstrm Construction Vermit Application for a Permit to Construct( ) Repair(N Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 523 W&I0&,T k f 4,�, Owner's Name,Address,and Tel.No. C%Y Assessor's Map/Parcell .. cel ( O-A, QQ V &19 C!nGn!7_ t./X4.C' Installer's Name,Address,and Tel.No. G'pfr•4'71—Q!R Designer's Name,Address,and Tel.No. 54� C7wZ#, t C_ Type of Building: d Dwelling No.of Bedrooms 3 Lot Size 79 ft. Garbage Grinder(r ) Other Type of Building ftga�;tbM I, No.of Persons Showers( ) Cafeteria( ) Other Fixtures e Design Flow(min.required) gpd Design flow provided ? !�_(. . gpd Plan Date —3 —)Q;e Number of sheets Revision Date Title Q t L..►&4 AoW-T- P%4 t��r cfe%jr EX Lie t4_ ' Size of Septic Tank t ,0l`jCo Cj3d!!t .Ok%J_S Type of S.A.S.��� Description of Soil �k " Nature of Repairs or Alteration's(Answer when applicable) �� -..Date last inspected:' Agreement: The undersigned agrees to ensure the constrtiction and maintenance of the afore described on-site sewage disposal system in f r° 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 71 (Ir o).0 Application Approved by ,, ' w , 12A Date ] r Application Disapproved by Date for the following reasons r Permit No. R G. t,{ A Date Issued � / �/) /�w ____---_ 'THE COMMONWEALTH OF MASSACHUSETTS l BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(J() Upgraded( ) Abandoned( )by Po-0entx P) ov O •�� at.,.�$; 4..4*4 6eK7 k(4 •. f,-D df U(LLC has been constructed in accordance with'the provisions of Title 5 and the for Disposal System Construction Permit No.��C�•(�'� dated ' Installer <6ac C> 1p do Designer #bedrooms Approved design flow_��"n gpd .The issuance of this ermit shall not be construed as a guarantee that the system will'mlacii jn as designed. Date RiM 1� D Inspector or \ --------------- ---------- ---(�!). ---- No. 19 C30 C)Lq Fee(� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE., MASSACHUSETTS Bisposal 6pstem Construction J)ermit Permission is hereby granted to Construct( ) Repair j lt� Upgrade( ) Abandon( ) System located at S91 (,, LJkB_'T' M t LL. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 0 /o 0-0 Approved by I 9 , 14, - 1 Town of Barnstable �j"E'O'ra Regulatory Services Richard V. Scali, Interim Director • anxNsrnBLe. 9�A MASS. Public Health Division ran �s Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 8-14-20 Sewage Permit# 2020-_LYE Assessor's Map\Parcel 146/102 Designer: _":5"C Eon )ine_ecCt15+ 'Tylc-. Installer: Robert B. Our Co., Inc. (RBO) Address: ZSS'i Croe6oerry ll►ktnu��,y Address: 363 Whites Path &a54 u�areJnarn N 0Z5�3$ South Yarmouth,MA On b 2-,0 RBO was issued a permit to install a (date) (installer) septic system at_ 583 Lumbert Mill Road based on a design drawn by (address) —SC CO Sitle-e-CiQ 9 10C _ dated 8-3-20 (designer) X 1 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 1 iance with the terms of the RA approval letters (if applicable) j„�„ Sq � cy JOHN L. G� o RCHILL J L nstaller's natu ) CIVIL .41 9o�F G (D ner's Signature (Affix D=D"J' SION. p Here) PL SE RETURN TO ARNSTABLE PUBLIC HEALT CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. _ _._._ Q:\Septic\Designer Certification Form Rev 8-14-13.doc TOWN OF.BARNSTABLE LOCATION 5-83 L( rvi&BM MILL 6, SEWAGE# ZOZO ' Zq$ VILLAGE C,ftEg VI(.LE . ASSESSOR'S MAP&PARCEL I4 10x, INSTALLER'S NAME&PHONE NO. _ Q _ �; Ql1-8877 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) S00 