Loading...
HomeMy WebLinkAbout0060 CAMP OPECHEE ROAD - Health 60 Camp Opechee Road Centerville A= 210-152 _ - e i t e i Nop.2 O� ' t� i Town of Barnstable dpWE � Regulatory Services Tho mas F. Geiler, Director WMNSTABEZ Public Health Division � i63q. �0:Y9 Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-164t Fax: 503-790-6304 Installer & Designer Certification Form Date: �5 1 Sewage Permit# 26 1 —22 6 Assessor's Map\Parcel �� S_� I / (' Designer: 1 b_'rY�� Install er: Ol e,f!e�. Address: ?0 box �e) t :address: �Ok �69 On I lZ'/( &W 4,(J was issued a permit to install a (date) //� / (installer) // septic system at (00 lit m YJ ( payw based on a design drawn by (address) v dated 7L (designer) 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 ancU"or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anf 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. i R ✓� 1'ER (Installer's Signature) No: 1140 I n RfG/STEO vV ( SANITAR�P� (Designer's Signanure) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH 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. Q: Health/Septie/Designer Certification Form 3-M-4doc r rr No. oil � Fee U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:�"-/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS. Yes ftpfication for Bisposal 6pstetn Construction Permit Application for a Permit to Construct( ) Repair(to�Upgrade( ) Abandon( ) Yclomplete System ❑Individual Components Location Address or Lot No.b 0 C ikMP OP zLk4k-it Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 'L( © f S Z (c Installer Wame,Iidress and Tel. Designers Name Address,and Tel.No. 60 x RFl E JPAAd lb FJ 6 Z 2-512- Type of Building: 1�j Dwelling No.of Bedrooms Lot Size * o S sq.ft. Garbage Grinder(No Other Type of Building /Iq (L ,ti No.of Persons Showers( ) Cafeteria( ) T Other Fixtures Design Flow(min.required) 3 340 gpd Design flow provided ' 50 gpd Plan Date 77-!— /1 Number of sheets �� Revision Date Al.? Title Size of Septic Tank /57T Type of S.A.S. )C!e �,d Description of Soil S�'..��y0 640 Nature of Repairs or Alterations(Answer when applicable) &Og llte G%Af 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 alth. f Si ed t__ Date 7 —/.D Application Approved by DateT� Application Disapproved by T Date for the following reasons Permit No. Z l I Date Issued -7 2 _ - _.�...-...,.......�......�.:�-.n.n#.Y....'�...i.�.moo:_,.., •4...T,,,�-.-.,.�....�.-.,,,.....M..-O--.... ..-.�...,..-._... .. .-. ..,-�..�.. ..�.;.,�r,,;..r LA+�.h++t.%w.•++.=n ro•5 Yr.... _- ^'_-.� No. O oZ P t ti � iLT14 FeeTHE=C�OMM ik, E OF MASSACHUSETTS ' Entered in computer.PUBLIC HEALTH DIVISION-- TO OF BARNSTABLE, MASSACHUSETTS Yes ftplication for ]Disposal 6pstrut Construction Permit ` s I Application for a Permit to Construct( ) Repair(v) Upgrade( ) Abandon( ) YC�-omplete System ❑Individual Components Location Address or Lot No.(,o 1C AM p oP ch u. A d Owner's Name,Address,and Tel.No. c PA „ ICE wAo/k Assessor's Map/Parcel 2 t cl ��z $ Installer's Name,Address,and Tel. 10. Designer's Name,Address,and Tel.No. L,,.rf e t 3An, "�iy vrv.0 v ` nA -r-Pn V1^C ti C,r ho K a. Fj F zot o boy C ZAAd ILE 3 4 2 2 F2 Z- Type of Building: G Dwelling No.of Bedrooms Lot Size e 5 sq.ft. Garbage Grinder('V Y,' Other Type of Building /t< /.( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided 350 ,Q gpd Plan Date - // Number of sheets 3 Revision Date 41d Al� Title Size of Septic Tank s Type of S.A.S. �r e �d .Description of Soil (�e_P_ ®44.0 I Nature of Repairs or Alterations(Answer when applicable) AO-e 64c e— C-AlIr ey' Date last inspected: Agreement: t t • r" 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./% ,( Sim,d �— LJ �'' l`-- Date..7 Application Approved by. ( An Date Application Disapproved by µ� Date for the following reasons Permit No. 2 G 11 Date Issued / �� THE COMMONWEALTH OF MASSACHUSETTS f / BARNSTABLE,MASSACHUSETTS +lc �� Certificate of Compliance THIS IS TO CERTIFY,/ Jthat the On-site Sewage Disposal system Constructed( ) Repaired( ✓) Upgraded( ) Abandoned( )by A,, ,S f`t C (d � . -/, ✓�f '7^,.l C at b/) 1 At O 6 r°-e[A t e_ ;A A-rlCasylie`erVcAdstXucted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ' °(I � ��� dated Installer ell'516,e.