The URL can be used to link to this page

Home My WebLink About27 Cleveland Way - Site PlanN/F BRATTI N/F BOBBE I PROVIDE OBSTRUCTION TO KEEP VEHICLES OFF N/F SEPTIC TANK TOWN OF YARMOUTH WELL SCALED FROM DEMAREST-MCLELLAN PLAN Z f i 72.3 21,0 N/F TOWN OF YARMOUTH . 22.7 21.1 22. N 86'36'46" E 2" 151'r� I I _0,0 TH 1 21,2 �2 \ 21,0 c1 2c T c014 {2C7 0 c • 20.3 20,8 2 i i 20 9 15L 3 0 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m a H-20'0 2084 IL 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". m 1 0 n 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW o '8 ^.,.o, 00 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. a CJ! -22 �6' �0 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO -7,7- u1 0] COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE 0. I 16 X13 } 20.48 n- 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP -2 I / I 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 20.2 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 I 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING _ _2� IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 SYSTEM B 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) -_ 20,0 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 119 4 /,-1 7 TONE PARKING / /�- / 18 1 16.8 bty 22,500±S. F. .9S 97 19. 18 19.2 f 2 J ` 21.2 ��q 21.0 SCG c T✓ TNt4 lu rut rr A'!'-.-_ 10' SEPARA170N i0 NE HERE --IE SO i. SERN,,E. 20 7,- 20.9 WA hp ` 21.0 I • 20.a i � I 99 SYSTEMA 19.5 L-- -_21.1 21.5 91.29 S 88'20'09' W N 8814'20" W 23,3 22,1 BENCH MARK --TOP OF SPIKE / PPRK�NG SET FLUSH = 20.24 ASSIGNED N/F 24 123.7 MIZZENTOP CONDO'S MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED (SYSTEM B) 1. VARY LEACHING TO LOT LINE BY 5' (5' PROVIDED). 310 CMR 15.211 (1). 2. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. TH 1 LEGEND TEST HOLE LOCATION, NUMBER W JOB NO. Y03-15 E OVERHEAD ELECTRIC WIRES (IF SHOWN) -G- GAS LINE MARKINGS 95 x 20 .6 NOTES �6_` 3 _g-- PROPOSED CONTOUR 'Cr Putnam.dwg ® EXISTING DRAINAGE CATCH BASIN BENCH MARK --TOP OF SPIKE FENCE (IF SHOWN, NOT ALL SHOWN) 1. LOCUS IS A.M. 36, PARCEL 69. RTE 28 --LEACHING AREA SET FLUSH=19.46 ASSIGNED 22.89± SOIL SURVEY(1993): 2, ELEVATIONS SHOWN ARE ASSIGNED. ® 1&71 GEOLOGIC MAP(1986): Barnstable plain deposits CONC. BOUND NEAR CORNER 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992., Top Foundation Invert 17.94± SCREENED VENT 4. LO 5 ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) MUNICIPAL WATER IS AVAILABLE LOTS WITHIN 100' ARE ON TOWN WATER Cleveland Wcy f N 86'36'46" E 2" 151'r� I I _0,0 TH 1 21,2 �2 \ 21,0 c1 2c T c014 {2C7 0 c • 20.3 20,8 2 i i 20 9 15L 3 0 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m a H-20'0 2084 IL 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". m 1 0 n 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW o '8 ^.,.o, 00 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. a CJ! -22 �6' �0 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO -7,7- u1 0] COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE 0. I 16 X13 } 20.48 n- 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP -2 I / I 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 20.2 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1 I 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING _ _2� IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 SYSTEM B 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) -_ 20,0 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 119 4 /,-1 7 TONE PARKING / /�- / 18 1 16.8 bty 22,500±S. F. .9S 97 19. 