qaj• C kAmBER_S(size) t2.63 ZS NO.OF BEDROOMS 3 OWNER IF, -t A2 MOOLE PERMIT DATE: $t lP t 20 COMPLIANCE DATE: $ l Iq ZO Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _ 4[� (Q 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 33). aut Ca, � s N 0 M O $ 0 C �7 A El A -3 = 33.5 C -4 _ �c.s 4-Z = 35.5 C - 5 D - 5 = l3 �y P iV&- ioa, CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Shaun F. Harrington Order No.: G18105643 All Cape Well Drilling Report Dated: 04/20/2018 i P O Box 126 Submitter: Well Driller Brewster, MA 02631 Description: Lab Analysis -� Laboratory ID#: 18105643-01 � Matrix: Water-Drinking Water e0 Sample#: / Sampled: 04/17/2018 15:30 By: All Cape Collection Address: 583 Lumbertville Rd.Marstons Mills, MA v Received: 04/18/2018 9:45 By: Ellie Sample Location: Turn Around: Standard Routine M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED TIME Nitrate as Nitrogen 5.3 mg/L 0.10 10 EPA 300.0 LAP 04/19/2018 10:47 Iron ND mg/L 0.10 0.3 SM 3111E LAP 04/19/2018 12:32 Manganese 0.033 mg/L 0.025 0.050 EPA 200.8 CL 04/19/2018. 12:02 pH 6.4 PH AT 25C NA 6.5-8.5 SM 4500-H-6 DCB 04/18/2018 12:19 Sodium 49 mg/L 2.5 20 SM 3111B LAP 04/19/2018 12:32 Total Coliform Absent P/A 0 0 SM 9223 RG 04/18/2018 13:00 Conductance 320 umohs/cm 2.0 SM 25106 DCB 04/18/2018 12:19 Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physician. Attached please find the laboratory certified parameter list. 4 Approved By: _.—- - -- r (Lab Director)` ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02.630 Ph: 508-375-6605 Page: . 1 of.1 Town of Barnstable P# 1 Department of Regulatory Services a+arterear� « Public Health Division Date �� 1679• ��" 200 Main Street,Hyannis MA 02601 �n trua ) Date Scheduled l IJ Time Fee Pd. w Soil Suitability Assessment for S e Disposal Performed-By: Htdoa,-A Rvoe:M Ez.r GS(s Witnessed By: / LOCATION& GENERAL INFORMATION 5 Location Address Owner's Name LAX C. .r Address S�� Assessor's Map/Parcel: t q•1ol10.Z- Engineer's Name L,q�Q��c(� �KrrJ-�>�� } 3L egjme`'mi3 NEW CONSTRUCTION REPAIR Telephone# "47 7 b'7 7 .io8-Z 7 3-6 37 7 Land Use SftL*- fan;tr C uwcAki7 Slopes(9b) ( ' 2- Surface Stones "- Distances from: Open Water Body ft Possible Wet Area — ft Drinking Water Well >>50 ft Drainage Way ft Property Line l 6 ft Other — ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) sew ate d e.to ZE a :4CD ZE €'= C) %..n r� Parent material(geologic) DU{"' � Depth to Bedrock .. Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 7 (2C) bVy DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: V recC - doseiJ o ttayt Depth Observed standing in obs.hole: 7 12, In, Depth to soil mottles: Depth to weeping from side of obs.hole: In. Groundwater Adjustment ft. Index Well# Reading Date: — Index Well level Adj,&ctor. Adj.Groundwater Level—7— PERCOLATION TESL' Ditto �-�'ll Thne !/Ah Observation ' Hole# _ Time at 9" Depth of Pert Time at 6" ' Start Pre-soak Time @ j r B 5 All Time(9"-6") End Pre-soak (" (I Ail Rate MinJlnch L Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(Y/N) 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:\SEPTICIPERCFORM.DOC Y DEEP.OBSERVATION HOLE LOG Hole# 1 _ Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. on s i tenry.