-! c+ 1-0v 44 Designer 4•��,rr���n �,C�.t,P� #bedrooms �j Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the systemill ctio as design d. Date Inspecto \ —.,I IX V No. tl I —2-)b Fee O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-'BARNSTABLE,MASSACHUSETTS bisposal 6pstent Construction permit Permission is hereby granted to Construct( ) Repair(Lel Upgrade( ) Abandon( ) System located at 69 6 ('Am Q (J p C 1u14Y c% ALP 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:Constructi n must be completed within three years of the date of this permit. Date )/ Approved by TOWN OF BARNSTABLE LOCATION60 ('gmel9peG c°F_ g�SEWAGE# 2011-z Z6 VILLAGEepat(tn- ASSESSOR'S MAP&PARCEL A10 `5 a�L INSTALLER'S NAME&PHONE NO.&Spj/� �m Uay-, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) S'E'e,P1Q^t (size) NO.OF BEDROOMS OWNER I/✓�`�l,`cam tM PERMIT DATE: COMPLIANCE DATE: �L I 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) Edge of Wetland and Leaching Facility(If any wetlands exist within'` 300 feet of leaching facility)" , Feet FURNISHED BY o force-x� �1. Z ' rr �3 Z/ "7 y 3`co v ! rj AS q 5 3, 52 9 z��`` Z r 3Z z14 o 0 33 r �' Ct g 9 S� TOWN OF BARNSTABLE�0 5- 'Q LOCATION o C,9 o102 e4ea SEWAGE , VILLAGE le q ASSESSOR'S MAP & LOT Q �� INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY /S o o LEACHING FACILITY:(type) 0447 (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER O ♦rL BUILDER OR WNE DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No r � �� ���''` . �.�._. t � �.7 7,0 ��� i Town of Bdr nstabie P# e ofTME , Department of Regulatory Services Public Realih Division Bate 5 � �,urrrAS& � I a63y ems$ 200 Main Street,Hy#nnis MA 02601 ffj Date Scheduled < ( Time�— Fee Pd. I j Soil Suitability Assess rl Tent*for Sewage Disposal Performed By: 1 N" "� — '" t C Witnessed BY: ,r i LOCATION & GENERAL'INFORMATION Location Address .�� ��/yy� ()pr Owner's Name w LL��N`S � Y n ISSI�hnoNH�+� 66 t l fi\"�IL�/ � rr'Address f WM'rV114 W 027I6 Assessor's Map/P4rcel: 2 Q��S 2, I Engineer's Name De,(--&n A4NU ;. ' 2g2v NEW CONSIRUt2ON REPAIR j Telephone# O 3�2 Land Use t� �Qt li Slopes(%) ���4 Surface Stones to ya Distances from: Open Water Body ~ ft Possible Wet Area /�ft Drinking Water Well �!!�ft i Drainage Way > 1 ft Property Linc w_ft Other ft SKETCH:(Street name,dimensiods'of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) I W �J 120'(DEED) HOUSE S78°00'50 OHW - I U i 20' - �'J ,i i�,,ii�.i N W o w�} zs.00 U W \ 11 ' � i OI• u' < w o G R = Z —_ `' `--- --_ ; P to 2 CRE L_L� -- f I � ASPHALT DRIVEWAY nn w � P 0- o N77°�R'1 n I 120'(DEED) CB I , Parent material(geologic) Depth to Bedrock Depth to Groundwatdr. Standing Water in Hole: �` i Weeping from Pit FGce AI Estimated Seasonal Nigh Groundwater DtT- E ATION FOR SEASONAL HIGH'WATER TALE ..:, Method Used: in. De th to sall moults: In, Depth Ubperved standing in obs.hole: p - ent Depth toiweeping from side of obs.hole: in. Oro ietor er AdJuet Adj. I Act.faetor__ AdJ.Ornundwnterlevei,,,,e. Index Well# Reading Date Index Well level - PERCOLATION TEST . Datp..