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HomeMy WebLinkAbout6 Victory Lane - Site PlanQ L0 N Z Q J d C3 I ZONING. DISTRICT: R40 FRONT YARD 26.3'* SIDE YARD 20' REAR YARD 20' *(22.6' + 30'/2)=26.3' PONDED WATER OBSERVED ON DAY OF SURVEY --APPEARS BE ARTIFICIAL POND IN DISREPI N/F Sims 8.S N/F GERING N 68b� p0. 19.55 ed 151 /9.1 a,.- 19.7 N/F PITZ LOT -9 9_ WOODBURY 19.6 9,7 Of S. F.7" . 26' a�. N 19.48 \ \1,t • 20.3 0� �3 2.,. 19.3 a_1 �\ a. o. LOW 2a0 RETAINING \ \ 2 OP05 , ,ae WALL W STEPS;-:.. Bh It 2 , ;% 'a25'=15.8 TH 1 , 1y9 m' 24.4 \t I`\ \ zl a PROP. DRIVE �2a. N/F EDGE EXIST. 23.3 0 x ,, DRIVE 34 � • `'� � �...etR-- 1 - NSH REALTY LLC Foundation design by others rn r� O 251 LU k 23.9 A. . \ Q `::'. �� 23.IL.. HIGH POINT IN ... 24.17 ROAD=24.4 REMOVE EXIST- `, _-,.. _:::::::::::::::> ING HOUSE 10 t;•:>�y 34. 24.34 0)�E .`. �` `.•"�, j•1. oq'2� 24,3 24.10 CLOGGED SOIL ro• S REMOVE OLD SYSTEM c3 4.14 � i X3.85 /2a 07 LA 23.7 �i� 7 l / LUsi 9'23 .78 O�-�.T\` i �) G X32 V i i W i � i i +3 `3.83 0 2G.3 BENCH MARK --TOP MAG. NAIL IN PAVEMENT= 23.78 ASSIGNED . Z 1 25.00 BENCH MARK --TOP MAG. NAIL IN PAVEMENT= 25.00 ASSIGNED THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. _ \ z_-/ \ HEALTH AGENT APPROVAL DATE JOB NO. Y13 - NOTES Tolshansky.dwr 1. LOCUS IS A.M. 59, PARCEL 222. F829/52 SB13� 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE B & C ON FIRM DATED JUNE 17, 1986. LOCUS IS IN FLOOD ZONE X ON PRELIMINARY FIRM DATED MAY 3, 2013. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 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). 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. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: December 19, 2013 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Philip Renaud, Inspector 27 3 PERC RATE: <2'-00"/inch (TH 2-8 layer) SOIL SURVEY(1993): Carver coarse sand Top Prop. Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 24.06 1 Invert 23.50 27 ADS ARC 36LP CHAMBERS Proposed Use -Gas Baffle Proposed Invert 23.27 Use 9"Covet Proposed Top Units =23.57 Top Slab=24.0 - S=1/4 /ft+ ®Peastone/FilterMax. 1500 Gal. S=1 /8"/ft 3" Max. S=1 /8 /ft '----,-'Inspection Port Invert 23.75 Septic Tan min. l P Proposed -------- -- 3.8" 10' T Invert 23.44 Invert 23.22 22.9 6" Stone or Compact Proposed proposed I Bottom 4 Hi h Groundwater=17.9 �p 4' 2.3' USGS AdJjustment N December 2013 Mashpee29-Zone A DESIGN DATA Observed Water=15.6 BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 1/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 27 ADS ARC361_P�3.8" INVERT) CHAMBERS IN EFFECTIVE BED LEACHING AREA: 638.5 SF AN 8'-6" WIDE BY 45 LONG BED, AS SHOWN. A.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 27 UNITS X 23.65 SF/UNIT=638.5 SF(EFFECTIVE) 5' REMOVAL DESIGN CAPACITY: 472 GPD [(638.5 SF) X .74 GPD/SF] REMOVAL FILL, OLD CLOGGED SOIL AND TOPSOIL ONLY B LAYER PERCED--LEAVE INTACT. DO 5' ALL AROUND AND UNDER REMOVAL DOWN 32"d: TO B LAYER. I : Month Health Department P VED I ame Date SITE PLAN FOR TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 21.6 Fill A layer 10yr 3/2 loamy sand E layer 10yr 5/2 loamy sand observed water C layer 10yr 2/1 Peat 67" 16.0 76" 15.3 85 14.5 87" 14.3 96" 13.6 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 23.8 Fin 32" LEGEND } TH 1 TEST HOLE LOCATION, NUMBER W EXISTING WATER LINE MARKINGS -PW- PROPOSED WATER SERVICE E EXISTING OVERHEAD ELECTRIC WIRES -G EXISTING GAS LINE MARKINGS -P Cr- PROPOSED GAS LINE . 