%Graven 16 -2o (qlb LS fdit312 20-36 - 34-12-0 C, H-CS 2, .5Y6�6 - DEEP OBSERVATION HOLE LOG Hole# 2- Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsis en %Grave Li Ile-r r;l( i6-2o R/G LS doYr�lZ - zo'3� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Man: 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? Ve 5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on )t1"z7"9.9 (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 expert a described in 310 CMR 15.017. Signature Date Q:\S.EFTICVERCFORM.DOC r � No.:r.{a 0 t I l �.� Fee THE Cn.` ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN'OP BARNSTABLE, MASSACHUSETTS 01ppliLAtion for ;Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 58 3 (.ogC9cW;x nc&Cj,,AD Owner's Name,Address,and Tel.No. Ccshi�d�u'tt��-E Low. _e.c$44< + a.l��'f�.✓��1 'OCAS$ Assessor's Map/Parcel otc& t 8 1P O 1000Y- a Z), C4-,-XA8W f u,,eg- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. CAAb'Lzkbc;Hv 1°�p ,1G�bcxe��trr.Cr i:S-3 5 �8�� G�-�Gbv►3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 7% b6 sq.ft. Garbage Grinder( ) Other Type of Building R E S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Sam Design Flow(min.required) 3 30 gpd Design flow provided 3 5 tJ oL gpd ir Plan Date g- 16" l( Number of sheets Revision Date Title JG� C.(/Z"6xx &.ILL P-1) Size of Septic Tank 1 000 Type of S.A.S. a6 SjRC'_3(7jk L4-._0 0(t3'Dtr � Description of Soil 6 Q—� RAJ GO4Sxg; r C, 1 Vj C--!6 c-!> Nature of Repairs or Alterations(Answer when applicable) 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 (,r\- AA Date Application Disapproved by Date for the following reasons Permit No. t — Date Issued No. N' v Fee /boo " \ THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer:/ PUBLIC HEALTH DI SIGN T'OW M'OF-BARNSTABLE, MASSACHUSETTS Yes 2pplication for MispoOl Opstem (Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon"( ) ❑Complete System ❑Individual Components Location Address or Lot No. r,-g 3 L0ul(3C!kX k LC.4.14ID Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 10 T'O �3 CiK 68Z C,4,--XA-,30W[t,yQ�r Installer's Name,Address,and Tel.No. SkS-A{?7-8g'77 Designer's Name,Address,and Tel.No. -.ate_a17-7 L`/�tPb't�rxts� c3r.�� �G�rwre•�cwdr- Type of Building: Dwelling No.of Bedrooms `3 Lot Size 79,'¢16t sq.ft. Garbage Grinder( ) Other Type of Buildin�g�-- R E S No.of Persons Showers( ) Cafeteria( ) Other Fixtures ypa l Design Flow(min.required); 3 31) gpd Design flow provided gpd t Plan Date Number of sheets ( R'evision Date Title Q Size of Septic Tank, 1000Type of S.A.S. a Q 02-.:6 00, L.(-,X,* 0(O'ptr-tuSCgf Description of Soil �Lln�—P ( if �?1 U �(�i q I iV r1 E C-D Nature of Repairs or Alterations(Answer when applicable) 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 ci37 15 1 f Application Disapproved by Date for the following reasons Permit No. � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance 9 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded ?J Abandoned( )by at V(,46 _ge( j,OR) C C Pr. has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No. 0/1 dated 1 Installer Designer #bedrooms "'zj Approved design flow :3 3 gpd The issuance of this permit s all not be construea'As-a guarantee that the system will1func ibn as de " ed. Date c� {jl�� Inspector No. Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(� Abandon( ) System located at '6 L V[G A acxYLL L [�(� I2'C, �' Taw(L.