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Home My WebLink AboutDOA - 48 Mill Lane - Site Plan - Fields HouseN c� CL rn �r M m d MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACHING TO WETLAND BY 28' (72' PROVIDED). LOCAL REG. 2. RESERVE AREA IS NOT SHOWN. 310 CMR 15.248 r N /F BILEZIKIAN N E �C,B:-/D; FND, PROPOSED GRADE cxeaarw.xl ____ -- --20 ... v" EXISTING STONE DRIVE 02 21.0 \\ N NOT TO SCALE I FIELDS.DWG LIBRARY OFF. z --- ---- - -' --- - --= -- -- 2: \ 14.5 TEST HOLE LOCATION, NUMBER REMOVAL -''-USE CLEAN SAND -. -- \ a 9 1616 --- - - - -: =; - - -= ---;---------------- \\ 4.4.6 9.5 -20.1 EXISTING & PROPOSED ELEVATIONS ('X' Highest Perched Water=High Ground Woter- COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. EXISTING CONTOUR 7. 20,8 \ e\14.5 •' 16,0 08.4 LLL�� FENCE (IF SHOWN, NOT ALL SHOWN) 11. \ , - N 12 vt --'------ ------------ -' --- -- 19.7 to w \ 10. 8 --- -- -'-------------------------------------------- 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, oN WETLANDS �` LOT 1 \ 12.7 \ SPP TEST HOLE 1 1.01±A RES 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) 1 ate/ 1 ;3 0'/ x 15,9 \ \ 738' 9 \ \ 141 \ \ \ N 20.2 20.1 \ . 20.3 v \ OPEN TO 1 ST FL. rrni:�al 1ST FLOOR LEACHING SECTION A -A 1 -6$ Lay perforated pipes level down center of each row of C-4 Units, as shown, cap ends. se 410 filter cloth ver units 20 -----'` F� - F` ' Ch - C` G` 's F 1 '-Fl Fh F Il\. �•1CtIJ 1. V J\11jIJ JL J J, I,CIJ JU EXISTING GRADE 0 __ _ ------- S4 PROPOSED GRADE cxeaarw.xl ____ -- --20 ... v" EXISTING STONE DRIVE NOTES 0 19.0 A layer 10yr 3/4 N NOT TO SCALE I FIELDS.DWG LIBRARY OFF. 18 --- ---- - -' --- - --= -- -- 2: TH 1 TEST HOLE LOCATION, NUMBER REMOVAL -''-USE CLEAN SAND -. -- WATER LINE MARKINGS 1616 --- - - - -: =; - - -= ---;---------------- 5. 9.5 -20.1 EXISTING & PROPOSED ELEVATIONS ('X' Highest Perched Water=High Ground Woter- COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. EXISTING CONTOUR 7. 14 --- - --- - - ---14 FENCE (IF SHOWN, NOT ALL SHOWN) 12 --- D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. - --- 12 10--- --'------ ------------ -' --- -- ` -`__----10 10. 8 --- -- -'-------------------------------------------- 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 8 BOTTOM REMOVAL=EL 8t C2 LAYER 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING BENCH MARK --TOP BOULDER® WHITE PAINT= 21.45 ASSIGNED N /F r 19. NARBONNE t \o \}z P \ ---- X ---- X Ix _- --- _ �9------------�z----------------- -- --- C tt �T-- 72 o ` STONE DRIVE -- - 5 ' --- '`i i LO 20, o� i .19,2---------iffy�4/ A 0 20.1 ' _ 1 0 \ 15,3 - 20.4 --,� 2,,1 TH 4 j F�O 7 . 2 ..3 ri �-c- 20,3 Q zj 1 _ IRREGULAR GRADES RAISE GRADE SLIGHTLY 202 y Tc 18,0 HERE FOR BREAKOUT \ HERE NOT SHOWN 20.1 PROTECTION 4-0 1 c .o ' YF 7N �p ,i -� 1 N,o O 19.5 lot N. I �. 19. 10.6 1 11 11. 11.8 N /F 1 11FIELDS BATH 100,4\ BDRM 2ND FLOOR m GAR. BELOW KITCH. 6DRM W/BATH ABOVE 1 7 12.4 ,a= DINRM DEN `\ Check Valve FLOOR PLAN NOTES 0 19.0 A layer 10yr 3/4 N NOT TO SCALE I FIELDS.DWG LIBRARY OFF. 1. LOCUS IS A.M. 121, PARCEL 28. LEGEND 2: TH 1 TEST HOLE LOCATION, NUMBER 3. W WATER LINE MARKINGS 4. E OVERHEAD ELECTRIC WIRES (IF SHOWN) 5. 9.5 -20.1 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. EXISTING CONTOUR 7. ____g-- PROPOSED CONTOUR 8. x FENCE (IF SHOWN, NOT ALL SHOWN) 11.2 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. TREE (IF SHOWN, NOT ALL SHOWN) 9. 