9.6 x Y5.8 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) B layer 10yr 5/8 EXISTING CONTOUR PROPOSED CONTOUR med. coarse sand UTILITY POLE 98" EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) . Z 1 25.00 BENCH MARK --TOP MAG. NAIL IN PAVEMENT= 25.00 ASSIGNED THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. _ \ z_-/ \ HEALTH AGENT APPROVAL DATE JOB NO. Y13 - NOTES Tolshansky.dwr 1. LOCUS IS A.M. 59, PARCEL 222. F829/52 SB13� 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE B & C ON FIRM DATED JUNE 17, 1986. LOCUS IS IN FLOOD ZONE X ON PRELIMINARY FIRM DATED MAY 3, 2013. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 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). 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. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: December 19, 2013 GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Philip Renaud, Inspector 27 3 PERC RATE: <2'-00"/inch (TH 2-8 layer) SOIL SURVEY(1993): Carver coarse sand Top Prop. Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 24.06 1 Invert 23.50 27 ADS ARC 36LP CHAMBERS Proposed Use -Gas Baffle Proposed Invert 23.27 Use 9"Covet Proposed Top Units =23.57 Top Slab=24.0 - S=1/4 /ft+ ®Peastone/FilterMax. 1500 Gal. S=1 /8"/ft 3" Max. S=1 /8 /ft '----,-'Inspection Port Invert 23.75 Septic Tan min. l P Proposed -------- -- 3.8" 10' T Invert 23.44 Invert 23.22 22.9 6" Stone or Compact Proposed proposed I Bottom 4 Hi h Groundwater=17.9 �p 4' 2.3' USGS AdJjustment N December 2013 Mashpee29-Zone A DESIGN DATA Observed Water=15.6 BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 1/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 27 ADS ARC361_P�3.8" INVERT) CHAMBERS IN EFFECTIVE BED LEACHING AREA: 638.5 SF AN 8'-6" WIDE BY 45 LONG BED, AS SHOWN. A.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 27 UNITS X 23.65 SF/UNIT=638.5 SF(EFFECTIVE) 5' REMOVAL DESIGN CAPACITY: 472 GPD [(638.5 SF) X .74 GPD/SF] REMOVAL FILL, OLD CLOGGED SOIL AND TOPSOIL ONLY B LAYER PERCED--LEAVE INTACT. DO 5' ALL AROUND AND UNDER REMOVAL DOWN 32"d: TO B LAYER. I : Month Health Department P VED I ame Date SITE PLAN FOR TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 21.6 Fill A layer 10yr 3/2 loamy sand E layer 10yr 5/2 loamy sand observed water C layer 10yr 2/1 Peat 67" 16.0 76" 15.3 85 14.5 87" 14.3 96" 13.6 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 23.8 Fin 32" TEST HOLE 3 21.1 L B layer 7.5 yr 5/8 o loamy sand 18" 45 A layer 10yr 3/2 45" loamy sand 20.0 27" B layer 10yr 5/8 C layer 10yr 6/6 loamy sand med. coarse sand 42" 98" --------------15.6 observed water 13.8 C la r 2.5y 6/6 med�coarse sand (See TH 2 for water, 1 MAY r_' � 2014 HEALTH DEPT. 3.6 TATI AN A & ALEKSAN DER TCOLSH AN SKY LOT 29, 6 VICTORY LANE, S. YARMOUTH, MA FEBRUARY 26, 2014 SCALE: 1"=20' FIS: , - I IV RONALD J. CADILLAC, PLS, RS, 'P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 FILL WEST YARMOUTH, MA 02673 FILE COPY ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 TEST HOLE 3 DEPTH (inches) ELEV.(feet) 0 23.6 Fill 18" A layer 10yr 3/2 loamy sand 27" B layer 10yr 5/8 loamy sand 121,3 42" 20.1 C la r 2.5y 6/6 med�coarse sand (See TH 2 for water, 1 MAY r_' � 2014 HEALTH DEPT. 3.6 TATI AN A & ALEKSAN DER TCOLSH AN SKY LOT 29, 6 VICTORY LANE, S. YARMOUTH, MA FEBRUARY 26, 2014 SCALE: 1"=20' FIS: , - I IV RONALD J. CADILLAC, PLS, RS, 'P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 FILL WEST YARMOUTH, MA 02673 FILE COPY ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1