18 19.2 f 2 J ` 21.2 ��q 21.0 SCG c T✓ TNt4 lu rut rr A'!'-.-_ 10' SEPARA170N i0 NE HERE --IE SO i. SERN,,E. 20 7,- 20.9 WA hp ` 21.0 I • 20.a i � I 99 SYSTEMA 19.5 L-- -_21.1 21.5 91.29 S 88'20'09' W N 8814'20" W 23,3 22,1 BENCH MARK --TOP OF SPIKE / PPRK�NG SET FLUSH = 20.24 ASSIGNED N/F 24 123.7 MIZZENTOP CONDO'S MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED (SYSTEM B) 1. VARY LEACHING TO LOT LINE BY 5' (5' PROVIDED). 310 CMR 15.211 (1). 2. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. TH 1 LEGEND TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) -G- GAS LINE MARKINGS 95 x 20 .6 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6_` EXISTING CONTOUR _g-- PROPOSED CONTOUR 'Cr EXIST. HYDRANT ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 11/17/03 --LEACHING AREA 21.1 22.5 24 19.6 16.2 1 1 � 9.6 U) Invert 16.87Invert 16.60 14.6 -K 2oP 6" Stone or compact Proposed Proposed I 5 Bottom 74 IIr�I. g' I I I 10' Bottom TH1=9.6 Z DESIGN DATA (SYSTEM B) `° , BEDROOMS: 3 LEACH AREA GARBAGE GRINDER: No USE 2 DRY WELLS WITH..,V OF.STONE T 21.6 REQUIRED CAPACITY: 330 GPD ALL AROUND TO MAKE A 25 LONG BY EXISTING SEPTIC TANK: 1000 GAL 13' WIDE BY 2' DEEP LEACH AREA. BOTTOM LEACHING AREA: 325 SF [(25' x 13')] PARTIAL 5' REMOVAL j SIDE LEACHING AREA: 152 SF DO PARTIAL REMOVAL AS NEEDED DOWN D[2(13'+ 25') X 2' DEEP)] 3.1/2'± TO MEDIUM COARSE SAND. DESIGN CAPACITY: 352 GPD [(325 SF + 152 SF) X .74 GPD/SF] ALWAYS DIG SAFE PRIOR TO WORK --NOT ALL UTILITIES MARKED AT TIME OF FIELD SURVEY 23.21 BENCHMARK --TOP OF MAG. NAIL SEE FLOOR PLAN RECORDED PB 387, PG. 54 IN PAVEMENT=25.00 ASSIGNED 25.001 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. I1117Ja__"� HEALTH AGENT APPROVAL DATE SITE PLAN FOR BEVERLY J. PUTNAM 27 CLEVELAND WAY, WEST YARMOUTH, MAI OCTOBER 15, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 " BY R.J. CADILLAC PAGE 1 OF 1 o 19.72 TEST HOLE DATE: May 28, 2003 6" /E PERFORMED BY: Ron Cadillac, Soil Evaluator "1 WITNESSED BY: David Flaherty, RS - HYDRANT PERC RATE: G2'-00"/inch (C layer) 42" ' 18;70 22.89± SOIL SURVEY(1993): Carver coarse sand ® 1&71 GEOLOGIC MAP(1986): Barnstable plain deposits Top Foundation Invert 17.94± P 70"n Use Gas Baffle 2 DRY WELLS Existing Invert 16.70 H-20 3 �-7� H-20 Proposed Screened Top Conc.=17.4 Vent 19, 31 I 1 I �� - �� $=316"�ft Top Pea - v, Existing S=1/8"/ft stone=17.1 d" I 1000 Gal. I 19.85 L ----J ----- 24" 120" 19.6 16.2 1 1 � 9.6 U) Invert 16.87Invert 16.60 14.6 -K 2oP 6" Stone or compact Proposed Proposed I 5 Bottom 74 IIr�I. g' I I I 10' Bottom TH1=9.6 Z DESIGN DATA (SYSTEM B) `° , BEDROOMS: 3 LEACH AREA GARBAGE GRINDER: No USE 2 DRY WELLS WITH..,V OF.STONE T 21.6 REQUIRED CAPACITY: 330 GPD ALL AROUND TO MAKE A 25 LONG BY EXISTING SEPTIC TANK: 1000 GAL 13' WIDE BY 2' DEEP LEACH AREA. BOTTOM LEACHING AREA: 325 SF [(25' x 13')] PARTIAL 5' REMOVAL j SIDE LEACHING AREA: 152 SF DO PARTIAL REMOVAL AS NEEDED DOWN D[2(13'+ 25') X 2' DEEP)] 3.1/2'± TO MEDIUM COARSE SAND. DESIGN CAPACITY: 352 GPD [(325 SF + 152 SF) X .74 GPD/SF] ALWAYS DIG SAFE PRIOR TO WORK --NOT ALL UTILITIES MARKED AT TIME OF FIELD SURVEY 23.21 BENCHMARK --TOP OF MAG. NAIL SEE FLOOR PLAN RECORDED PB 387, PG. 54 IN PAVEMENT=25.00 ASSIGNED 25.001 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. I1117Ja__"� HEALTH AGENT APPROVAL DATE SITE PLAN FOR BEVERLY J. PUTNAM 27 CLEVELAND WAY, WEST YARMOUTH, MAI OCTOBER 15, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 " BY R.J. CADILLAC PAGE 1 OF 1