--,--, �clnje Observation f I Time at 9" Hole# ,(QQ i —� `CUt/ Time at G" Depth of Perc I Stag Pre-soak Time-@ >'d� Time(9"-6") 1012. End Pre-soak Rate MinJInch Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed x Site Failed: Original: Public le'�lth Division Observatiod Hole Data To Be Completed on Back— ***If percolaji6n test is to be condricted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. DEEP OBSERVATION'HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel OIA Loa& Qqnd DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) 0 -$'' a M,t 4 C6 4,t d 1b �-�lY A/ A DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon ftUlTexture Soil Color Soil Other Surface(in.) (U A) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION HOLE LOG Hole# tj )A- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) Flood Insurance Rate Map: / Above 500 year flood boundary No— Yes _y_ Within 500 year boundary No Z 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? S If not,what is the depth of naturally occurring pe•vious material? Certification I certify that on It) q (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 3:10 CMR 15.017. Signature Date 7 7 II Q:\.SEPTIC\PERCFORM.DOC • 'CEN TER VI LLE cROcK ER S76 09,5 STREET <� GREAT MARSH R pq0 ° ECROCKER �o ST n N �a ROUTE 28 LOCUS: p 60 CAMP OPECHEE o Q co ROAD - CO M CV CV a.) o LOCUS MAP PZ RCEL 0/5 D CV � LOCUS INFORMATION N PLAN REF: SEE NOTE L,o �/ TITLE REF: 23548/272 o" 14j PARCEL ID: MAP 210 PAR. 152 PARCEL ID: 210/151 FLOOD ZONE: "C" COMMUNITY PANEL: 250001 0015 C DATED:08/19/85 20 �OEEO� O S h ss , NOuSfN SEPTIC SYSTEM #60 s7 °, �� REPAIR PLAN 8'0 5°»E 1j 3 2 - LOCATED AT: Q l,, 1191, 0 O LLY' �/ ' PARCEL ID: #60 CAMP OPECHEE ROAD r � Q cu ,�� \4SPH 210/147 �Q A�TORI WAY , Q , CENTERVILLE, MA. V GAR ;-,-, a� c/) PREPARED FOR 1200�1)EEOcoPARL 2 of 52 BETTY M . WILLIAMS CESSPOOL ! AREA=.8 ACRES JULY 7, 2011 ce SCALE: 1"=40' N77 Sg'10.,w TOP OF FOUNDATION 120-16 CB OF ELEV.=54.00 GIStDAR G FIR PARCEL ID: N76'°9 " No. 1140 210/153 '5o ^� W 100.00 G/STENO N -�NITAR\P� ,cv o DARREN M . MEYER, R.S. P.O. BOX 981 118.12(DEED) PARCEL ID: s86.16'2o"w . EAST SANDWICH, MA. 02537 SEE PAGE 2 FOR FURTHER DETAILS 2os/o13 106.34 PLAN 457/44 (508)362-2922 PARCEL ID: ., 209/012 SHEET 1 0F CENTERVILLE l✓p / o 0 % s� GREAT MARSH R " � 9`' °R ° ° PROP. I ,500 GAL PARCEL ID: o�o STR SEPTIC TANK 210/151 TO OUP 25 J , 720 (DECD) R Locus: 60 CAMP OPECHEE REEK ROAD #60 „ �-2o, 1 J TH—1 / 1 ;' S 78 LOCUS MAP DUI ^I � � � � i TH-2��ib� ++a 00 �� » o f O i �� E 11 LOCUS INFORMATION Qq PLAN REF: SEE NOTE / -- TITLE REF: 23548/272 , N PARCEL ID: MAP 210 PAR. 152 ---- - I� a .0 LL Y § ZONE: „RC,. - ) Q ?S�O' FLOOD ZONE: "C" COMMUNITY PANEL: 250001 0015 C DATED.08/19/85 ,ASPHA LT DRI Q VEWAY SEPTIC SYSTEM GAR Q REPAIR PLAN f - _ � � Q _ LOCATED AT: 120 ( E D In PARCEL ID: #60 CAMP OPECHEE ROAD ED l CESSPOOL / 210 152 CENTERVILLE, MA. -'� - �0 , GENERAL NOTES: AREA=.8 ACRES PREPARED FOR 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL cQ BETTY M . WILLIAMS BOARD OF HEALTH AND THE DESIGN ENGINEER. N o JULY 7, 2011 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 7 5 Q �� SCALE: 1"=20' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE v 0 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 310 CMR (,) (B): TBMTOP OF FND. 2o. 16 of 1) A 2.61 FT.. VARIANCE FROM 310 CMR 15.221(7) TO ALLOW LEACHING —— TO BE 5.61 FT (MAX) BELOW GRADE VS REQ'D 3 FT. (VENT/1-120 PROVIDED) �� y 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR E L E V. = 5 4.0 0 G I S f D R"�M TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. C, No. 1140 y DURING CONSTRUCTION 4. ANY CONDITIONS ENCOUNTEREDRIN RUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 'QFCI TES 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF NITAR�a 17�11 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY D A R R E N M. MEYER, R. S. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING F CONSTRUCTION. 10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED, AND FILLED PER TITLE 5. P. O. BOX 9 81 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY EAST SANDWICH AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY , M A. 02537 13. ALL PIPE TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. OTHERWISE) 14. