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Home My WebLink About40 Virginia Street Site Plan4 0 D f N _r tI '_ N \ 13.61 14.0 p�� 14. - 14.2 CU T H 1 a iI" ®�3.0 F � 4.7 N }4.6. %13.2 v 13.23% 1 8p 1�, 33, .4 I 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.(f End 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 Barrier TEST HOLE DATE: February 28, 2001 18" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy L. Von Hone, RS, CHO 24 + 9') x a.s' DEEP)] 5' REMOVAL " DO 5' ALL AROUND AND UNDER REMOVAL PERC RATE: <2'-00"/inch (C layer) NOTE: THIS IS A SITE PLAN BUOYANCY CALCULATIONS -SEPTIC TANK _gam- PROPOSED CONTOUR WEIGHT OF EMPTY CHAMBER AND 6" OF COVER Qf UTILITY POLE (IF SHOWN) CHAMBER= 5.74 TON (PER SHOREY) BUOYANCY CALCULATIONS -PUMP CHAMBER 6" COVER= .5 X 5.67' X 10.5' X 0.055 TON/CU. FT. SURVEY, AND NOT A PROPERTY 6" COVER=1.64 TON CHAMBER= 4.12 TON (PER SHOREY) TOTAL= 5.74 TON + 1.64 TON = 7.38 TON T fi0 WEIGHT OF WATER --HIGH GROUNDWATER DOWN o (12.1 -8.35) X 5.67' X 10.5' X 0.0312 TON/CU. FT. LINE SURVEY BY THIS OFFICE. ug L LOCUS IS A.M. 161, PARCEL 26. ALE 3' DEEP IMPERVIOUS 2. ELEVATIONS SHOWN ARE ASSIGNED. BARRIER --120 L.F. OF 3. FLOOD ZONE LOCATIONS SHOWN ARE SCALED FROM FIRM DATED JULY 2, 1992. d**BARRIER IS STIFF 40 MIL POLYETHYLENE 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)& EM(D OBTAINABLE FROM (MILLER BREAKOUT**) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100'ARE ON TOWN WATER. MILLER ENVIRONMENTAL TOP BARRIER=TOP6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.508-697-3710. PEASTONE=15.2, GRADE ABOVE BARRIER=15.7 MIN. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".RUN BENCH MARK --TOP OF CONIC. 17.02 GRADE OUTSIDE 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW BOUND= 14.32 ASSIGNED BENCH MARK --TOP OF SPIKE N/F BARRIER AT 3:1 SLOPE D -BOX EXIT PIPES TO BELEVEL FOR FIRST TWO FEET. SET FLUSH= 14.42 ASSIGNED HOUGHTON OR FLATTER. 9. DEPTH OF COMPONENTS NOT.TO EXCEED 3', OR VENTING MUST BE PROVIDED.y (21' OFF NEAR CORNER BUILDING) BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE, 15.2 ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 14.2 13.29 15.35 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 14.8 120.00' 1 7 12. CONTACT THE BOARD HEALTH, R.J. CADILLAC. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL' FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 20 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). ' ^ 16.0 4 0 D f N _r tI '_ N \ 13.61 14.0 p�� 14. - 14.2 CU T H 1 a iI" ®�3.0 F � 4.7 N }4.6. %13.2 v 13.23% 1 8p 1�, 33, .4 I 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.(f End 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 Barrier TEST HOLE DATE: February 28, 2001 18" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy L. Von Hone, RS, CHO 24 285, 39 a.5 4 I GEOLOGIC MA 8 ) Harwich outwas paindeposits SOIL SURVEY 1993. Carver coarse sand - =- P19 6: h I PROP OSED 1 .0 15.6 (3s Q W FUTURE [ overt 13.461 Invert 12.60 60 58 EXISTING HOUSE I n Tie into existing 6 CONTACTOR 100'S GARAGE X 16.1 Use Gas Baffle Z (Slob)` 1 Invert 14.74 Provide 8" cover N0. 