[: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 G Approved by ;I `-3--- f LOCATION SEWAGE PERMIT NO. VILLAGE / /A,02.S Tee b 'Ali//s INSTA LLER'S NAME i ADDRESS �1`Al-'4 lti &-V, 7 e U I L�DyE R OR OWN ER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �� �� IV`Y D 1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director eAar+RrABLS Public Health Division MA98pppDe Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Date: 8'36-11 Sewage Permit# Assessor's Map/Parcel IY6 102 Installer & Designer Certification Form Designer: SC- En5ineeccnS , T_nc. Installer: Cefewtd�- &+erPiizw_S Address; Z8511 Granbet�y I�iDhw_� Address: ooK ?L3 ��s� K1ore han Hf1 025'�$ C9�w --�l t V A On �� Is- Zo 11 A was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) SC eoeynee.c600 , Tnc, dated a"16 -It (designer) t/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. Stripout (if required) was inspected and the soils were found satisfactory. 1 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. Stripout (if required) was inspected and the soils were found satisfactory. CH ON^Y L RC L �* staller's Si Hire) �r'L ig GY6, y esigner's ignatur (rALTH p Here PLEASE RETURN TO BARNSTABLE PUBLIC DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAo(liee fonnsldcsignercenirication fomm:doc T.O.F. EL.= 45.4'± INISH GRADE OVER D-BOX= 44.2'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 4.4,0' - 43,$' GENERAL NOTES f PROVIDE EXTENSION RISER SLOPE @ 2% MIN. INSPECTION PORT WITH WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE F.G. (ONE PER OUTER ROW)ACCESS BOX TO WITHIN 3"OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE �± 5" DIA. OUTLET(S)@ FND. EL.= 43"8'± F.G. OVER TANK EL. = 43.$ CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. PROPOSED 4" 9"MIN. 9" MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL --EXISTING 4" _ 36"MAX. 36"MAX. TOP OF SAS/B.O. = 41 .03' SEWER PIPE � PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. -�" 3"DROP MAX F " PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2" DROP MIN 9 L = 55± JOINTS (TYP.) ELEVATION =41.03' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 7\7- OPE(a�1% 10" 4"PVC IN FROM 1.33' Q 16„ 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *41 .6'± SEPTIC TANK O 4" PVC OUT TO 0 90, (TYP.) J110.75"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE � LEACHING FACILITY 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL MI 6" , 1 40.60' �- 39.70' laid flat 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 41 •00 MIN. 40.83 ( (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE i 5.0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY (TYP.) MIN. 11.5' R NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE MIN. 25.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 44.75' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 34.20 BIODIFFUSERS (END VIEW) ON A NAIL SET IN A 10 OAK TREE 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. BIODII-I-U V SERS (PROFILE) I THROUGH DIG-SAFE LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS (H-20) AL JOINTSHE DESIGNHERE INFER. CONTRACTOR TO VERIFY EXISTING ELEVATION 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 ' ox +�� : TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM \ ' ' PERC NO. 13372 APPROPRIATE AUTHORITY. /! ki .0 r8 rry • Donald Cesmarais, R.S. INSPECTOR: 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS A_ EVALUATOR: Michael Pmentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE \ FCC � \ 11 THEY SHALL WITHSTAND H-20 LOADING. / \ FOP yes , �� e , C.S.E.APPROVAL DATE Oct. 1999 OAGe DATE: August 5,2011 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 4(i�,�'9 /QO 1� • '� `r i- ¢► TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT_ ON ALL SIDES OF LEACHING FACILITY. '9Q � , .