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Home My WebLink About39.40 - Plot PlanINLET 3'-0- Wide � 9'-0" Separation I_ 3' Wide 2' of 1/8"-1/2" Washed Stone / 0' 24' 24 Max. 3/4'-1 " Washed Stone 15' 4" perforated P.V.C. pipe LEACH TRENCHES CROSS-SECTION NOT TO SCALE INLET 5' TYPICAL 1500 GALLON H-10 SEPTIC TANK NOT TO SCALE 3-24" DIAM. ACCESS MANHOLES No. 1 DEPTH SOILS ELEV. SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND PROJECT Loam 0 0'-12' DURABLE WATERTIGHT MATERIAL AS PER TITLE V CODE 15.'. -� _� h• to 10' min. frm Fine oe : i; -NOTE: BE 4" SCHEDULE 40 P.V.C. Sand house to septicotank 2.5 YR 5/6 98.81 ALL PIPES ARE TO 6" OF THE EXISTING GRADE AS PER TITLE V. o Proposed Huse P . Septic tank covers must be ET THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT Fir 3t boar lev. = 105.0 se within 1 fl. of riniehed 9rode SET DEEPER THAN 1 FOOT BELOW FINISHED 30"-96" Top of Foundation Eley. = 104.0 ^nnish Grade = 102.00 93.14 GRADE SHALL BE RAISED TO WITHIN 12' OF -. , -T-• S ' 1/8" per foot To Medium 90.81 6 HOLE Sand CONCRETE FULL FOUNDATION ry 2.5 YR 7/3 C INSTALL TUF-TITS GAS BAFFLES OR EQUALS 5=1/8' per foot DIST. BOX PROPOSED PIPE m o 1500 GAL. S_1 8' per to FROM FOUNDATION m SEPTIC TANK '� H-10 m SYSTEM PROFILE . - r m m Not to Scale - 8 In.of 3/4"-1 1/2' 9 e compacted stone - 6 in.& 3/4'-1 1/2' aompocted 'tan. INLET 3'-0- Wide � 9'-0" Separation I_ 3' Wide 2' of 1/8"-1/2" Washed Stone / 0' 24' 24 Max. 3/4'-1 " Washed Stone 15' 4" perforated P.V.C. pipe LEACH TRENCHES CROSS-SECTION NOT TO SCALE INLET 5' TYPICAL 1500 GALLON H-10 SEPTIC TANK NOT TO SCALE 3-24" DIAM. ACCESS MANHOLES 3-2P REMOV ABLE COVERS No. 1 DEPTH SOILS ELEV. SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND PROJECT Loam TOP OF 0'-12' DURABLE WATERTIGHT MATERIAL AS PER TITLE V CODE 15.'. -� _� h• to CENTER ACCESS COVER OF SEPTIC TANK TO BE Fine oe : i; Sand RAISED WITH THE APPROPRIATE RISER TO WITHIN 2.5 YR 5/6 98.81 1.2"-30" 6" OF THE EXISTING GRADE AS PER TITLE V. J . OUT ET THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SAND 36"-96" 2.5 YR 5/6 SET DEEPER THAN 1 FOOT BELOW FINISHED 30"-96" C,,e,ww" 93.14 GRADE SHALL BE RAISED TO WITHIN 12' OF -. , -T-• 96"-122 To Medium 90.81 FINISHED GRADE. Sand -122" 2.5 YR 7/3 C INSTALL TUF-TITS GAS BAFFLES OR EQUALS STEEL REINFORCED PRECAST CONCRETE ON ALL OUTLET TEE ENDS PLAN VIEW 3-2P REMOV ABLE COVERS " 3" mlrt clearance " 6' min� �2" m n Iola! to outlet 8' min. - - OUTLET CROSS SECTION END -SECTION ALL OUTLET PIPES FROM TME DISTRIBUTION BOX SHALL BE 12• SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER 8 - 5' OUTLET 2' i ♦ KNOCKOUTS _f \ + 15.5" OUTLET \ �\ J 12" INLET Ili \i _ 2" 15.5' 1.75' PLAN -SECTION CROSS SECTION 6 HOLE H-10 DISTRIBUTION BOX NOT TO SCALE Desmon Calculations Number of Bedrooms: 3 Equivalent to 330 Gal./Day Garbage Grinder: No Leaching Capacity Required: 330 Gal./Day Minimum ( Title V ) Septic Tank : - 2 x 330 Gal./Day = 660 USE 1,500 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Proposed Leaching Trench Dimensions: 3' Wide by 32' Long by 2' Depth. Bottom Area: 0.74 gal/sq. ft. x 192 sq. ft. = 142 gallons Sidewall Area: 0.74 gal/sq. ft. x 256 sq. ft. = 189 gallons Providing: = 331 gallons Use: 2 TRENCHES - 32' by 3' x 2' LEACH TRENCHES (9 FEET APART) SEPARATION OF LEACH LINES AND WASHED STONE AREA AS SPECIFIED IN THE LEACH FIELD DETAILS. 