40 I Exist. Orangeburg :. Split level 10.4 Begin Proposed Barrier I S=7/8"/ft USE 6" COVER see- detail 15.2 21 24?1 TOP PEA STONE 13.6 30. __.:::. -. 15. N/F Prop. S=1 411/ft 14s 15.1 SULLIVAN Invert 12.85 1500 Gal. F / Tank 14.6 Fill A layer 10yr 3/2 sandy loam B toyer 10yr 4/6 sandy loam 11.6 observed water 9.8 C layer 10yr 5/6 med. coarse sand ,i Proposed 120 4.6 . m x 15.0 r- 14.19 I Sanitary 6" p o p0 p 8.35 Tee 13.30 LOT 11 g x .6 _U � �I o Bottom 14.2 'j w rn Invert 14.91 Invert 14.70 �® 14.26 1 '� 0 7001 S F p m cz I _ O. Z 6" Stone Or COm aCt Proposed 4 Bottom 14.5 O - P P I Proposed ' '' > A r m 9 15 � 152 I I n' f- 2' EI. 10.2 D < p ro 13.4 y\ Q 14.2 10200' m m < 0.4' provided --Locus is 110' pO \�O % v?9 14, 14.04 DESIGN DATA `D from large abandoned bog �O 00 ..P1. v . 6)' 13.75 1 3c BEDROOMS: 3 Observed Water=9.8 2� 0 1.48_ - - -- - -- - GARBAGE GRINDER • No LEACH AREA \� SERE VIRGINIA r��- H-10 1000 GAL. PUMP CHAMBER 013.8 FACTORY WATER TIGHT 9" COVER 2', Line DRILL 3/8" WEEP/VENT HOLE Invert 12.50 ALARM- 32"CHECK VALVE ON - 26" OFF - 22" P 6" STONE UNDER I Bottom 8.00 END 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. EG 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. �� a MASsq F,P�S. TH 1 TEST HOLE LOCATION, NUMBER 3. ALARM TO BE LOCATED IN HOUSE. cy �� 4. PUMP TO BE CAPABLE OF PASSING ON �� R' -W- WATER LINE MARKINGS 1-1/4- SOLIDS AND INSTALLED IN STRICT o JAM � Ic -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) CONFORMANCE WITH MANUFACTURER'S "' SPECIFICATIONS. # 1060 � .p # -G- GAS LINE MARKINGS (IF SHOWN) o c 5. USE MEYER MW50, 1/2 HP PUMP, OR 9.5 x 15.9 EXIST. &PROP. ELEVATIONS X' MARKS POINT EQUIVALENT - EXISTING Edge of Wetland REQUIRED CAPACITY: 330 GPD USE 6 CONTACTOR 100'S WITH 4' OF SEPTIC TANK: 1500 GAL. STONE ON THE ENDS AND 3' OF STONE __-4 14.32 BOTTOM LEACHING AREA: 423 SF [(4T x 9')] ON THE SIDES FOR A 47' LONG BY 9' SIDE LEACHING AREA: 56 SF WIDE BY 6" DEEP LEACH AREA. -� - [2(47' 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' (5' PROVIDED). VARY PUMP CHAMBER TO LOT LINE BY 2' (8' PROVIDED). BOG 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248, + 9') x a.s' DEEP)] 5' REMOVAL " DO 5' ALL AROUND AND UNDER REMOVAL PERC RATE: <2'-00"/inch (C layer) OVER LEACH AREA 310 DOSES PER DAY: > 4 BUOYANCY CALCULATIONS -SEPTIC TANK _gam- PROPOSED CONTOUR 285, 39 a.5 4 I GEOLOGIC MA 8 ) Harwich outwas paindeposits SOIL SURVEY 1993. Carver coarse sand - =- P19 6: h I PROP OSED 1 .0 15.6 (3s Q W FUTURE [ overt 13.461 Invert 12.60 60 58 EXISTING HOUSE I n Tie into existing 6 CONTACTOR 100'S GARAGE X 16.1 Use Gas Baffle Z (Slob)` 1 Invert 14.74 Provide 8" cover N0. 40 I Exist. Orangeburg :. Split level 10.4 Begin Proposed Barrier I S=7/8"/ft USE 6" COVER see- detail 15.2 21 24?1 TOP PEA STONE 13.6 30. __.:::. -. 15. N/F Prop. S=1 411/ft 14s 15.1 SULLIVAN Invert 12.85 1500 Gal. F / Tank 14.6 Fill A layer 10yr 3/2 sandy loam B toyer 10yr 4/6 sandy loam 11.6 observed water 9.8 C layer 10yr 5/6 med. coarse sand ,i Proposed 120 4.6 . m x 15.0 r- 14.19 I Sanitary 6" p o p0 p 8.35 Tee 13.30 LOT 11 g x .6 _U � �I o Bottom 14.2 'j w rn Invert 14.91 Invert 14.70 �® 14.26 1 '� 0 7001 S F p m cz I _ O. Z 6" Stone Or COm aCt Proposed 4 Bottom 14.5 O - P P I Proposed ' '' > A r m 9 15 � 152 I I n' f- 2' EI. 10.2 D < p ro 13.4 y\ Q 14.2 10200' m m < 0.4' provided --Locus is 110' pO \�O % v?9 14, 14.04 DESIGN DATA `D from large abandoned bog �O 00 ..P1. v . 