- ' ELEV TOP= 44.20 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, �-> > LOCUS e ELEV WATER= <24.20' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 9�0 S = `_ r PERC RATE <2 mn./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN / \ _0 �` /! 1 I SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF = 36"-54" M , / -• ti ram' _ ' PERC 16. PROPOSED PROJECT IS LOCATED WITHIN: M / \ Z"• r rr TEXTURAL CLASS: 1 ASSESSOR'S MAP 146 PARCEL 102 z j 4 �� - -- _ ZONE 2 • / \ 1 OWNER OF RECORD: WILLIAM F. & MARYBETH MOORE • ADDRESS: PO BOX 682 MAP 146 j l \ Q o" 44.20' J ' PARCEL 31 ` SO II r I' -� r 4" Litter 43 87' CENTERVILLE, MA 02632 �.t (TOWN WATER) Fill 42•87' FEMA FLOOD ZONE C 1 E Loamy Said ��`� ���• ��'� / o ,�/ _ � .. 20, 10Yr 3/� COMMUNITY PANEL# 250001 0015 C EXISTING LEACHING PIT (approx. loc.)O BE PUfui L / r ` 42.53 1 17• DEED REFERENCE: L.C.C.#159390 FILLED WITH CLEAN COARSE SAND & ABANDONED MAP 146 �/ / Loamy 5/6 j\ � / / / � • rt � f � (^\ B 10Yr 5/6 1 18. PLAN REFERENCE: L.C. PLAN 37432-E r. PARCEL 102 PROPOSED DISTRIBUTION BOX 79,416 S.F.t / / `ti sr t C �',I '� " ` 36" 41.20' ! 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. _. I (WELL WATER) / J� / 0 '~� ( Perc 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 54" 39.70' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY PROPOSED TOTAL 20 ARC 36HC (#3616BD FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. BIODIFFUSERS (H-20) IN A FIELD CONFIGURATION tic !- I O / i \ 0 �\ / �` C Med.to Coarse Sand PROPOSED INSPECTION PORT ! 9_7 / - i 2.5Y 6A WITH ACCESS BOX (TYP OF 2) TP 1 / ti TRFF<� ��\ / MAP 146 LOCUS PLAN PARCEL 101 (WELL WATER) SCALE: 1"= 1000' 120" 3 4 ' 20 MAP 146 P 2 �R , 44 // No Mottling, Weeping or Sanding Observed PARCEL 103 44.2 ST s °"Eo F / DESIGN DATA TEST PIT DATA LEGEND (TOWN WATER) o r' 1 Rl� oprO�1'` INSPECTOR: . Donald ePERC NO. s arais, R.S. - 50xO EXISTING SPOT GRADE GARAGE ��� NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pmentel, E.I.T. - 50 - - EXISTING CONTOUR / 12"STUMP S\ GP5 DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E.APPROVAL DATE: Oct. 1999 F5_0_1 PROPOSED SPOT GRADE GP DATE: August 5,2011 / #583 0 10 TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED CONTOUR 150, Ps ,� 2 TEST PIT#: 2 OFF GAL/DAY E/T/C EXISTING UNDERGROUND UTILITIES MAP WELL SET �,, EXISTING �I� �� � DESIGN FLOW X 200 % = 660 ELEV TOP = 44.20 146 3-BEDROOM PARCEL 10 DWELLING �fG USE EXISTING 1,000 GALLON SEPTIIC TANK ELEV WATER= <34.20' W W- EXISTING WATER LINE TOF =45.4'± PERC RATE = GAS EXISTING GAS LINE EXIST. 