3' Maximut Cover 1i F4" Perforated P.V.C. It. Washed Stone Invert Elev.=98.14 ,•.•.•oat .w.a ....•.•... „ . Bottom of Leach Facility Elev.=96.14 Note: All teach lines to be capped at ends w/PVC caps. 5' PROVIDED Bottom of Test Hole 1 Elev.=91.14 Fire 102 X 102.24 4 - PERCOLATION TEST Date of Percolation Test: June 17, 1998 Test Performed By: Gilbert T. Joly - C.S.E., P.E., R.L.S. Results Witnessed By: Amy Van Hone (Yarmouth B.O.H.) Excavator: ADVANCED ENVIRONMENTAL SERVICES, INC. Percolation Rate: Less Than 2 min./inch Test Hole No. 1 DEPTH SOILS ELEV. 0 101.14 PROJECT Loam TOP OF 0'-12' -T. L quid level la' mH. .P t_ 0"-12" Forest AOebris ";I 100.14 Fine oe : i; Sand 12"-36" 2.5 YR 5/6 98.81 1.2"-30" " 3" mlrt clearance " 6' min� �2" m n Iola! to outlet 8' min. - - OUTLET CROSS SECTION END -SECTION ALL OUTLET PIPES FROM TME DISTRIBUTION BOX SHALL BE 12• SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER 8 - 5' OUTLET 2' i ♦ KNOCKOUTS _f \ + 15.5" OUTLET \ �\ J 12" INLET Ili \i _ 2" 15.5' 1.75' PLAN -SECTION CROSS SECTION 6 HOLE H-10 DISTRIBUTION BOX NOT TO SCALE Desmon Calculations Number of Bedrooms: 3 Equivalent to 330 Gal./Day Garbage Grinder: No Leaching Capacity Required: 330 Gal./Day Minimum ( Title V ) Septic Tank : - 2 x 330 Gal./Day = 660 USE 1,500 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Proposed Leaching Trench Dimensions: 3' Wide by 32' Long by 2' Depth. Bottom Area: 0.74 gal/sq. ft. x 192 sq. ft. = 142 gallons Sidewall Area: 0.74 gal/sq. ft. x 256 sq. ft. = 189 gallons Providing: = 331 gallons Use: 2 TRENCHES - 32' by 3' x 2' LEACH TRENCHES (9 FEET APART) SEPARATION OF LEACH LINES AND WASHED STONE AREA AS SPECIFIED IN THE LEACH FIELD DETAILS. 3' Maximut Cover 1i F4" Perforated P.V.C. It. Washed Stone Invert Elev.=98.14 ,•.•.•oat .w.a ....•.•... „ . Bottom of Leach Facility Elev.=96.14 Note: All teach lines to be capped at ends w/PVC caps. 5' PROVIDED Bottom of Test Hole 1 Elev.=91.14 Fire 102 X 102.24 4 - PERCOLATION TEST Date of Percolation Test: June 17, 1998 Test Performed By: Gilbert T. Joly - C.S.E., P.E., R.L.S. Results Witnessed By: Amy Van Hone (Yarmouth B.O.H.) Excavator: ADVANCED ENVIRONMENTAL SERVICES, INC. Percolation Rate: Less Than 2 min./inch Test Hole No. 1 DEPTH SOILS ELEV. 0 101.14 PROJECT Loam TOP OF 0'-12' A„ s„ 99.51 0"-12" Forest AOebris ";I 100.14 Fine Sand 12"-36" 2.5 YR 5/6 98.81 1.2"-30" B;e-xn 98.64 Medium SAND 36"-96" 2.5 YR 5/6 92.81 30"-96" C,,e,ww" 93.14 Lighter Fine 96"-122 To Medium 90.81 Sand -122" 2.5 YR 7/3 C 91.14 Test Hole No. 2 DEPTH SOILS ELEV. 0 100.81 PROJECT Loam TOP OF 0'-12' A„ s„ 99.51 Yellow Loam 2.5 YR 5/6 12"-36" 98.81 Medium SAND 2.5 YR 5/6 36"-96" Cs,e,v,,,m 92.81 Med./Fine SAND 96"-122 2.5 YR 7/] C 90.81 Perc #1 Depth to Perc: 38" to 56" Perc Rate=<2 min./inch Groundwater Not Observed ADJUSTED H2O Elev. = 91.14 FND CB FND 6,td - X 102 102.38 0 ♦\ \\ .� \♦\ '� ♦ ® Reae,v� ♦♦ \\\ \ \��,♦ LOT #19 t a .a `♦` \ ♦ i IOJ w `J' TEST HOLE i LL V.