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING (5 0 8)3 6 2— 2 9 2 2 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER SHEET 1. OF 3 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:50.39 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. ' SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=54.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER V NT OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6' OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. • F.G. EL.=53.Ot F.G. EL.=55.0f F.G. EL: 55.50t F.G. EL: 56.0(MAX.) Mgss9� ti 9" MIN COVER/ o DAR E� L = 20't 36" MAX COVER L = 5' L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) o EYER_ 0 S=1% (MIN.) EL. 39.02 0 S=1% (MIN.) 0 S=1% (MIN.) " No. 1140 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 10• 6 'AFC/SiEO r 14' NVEROT SANITlk \INV.=50.60 as"LEVEL INV.= 50.35 LE�L PROPOSED 4 ROWS OF 4 UNITS AT 6.25' UNIT = 25.0' ROW GAS BAFFLE D BOX INV. / / INV.=50.3 �� INV.= 50.0 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1,500 GALLON SEPTIC TANK PROPOSED SEWER OUTLET RESTORE VEGETATIVE COVER ELEV. 51.0 BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=50.39 2) TANK AND D-BOX SHALL BE SET LEVEL AND INV. ELEV.= 50.00 TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.= 49.06 EXISTING SUITABLE SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) 2.83' MATERIAL 5' MIN. ABOVE BOTTOM OF 76" _ 3) INSTALL INLET & OUTLET TEES W/ T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' - 11.32 r� GAS BAFFLE AS REQUIRED (5.26' PROVIDED) USE 4 ROWS OF 4 16"-HIGH CAPACITY 4) PLUMBING TO BE MODIFIED TO MEET OUTLET BOTTOM OF TESTHOLE EL.=43.80 __ INFILTRATOR UNITS-NO STONE PROFILE LOCATION AND ELEVATION. SEPTIC SYSTEM PROFILE TYPICAL SECTION 11 ILI (-�:A\ N.T.S. H.T.g 16" DESIGN CRITERIA SOIL LOG P#: 13295 � NUMBER OF BEDROOMS: 3 BR DESIGN DATE: JUNE 3, 2011 34" SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SECTION END CAP SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONALD DESMARAIS, BARNSTABLE BOH DAILY FLOW: 110 G.P.D./BR DESIGN FLOW: 330 G.P.D. 1 16"" HIGH CAPACITY (H-20) INFILTRATOR UNIT GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) Elev. TP- 1 Depth Elev. TP-2 Depth SEPTIC TANK: 330 GPD X 200% = 660 GPD (USE NEW 1,50013 TANK) 55.80 A LOAMY SAND 0" 56.10 A LOAMY SAND 0" MODEL 16" HICAP LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. 55.13 B IOYR 3/2 8" 1 55.43 B 10YR 3/2 81. LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DISTRIBUTION BOX: DB-5 (5 OUTLETS (MINIMUM)) LOAMY SAND LOAMY SAND EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY PRIMARY S.A.S. 1OYR 6/8 10YR 6/8 ,' DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 53.05 33" 53.35 33" SIDE WALL HEIGHT 11 USE 4 ROWS OF 4 - 16" INFILTRATOR HI-CAP H-20 UNITS-NO STONE C1 C1 OVERALL HEIGHT 16" LOAMY SAND LOAMY SAND 10YR 6/4 10YR 6/4 OVERALL WIDTH 34" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) 51.80 48" "' 52.10 48" CAPACITY 13.6 CF (BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.73 SF/LF = 473 SF V73C2 MEDIUM SAND C2 MEDIUM SAND (101.7 GAL) vyq' VA 2.5Y 7/3 2.5Y 7/3 TOTAL AREA = 473 SF PERC 051.80 PROPOSED SEPTIC SYSTEM/SITE PLAN FLOW PROVIDED: 0.74GPD/SF(473 SF) = 350.02 GPD > 330 GPD req'd 43.80 144" 44.10 144" 60 CAMP OPECHEE RD., CENTERVILLE, MA PERC RATE <2 MIN/IN. (-Cl- HORIZON) Prepared for: Betty Williams No GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. AlacDougal Survey NTS D.M.M. • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pOBOX981 (508) 419-1086 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA02537 DATE: CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam In October, 1999. 50e-3 0707 11 s2-z922 � / / D.M.M. 3 of 3