1,000 GALLON SEPTIC TANK 150'WELL OFFSET � TO BE UTILIZED IN THIS DESIGN SWING-TIES SCALE: 1"=20' DEPTH OF PERC '�i1AP 146, P = - �--- \ \ INSTALL 20 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TEST PIT LOCATION ARCEL 101 �. Benchmark DESCRIPTION HC-1 HC-2 TEXTURAL CLASS: 1 Nail in 10"Tree BIODIFFUSER CORNER(1) 39.9' 19.5' SYSTEM CAPACITY EXISTING 1,000 GALLON SEPTIC TANK QQ3 \ \ Elev. =44.75 j' z Approx. M.S.L. BIODIFFUSER CORNER(2)\ 44.6' 27.6' (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 44.20' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE(100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY 4„ Litter 43.87' BIODIFFUSER CORNER(3) 26.5' 24.2' Fill O PROPOSED DISTRIBUTION BOX BIODIFFUSER CORNER(4) 17.5' 14.2' TOTALS: 16" 42•87'Loamy Sand 0 PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) TOTAL NUMBER OF BIODIFFUSERS: 20 A/E 10Yr 3/2 I o \ 2) TOTAL NUMBER OF TOTAL LEACHING AREAUPLINGS: 48©00 20" 42.53' Loamy Sand TOTAL LEACHING CAPACITY: 355.2 B ��o �,�'l• �50 1) 10Yr5/6 REV. DATE BY APP'D. DESCRIPTION I (3 36" 41.20' PROPOSED SEPTIC SYSTEM UPGRADE EFFECTIVE ECTIVE LEACHING AREA OF 4.8 F PREPARED FOR: S 0 S /LF OBTAINED FROM THE \ NOTES: C-2 DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CAPEWIDE ENTERPRISES \ 4) "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED C Med.to Coarse Sand 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED 2.5Y 6/6 LOCATED AT SEPTIC SYSTEM COMPONENT. JANUARY 11, 2011). TRANSMITTAL NUMBER =W000052. I HC-1 GARAGE 583 LUMBERT MILL ROAD I 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE\ CENTERVILLE, MA 02632 PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA / SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF / - - -------- I SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. #583 120" 34.20' SCALE: 1 INCH = 20 FT. DATE: AUGUST 16, 2011 70 I EXISTING No Mottling Weeping or Standing Observed l`U� 0 10 20 40 80 FEET ® H OF dr,; 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS AND THE qss 3-BEDROOM PROPOSED SAS IS LOCATED OUTSIDE ZONE 2. DWELLING _ v �` PREPARED BY:-- - TOF =45.4'± RESERVED FOR BOARD OF HEALTH USE CH CH LL JRA-' JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SITE PLAN - ----508.273.0377 _ SCALE: 1" =20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2041 FINISH GRADE OVER D-BOX= 44.2'± � _ � T.O.F. EL.= 45.4'± n O FINISH GRADE OVER CHAMBERS = 44.0 44.2 °�-�������•�•- ���•' SLOPE 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED TFS PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER @ STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6" OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. F.G. OVER TANK EL. = 43.$ ± 5 DIA. OUTLET(S) @ FND. EL.= 43.8 ± r STONE OR GEOTEXTILE FILTER FABRIC t - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 1771 PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9" M TOP OF SAS = 41 .43 IN. 9" MIN. CHAMBERS AS SHOWN 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" SCH. 40 PVC 36" MAX. 40.60' 36" MAX. ' ON PLAN TO WITHIN 6" SEWER PIPE ( BREAKOUT EL = 41 .1 O SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE � OF FINISHED GRADE - I 61' 3" 3" DROP MAX L-56'± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN 3 9 MIN.SLOPE�1% o PROVIDE WATERTIGHT ELEVATION =41.10' 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 * SEPTIC TANK 4" PVC OUT TO 0 = = 0 0 0 0 0 0 0 0 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14" � 41 .C =� LEACHING FACILITY o 0O � 0 0 0 CONTRACTOR TO PROVIDE 0 00 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. SPECIFIED DROP BETWEEN I oCD 0 0 INLET AND OUTLET CONTRACTOR CONTRACTOR SHALLOUTLET TEE 40.97' MIN. 6 40.80 2 0 0 0 0 o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48' VERIFY CONDITION OF 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES °° o$ o0 T, EXISTING SEPTIC AND REPLACE AS GAS BAFFLE 6" CRUSHED STONE o 0 0 0 0 0 0 0 0 0 0 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 4 0' I AND DESIGN ENGINEER. I 8.5' TYP 4.0' 5 OUTLET DISTRIBUTION BOX 4.0 �P,) 4.0 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 44.75, TO BE INSTALLED ON A LEVEL STABLE 25.0' ( ESTABLISHED ON A NAIL SET IN 10' TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 38.60' GROUND WATER ELEV.