6)' 13.75 1 3c BEDROOMS: 3 Observed Water=9.8 2� 0 1.48_ - - -- - -- - GARBAGE GRINDER • No LEACH AREA \� SERE VIRGINIA r��- H-10 1000 GAL. PUMP CHAMBER 013.8 FACTORY WATER TIGHT 9" COVER 2', Line DRILL 3/8" WEEP/VENT HOLE Invert 12.50 ALARM- 32"CHECK VALVE ON - 26" OFF - 22" P 6" STONE UNDER I Bottom 8.00 END 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. EG 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. �� a MASsq F,P�S. TH 1 TEST HOLE LOCATION, NUMBER 3. ALARM TO BE LOCATED IN HOUSE. cy �� 4. PUMP TO BE CAPABLE OF PASSING ON �� R' -W- WATER LINE MARKINGS 1-1/4- SOLIDS AND INSTALLED IN STRICT o JAM � Ic -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) CONFORMANCE WITH MANUFACTURER'S "' SPECIFICATIONS. # 1060 � .p # -G- GAS LINE MARKINGS (IF SHOWN) o c 5. USE MEYER MW50, 1/2 HP PUMP, OR 9.5 x 15.9 EXIST. &PROP. ELEVATIONS X' MARKS POINT EQUIVALENT - EXISTING Edge of Wetland REQUIRED CAPACITY: 330 GPD USE 6 CONTACTOR 100'S WITH 4' OF SEPTIC TANK: 1500 GAL. STONE ON THE ENDS AND 3' OF STONE __-4 14.32 BOTTOM LEACHING AREA: 423 SF [(4T x 9')] ON THE SIDES FOR A 47' LONG BY 9' SIDE LEACHING AREA: 56 SF WIDE BY 6" DEEP LEACH AREA. -� - [2(47' 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5' (5' PROVIDED). VARY PUMP CHAMBER TO LOT LINE BY 2' (8' PROVIDED). BOG 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248, + 9') x a.s' DEEP)] 5' REMOVAL DESIGN CAPACITY: 354 GPD DO 5' ALL AROUND AND UNDER REMOVAL [(423 SF + 56 SF) X .74 GPD/SF] DOWN 36"t TO MEDIUM COARSE SAND. PUMP CHAMBER STORAGE CAPACITY: 330 GAL. OVER LEACH AREA 310 DOSES PER DAY: > 4 BUOYANCY CALCULATIONS -SEPTIC TANK _gam- PROPOSED CONTOUR WEIGHT OF EMPTY CHAMBER AND 6" OF COVER Qf UTILITY POLE (IF SHOWN) CHAMBER= 5.74 TON (PER SHOREY) BUOYANCY CALCULATIONS -PUMP CHAMBER 6" COVER= .5 X 5.67' X 10.5' X 0.055 TON/CU. FT. WEIGHT OF EMPTY CHAMBER AND 9" OF COVER 6" COVER=1.64 TON CHAMBER= 4.12 TON (PER SHOREY) TOTAL= 5.74 TON + 1.64 TON = 7.38 TON 9" COVER= X 4.83' X 8.5' X 0.055 TON/CU. FT. WEIGHT OF WATER --HIGH GROUNDWATER DOWN .75 (12.1 -8.35) X 5.67' X 10.5' X 0.0312 TON/CU. FT. 9" COVER=1.69 TON TOTAL= 4.12 TON + 1.69 TON = 5.81 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT WATER= 6.97 TON TANK AND 6" COVER ARE HEAVIER BY 0.4 TON. SITE PLAN FOR LAURI AVERY LOT 119 40 VIRGINIA STREET, W. YARMOUTH,•,: MA DECEMBER 1, 2001 SCALE: 1"=20' 4 USE 8" TOTAL COVER OVER LEACH AREA 310 CMR 15 240 (9) \ (12.1 -8.00) X 4.83' X 8.5' X 0.0312 TON/CU. FT WEIGHT WATER= 5:25 TON TANK AND 9" COVER ARE HEAVIER BY 0.5 TON. ALARM &PUMP NOTES THIS PLAN ISA VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700., _ (12001 BY R.J. CADILLAC PAGE 1 OF 1 ( ) StirrlrARrP� o CONTOUR LamO �J l _gam- PROPOSED CONTOUR �Z- Qf UTILITY POLE (IF SHOWN) ®' EXISTING DRAINAGE CATCH BASIN (IF SHOWN, NOT ALL SHOWN) ��FENCE ��'��R�RE (IF SHOWN, NOT ALL SHOWN) UU�, REV. HEALTH AGENT APPROV/ 9/9/02 --ADDITION & 1500 GAL TANK ug RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700., _ (12001 BY R.J. CADILLAC PAGE 1 OF 1