1 18,0 19,6 2 � 8 15,9 18.7 16.0 f \\ 4 16. \ 15.27 20.6 I 1 1 1 1 0.5 I 20.5 :::........... I 9a----- + EXISTING GARAGE 17.7 16.8 9.0 \18J N' 18.21 1� 91 8,0 17.4 17. 16 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATES: 4/16/2010 & 4/20/ 2010 9" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Nantucket sandy loam 30" GEOLOGIC MAP(1986): Marsh & swamp deposits Invert 15.94 12 CULTEC C-4 UNITS 77" Use Gas Baffle IN 12' X 32' LEACH BED Existing Invert 19.59 20.01®Top Unit 144" see detail Proposed Grade=21.0 MIN. --------- ____ r-----------� 3" Min. --� 1 Existing -7Td�- S=1 8" ft _tom /3" Max. 1 1000 Gal. i min/ �� t 4 Inspection Port Se tic Tank P 192 A layer 10yr 3/4 sandy loam B layer 10yr 6/6 sandy loam Ct layer 2.5y 5/4 silty clay loam --------------- observed water C2 layer 2.5y 6/4 medium sand 19.7 17.2 13.3 7.7 1 P 3.7 L------------------- Sanitary --------- ---J Sanitary 3 Tee 1 1 19.3 Invert 19.76 Invert 19.55 i 5' Bottom C-4 units MONOLITHIC 1000 GALLON Proposed Proposed set level 1135'1 1 N I `}, 1 Hi hest Perched Water= 14.3 H-10 PUMP CHAMBER 6� IC r4' High Ground Waterided W/ WATERPROOFING Locus Adjustment Provided � Locus is within 300' of Salt Marsh �a14,8 DESIGN DATA �., ti�a. Cover to Grade 14 i� „ BEDROOMS: 4 ?� Float Tree '�v 1/4 Weep Hole GARBAGE GRINDER: No 113 WETLANDS „ I-�J 2 Supply Line REQUIRED CAPACITY: 440 GPD X5-3- 15.87 EXISTING SEPTIC TANK: 1000 GAL. Quick Disconnect/ Invert Union EFFECTIVE LEACHING AREA: 643 2 SF JOB NO. Y10-08 Check Valve DEPTH (inches) ELEV.(feet) NOTES 0 19.0 A layer 10yr 3/4 el. 13.58 I FIELDS.DWG Off 1. LOCUS IS A.M. 121, PARCEL 28. B layer 10yr 6/6 2: ELEVATIONS SHOWN ARE ASSIGNED. <o 3. LOCUS IS IN FLOOD ZONES C AND A3 ON FIRM DATED JULY 2, 1992. °� 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) p7_ 0 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. RT 6A 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14'. CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOAT(S) BE ATTACHED To 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW f 11.2 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. u 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS AS SHOWN --1 ON PUMP CHAMBER, AND 1 ON LEACHING SCALE 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 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R,J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 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) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATES: 4/16/2010 & 4/20/ 2010 9" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Nantucket sandy loam 30" GEOLOGIC MAP(1986): Marsh & swamp deposits Invert 15.94 12 CULTEC C-4 UNITS 77" Use Gas Baffle IN 12' X 32' LEACH BED Existing Invert 19.59 20.01®Top Unit 144" see detail Proposed Grade=21.0 MIN. --------- ____ r-----------� 3" Min. --� 1 Existing -7Td�- S=1 8" ft _tom /3" Max. 1 1000 Gal. i min/ �� t 4 Inspection Port Se tic Tank P 192 A layer 10yr 3/4 sandy loam B layer 10yr 6/6 sandy loam Ct layer 2.5y 5/4 silty clay loam --------------- observed water C2 layer 2.5y 6/4 medium sand 19.7 17.2 13.3 7.7 1 P 3.7 L------------------- Sanitary --------- ---J Sanitary 3 Tee 1 1 19.3 Invert 19.76 Invert 19.55 i 5' Bottom C-4 units MONOLITHIC 1000 GALLON Proposed Proposed set level 1135'1 1 N I `}, 1 Hi hest Perched Water= 14.3 H-10 PUMP CHAMBER 6� IC r4' High Ground Waterided W/ WATERPROOFING Locus Adjustment Provided � Locus is within 300' of Salt Marsh �a14,8 DESIGN DATA �., ti�a. Cover to Grade 14 i� „ BEDROOMS: 4 ?