= *23.0' ' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5' MIN. l:�ii�i1/�BEFZ END VIEWCROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & '`CONTRACTOR TO VERIFY EXISTING SEPTIC TANK P RO F I L� D I S� R I B U T I O N BOX DETAIL CHAMBER DETAILS '`LUMBERT POND EL.=23't 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 TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM -Cra err 0� PERC NO. 13372 APPROPRIATE AUTHORITY. F 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED O "0 -1 INSPECTOR: Donald Desmarais R.S. �OA- UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR q q iJ EVALUATOR. Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. &6'. ,"�z� ZONE 2 C.S.E. APPROVAL DATE: Oct. 27, 1999 \tij !2 I it _- ! 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. '9Y 0,9 ``'� DATE: August 5, 2011 Q c7 t" t 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I TEST PIT#: 1 t (s _ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �?e ram' ELEV TOP - 44.20' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER < 34.20' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). •OO � ''�-- - � '"��' } jam_ = 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 23 }+� �� PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. w MAP 146 .� ` ii 4� `' / DEPTH OF PERC = 36"- 54" 16. PROPOSED PROJECT IS LOCATED WITHIN: C° PAR EL 1 / \ C 11 r ) `"• + ASSESSOR'S MAP 146 LOT 102 C 3 i ' �'� 1 , J TEXTURAL CLASS: 1 co (TOWN WATER) Z MAP 146 // aE �b . OWNER OF RECORD: WILLIAM F. & MARYBETH MOORE .w - LOCUS ` < PARCEL 102 � � 1 S- rr r` �•� � ,. j 0" 44.20' 0 l Litter (WELL WATER) )) ADDRESS: PO BOX 682 79,416 S.F.± i / �•. 4" 43.87' r '�� tt _ �. � CENTERVILLE, MA 02632 L 16 Fill 42.8T FEMA FLOOD ZONE X Loamy Sand COMMUNITY PANEL# 25001CO544J B A/E" 10Yr 3/2 ��i �, • - 20 42.53 17. DEED REFERENCE: L.C.C. #159390 PROPOSED 2-500 / i ` Jy� . Loamy Sand PLACE RISER ON GALLON LEACHING �4 ` I ��.� ; B 10Yr 5/6 18 PLAN REFERENCE: L.C. PLAN#37432-E THIS CHAMBER CHAMBERS w! STONE / J� w. "' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. o ZONE 2 ,.. 836 41,20' PROPOSED INSPECTION PORT �� �'. r� 8 ' .; 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY EXISTING MAP 146 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY / g4, ABANDONED PARCEL 101 r- t / C J " `� FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. /TP 1 LEACHING PIT \ / U �� �i (WELL WATER) �_.%- MAP 146 / 44x2 / �� r= ` f1 - _ �� o r��s°ti •1`� \ C SHALL BE PLACED IN A VERTICAL POSITION TO A �, I�3 �, . Med. to Coarse Sand 21. A 4' PERFORATED SCH. 40 PVC PIPE SHA 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A PARCEL 103 // / \ �/ i' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. (TOWN WATER) I / 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL Sb � P 90�SF � N°2 � LOCUS PLAN 00 1 i REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. EXISTING 20 ARC 36HC (#3616BD) TP 2 \ ST FFtI�F�� \ i' SCALE: 1"= 1000' f 120" 34.20' BIODIFFUSERS (H-20) TO BE j REMOVED & REPLACED (ALONG WITH i \ x2 PROP. ONFOR/�� /� / No Mottling, Standing or Weeping Observed SPOILED SOILS) WITH CLEAN SAND �� D-BOX DESIGN DATA LEGEND \ � PERC NO. 13372 G� 50xO' EXISTING SPOT GRADE NUMBER OF BEDROOMS 3 INSPECTOR: Donald Desmarais, R.S.