- 101.14 \ \ � 2 �\ 9 \ \ \ w 20.5' W \ 1 D2XD f6BD Ca � y Sep,tc ror,k 0' \ -9a: 0 ! s' ` 100.79 "� 0 V� X \ PROPOSED 2 100.5 RANCH BEDROOM o TEST hOLE .24 1�1P 4 I # 52 o ELEV= 10081 \ ad o ad I IEL = 96.5 Id TOF - f0 i J 'B TOF 104,0 l00 _ _ FNSH FLR ELV - 105.0 R: at 102x0 2s' P 0,00 D 6 5• Bt,O OOP ASPR T DRIVEWAY 100.5P X �6.5P o i '0 X X 99.74 100.5P 6g 3.5'- X 100.5P X 100.09 X 99.54 R = 20.1`9' A = 44.55 ADJUSTED GROUNDWATER ELEVATION DETERMINATION Se = Sa- S„ (OW,, - OW max) OW. S"=10.0-4 (20.9-20.9) 4.84 S" = 10.0-0= 10.0 SOURCE - May 1998 Reading for Barnstable Well AIW 230 % = Estimated Depth To Max. Groundwater ® Site Sc = Observed Depth to Groundwater ® Site S, = Range of Groundwater ® Site 041 = Measured Depth to Groundwater ® Comparison Well OW.. = Maximum Recorded Groundwater Depth ® Comparison Well 0% = Recorded Upper Limit of Annual Range ®Comparison Well Grove S ra r n St. v ra A to 3 Q^r m SITE a o 9P a 4 Qto IPOQ LOCUS MAP , GENERAL NOTES 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental & Civil Engineering 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental & Civil Engineering. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee .ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. NOTE THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SUBDIVISION PLAN GENERATED BY WHITNEY & BASSETT-ARCHITECTS & ENGINEERS, HYANNIS, MA ENTITLED " PLAN OF LAND - WEST YARMOUTH, MA" (APRIL 1953) AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. BUILDING T BACK REQUIREMENTS - FRONT: 0 IR M NTS•FRONT: 30 feet SIDES: 15 feet REAR: 20 feet LEGEND 104x1 DENOTES PROPOSED SPOT GRADE X 104.46 DENOTES EXISTING SPOT GRADE PL PROPERTY LINE - PROPOSED CONTOUR 97- - -97 EXISTING CONTOUR DEEP TEST HOLE & PERCOLATION TEST LOCATION 4 FOOT CHAIN LINK FENCE ///tr � A 4A/ - 0 REVISED s �zl4�s c`s/c,-ts PLOT PLAN OF PROPOSED SEPTIC SYSTEM 8c FOUNDATION LOCATION PREPARED FOR Louis & Hazel Berrelli ZN OF,'~",-,�.' is AT 3� GIL- T. 52 PARTRIDGE VALLEY ROAD _JOL�= T. mt� t72Y34 WEST YARMOUTH, MA •(H GILBE Ts9cs PREPARED BY: J No. 8320 0 20 40 50 9Fc/ TE �° ENVIRONMENTAL & CIVIL ENGINEERING awt� 34 THATCHERS LANE ..o - EAST FALMOUTH, MA 02536 �!% 4 TEL/FAX : 508-548-0796 -ALE: 1"=20' SC LE: 1 "=20' DRAWN BY: CES DATE: JUNE 25, 1998 PROJECT#SD112 FILENAME: SD112PP.DWGI SHEET 1 OF 1 PROJECT BENCH MARK TOP OF CONCRETE BOUND ELEV. = 100 (assumed) Grove S ra r n St. v ra A to 3 Q^r m SITE a o 9P a 4 Qto IPOQ LOCUS MAP , GENERAL NOTES 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental & Civil Engineering 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental & Civil Engineering. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee .ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. NOTE THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SUBDIVISION PLAN GENERATED BY WHITNEY & BASSETT-ARCHITECTS & ENGINEERS, HYANNIS, MA ENTITLED " PLAN OF LAND - WEST YARMOUTH, MA" (APRIL 1953) AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. BUILDING T BACK REQUIREMENTS - FRONT: 0 IR M NTS•FRONT: 30 feet SIDES: 15 feet REAR: 20 feet LEGEND 104x1 DENOTES PROPOSED SPOT GRADE X 104.46 DENOTES EXISTING SPOT GRADE PL PROPERTY LINE - PROPOSED CONTOUR 97- - -97 EXISTING CONTOUR DEEP TEST HOLE & PERCOLATION TEST LOCATION 4 FOOT CHAIN LINK FENCE ///tr � A 4A/ - 0 REVISED s �zl4�s c`s/c,-ts PLOT PLAN OF PROPOSED SEPTIC SYSTEM 8c FOUNDATION LOCATION PREPARED FOR Louis & Hazel Berrelli ZN OF,'~",-,�.' is AT 3� GIL- T. 52 PARTRIDGE VALLEY ROAD _JOL�= T. mt� t72Y34 WEST YARMOUTH, MA •(H GILBE Ts9cs PREPARED BY: J No. 8320 0 20 40 50 9Fc/ TE �° ENVIRONMENTAL & CIVIL ENGINEERING awt� 34 THATCHERS LANE ..o - EAST FALMOUTH, MA 02536 �!% 4 TEL/FAX : 508-548-0796 -ALE: 1"=20' SC LE: 1 "=20' DRAWN BY: CES DATE: JUNE 25, 1998 PROJECT#SD112 FILENAME: SD112PP.DWGI SHEET 1 OF 1