� Float Tree '�v 1/4 Weep Hole GARBAGE GRINDER: No 113 WETLANDS „ I-�J 2 Supply Line REQUIRED CAPACITY: 440 GPD X5-3- 15.87 EXISTING SEPTIC TANK: 1000 GAL. Quick Disconnect/ Invert Union EFFECTIVE LEACHING AREA: 643 2 SF 17.6 1 G1�-3 BENCH MARK --TOP BOULDER® WHITE PAINT= 18.93 ASSIGNED N /F GOODALL, TRS. Alarm TEST HOLE 2 Check Valve DEPTH (inches) ELEV.(feet) On 0 19.0 A layer 10yr 3/4 el. 13.58 sandy loam Off 14" USE SRM4 PUMP B layer 10yr 6/6 TOTAL= 2.46 TON + 4.15 sandy loam MEYER OR EQUAL --37 GPM®13.3' TDH 3616.0 11.37 6" C1 layer 10yr 5/4 17.7 . silty clay loam p7_ 0 __ 103" _ weeping water - 10.4 N c' 7 (. : TEST HOLE 3 4! rn TEST HOLE 4 m 13.4 TANK AND 12 COVER ARE 17.6 1 G1�-3 BENCH MARK --TOP BOULDER® WHITE PAINT= 18.93 ASSIGNED N /F GOODALL, TRS. Alarm 29 Check Valve 6.7 SF/LF X 8'/UNIT=53.6 S.F/UNIT On 23'> el. 13.58 12 UNITS X 53.6 SF/UNIT=643.2 SF(EFFECTIVE) Off 1 " USE SRM4 PUMP DESIGN CAPACITY: 476 GPD TOTAL= 2.46 TON + 4.15 P MEYER OR EQUAL --37 GPM®13.3' TDH [(643.2 SF) X .74 GPD/SF1 11.37 6" STONE UNDER PUMP CHAMBER STORAGE CAPACITY: 440 GAL. Bottom MAKE FACTORY WATER -TIGHT DOSES PER DAY: 4 TEST HOLE 3 WEIGHT WATER= 4.09 TON TEST HOLE 4 LINE AT TOP PUMP CHAMBER SO PUMP LEACH AREA (SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 7/19/07) USE 12 CULTEC C-4 UNITS, AS SHOWN IN 3 ROWS TO MAKE A 12' WIDE BY 32' LONG LEACH BED, SET C-4 UNITS LEVEL AND SET A 4" PEFORATED SCH 40 PIPE DOWN CENTER OF EACH ROW, AND CAP END. PLACE 410 FILTER CLOTH OVER C-4 UNITS AND PER- FORATED PIPE. NO STONE. USE CLEAN SAND. 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN 12'f TO C-2 LAYER. ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY DEPTH (inches) ELEV.(feet) DEPTH (inches) ELEV.(feet) BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 0 15" 32" 72" 81" 144„ 192" WETLANDS A layer 10yr 3/3 sandy loam B layer 10yr 4/6 sandy loam C1 layer 10yr 6/1 loamy sand to silty clay loam --------------- weeping water observed water C2 layer 2.5y 6/4 medium sand 20.3 0 12" 17.6 30" 14.3 13.55 82 8.3 108" 4.3 156" A layer 10yr 3/2 sandy loam 8 layer 10yr 4/6 sandy loam C1 layer 2.5y 5/4 silty clay loam observed water C2 layer 2.5y 6/4 medium sand 20.2 WEIGHT OF EMPTY CHAMBER AND 12" OF COVER . 4PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CHAMBER= 4.15 TON (PER' SHOREY) CONFORMANCE WITH MANUFACTURER'S 12" COVER= 1' X 5.42' X 8.25' X 0.055 TON/CU. FT. SPECIFICATIONS. 12 COVER= 2.46 TON 5. USE MEYER SRM4, 4/10 HP PUMP, OR TOTAL= 2.46 TON + 4.15 TON = 6.61 TON EQUAL --CAPABLE OF 37 GPM 13.3' TDH 17.7 6. TO PROVIDE FOR EASY AND SAFE WEIGHT OF WATER --HIGH GROUNDWATER DOWN MAINTENANCE OF PUMP: (14.3 - 11.37') X 5.42' X 8.25' X 0.0312 TON/CU. FT. -PROVIDE UNION/DISCONNECT IN 2" PVC WEIGHT WATER= 4.09 TON LINE AT TOP PUMP CHAMBER SO PUMP 13.4 TANK AND 12 COVER ARE HEAVIER BY 2.5 TON. CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOAT(S) BE ATTACHED To A REMOVABLE FLOAT TREE OR PUMP LINE 11.2 FOR MAINTENANCE WITHOUT ENTERING PUMP CHAMBER. 7.2 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR ALLYN Y. FIELDS LOT 1, 48 MILL LANE, YARMOUTHPORT, MA APRIL 22, 2010 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2009 BY R:J. CADILLAC PAGE 1 OF 1