� 441 GPS EVALUATOR: Michael Pimentel, EIT, CSE - - -- 50 -- - - EXISTING CONTOUR \ DESIGN FLOW 110 GAL/DAY/BEDROOM #583 C.S.E. APPROVAL DATE: Oct. 27, 1999 TOTAL DESIGN FLOW 330 GAL/DAY r 50 PROPOSED CONTOUR 150' EXISTING Gp5 \_ DATE. August 5, 2011 WELL OFFSET 3-BEDROOM \ DESIGN FLOW x 200 % = 660 GAL/DAY 50 PROPOSED SPOT GRADE MAP 146, OT DWELLING S o'� p ( TEST PIT#: 2 / 102 TOF = 45.4'± USE EXISTING 1,000 GALLON SEPTIC TANK o OHO ELEV TOP = 44.20' GA5 EXISTING GAS LINE � o SWING-TIES SCALE: 1"=20' i ELEV WATER = < 34.20' E/T/C - EXISTING UNDERGROUND UTILITIES 150' WELL OFFSET \ DESCRIPTION HCA HC-2 PERC RATE - MAP 146, LOT 1 1 -� EXISTING 1,000 GALLON \ INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE W EXISTING WATER LINE SEPTIC TANK TO BE CORNER OF STONE (1) 18.6' 13.4' DEPTH OF PERC - ` UTILIZED IN THIS DESIGN SIDEWALL CAPACITY CORNER OF STONE (2) 28.8 24.8 TEXTURAL CLASS: 1 TEST PIT LOCATION � �0 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY Q CORNER OF STONE (3) 46.3' 28.8' (25.0' + 12.83') ( 2 ) (2' ) ( 0.74 GPD/S.F.) =112.0 GAL/DAY O O EXISTING 1,000 GALLON SEPTIC TANK Benchmark Nail in a Tree CORNER OF STONE (4) 40.8' 19.8' 0.1 44.20' Nail i = 0"Tr - BOTTOM CAPACITY 4„ Litter 43 80' PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE EleApprox. M.S.L. (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY \ (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY Fill 0 PROPOSED DISTRIBUTION BOX /E Loamy Sand 42.87' ,q/E Q PROPOSED 500 GALLON LEACHING CHAMBER TOTALS: 20" 10Yr 3/2 42.53' (3 TOTAL NUMBER OF CHAMBERS 2 Loamy Sand B TOTAL LEACHING AREA 472.2 SQ.FT. 10Yr 5/6 REV. DATE BY APP'D. DESCRIPTION - �9 Z5� TOTAL LEACHING CAPACITY 349.4 GAL./DAY 36" 41.20' PROPOSED SEPTIC SYSTEM UPGRADE (2 s PREPARED FOR: NOTES: \ a ° 4> ROBERT B. OUR CO., INC. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF a� Med. to Coarse Sand C EACH SEPTIC SYSTEM COMPONENT. o� 2.5Y 6/6 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF 1) HC-2 LOCATED AT THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST 583 LUMBERT MILL ROAD PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL HCA �� CENTERVILLE, MA 02632 BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. PAP G 120" SCALE: 1 INCH = 20 FT. DATE: AUGUST 3, 2020 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS 34.20' SN OF 0 10 20 40 so FEET AND THE PROPOSED SAS IS LOCATED OUTSIDE OF THE ZONE II, TOWN OF #583 No Mottling, Standing or Weeping Observed ss � BARNSTABLE WELLHEAD AND GROUNDWATER PROTECTION OVERLAY EXISTING ---- JOHN L. ��� PREPARED BY: DISTRICTS. 3-BEDROOM CHURCHILL JR. DWELLING RESERVED FOR BOARD OF HEALTH USE CIVIL � JC ENGINEERING, INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A TOF =45.4'± No. 41807 2854 CRANBERRY HIGHWAY COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. EAST WAREHAM, MA 02538 CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE SITE PLAN 508.273.0377 SCALE: 1" =20' INCORRECT. Drawn By: MCP Designed By:MCP , Checked By: JLC JOB No.2041