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HomeMy WebLinkAboutEngineered Plan - 2019TOP OF FOUNDATION ELEV=101.27 ,r 19' OF 4" SCH 40 PVC, S=0.020 MIN. IIk[TAM*r-X#1#1 SYSTEM PROFILE NOT TO SCALE i 99.65 9" MIN. COVER 36" MAX. COVER PROPOSED 1,500 GALLON 10" REINFORCED CONCRETE SEPTIC TANK (H10) 14'. TEE WITH GAS BAFFLE (CENTERED IN TANK OPENING) PROPOSED SEPTIC TANK N/F JAMIE AND NAIDA NASCIMENTO 125 WINDING BROOK ROAD MAP 68, PCL 209 LINE (SYPa PR09E.p RISERS TO BE BROUGHT TO WITHIN 6" OF GRADE 10' OF 4" SCH 40 PVC' -S --.O-676 MIN. INV.=97.75 105.21• S $127'p6_�^'�'�• ip 99.90 10o G 100.14 G / 0 I VEp DRNEwp,Y / t �XtSTINQ PA _ I I o / �- 014 �--+ \ X 99.18 o Z N \ o \ s N� o \\ LOT 109 I a \ � \ 10,683 SQ. FT. f o o�, \ 0.25 ACRES f c r� 1 X 100.30 1 O \ 0 r' t X 99.06 1 U RAI RISER ON D -BOX TO - NO WATER WAS OBSERVED DURING THE TEST HOLE EXCAVATIONS. GPD SITE INFORMATION �- BE BROUGHT TO WITHIN BOTTOM OF DEEPEST HOLE + ' 6" OF GRADE RISER ON CHAMBERS TO GENERAL NOTES: ADDRESS: 119 WINDING BROOK ROAD, SOUTH YARMOUTH, MA 02664 'r BE BROUGHT TO WITHIN/LOT: NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD 68/210 - PROVIDE SPEED LEVELERS ON OUTLETS 6" OF GRADE AS SHOWN ON PANEL NO. 25001 CO587J, EFFECTIVE DATE JULY OD DEED REFERENCE: DOC 1174762 OZONE ,H6 PLAN REFERENCE: LCP 30651 SHT B �r'P:4"r'sl��/�ljc'�tlfrlfia�.lj.S��,{�t,�!!{<tk'�//g�•! AdFr/,f�(l;�t«�l�'�!�U��Y' / �,f„{i✓��`����'Fl�/'f1/'✓,k_� �Ci�fll�l',�i'�:,/�{�,�SY ! ELEV=101.80 MAX 3. DESIGN CALCULCATIONS 9" MIN. COVER 2" OF J" PEASTONE OR SUBSURFACE SEWAGE DISPOSAL SYSTEM. S%pv SROOK 36" MAX. COVER 8 OZ. NON WOVEN DESIGN FLOW ROP t) GEOTEXIILE 110 GALLONS/DAY/BEDROOM X 2 BEDROOMS = 220 GALLONS/DAY 13' OF 4" SCH 40 (LONGER RUN) ELEV.=98.80 5. PVC, S=0.010 MIN. - - -_ - TANK CAPACITY ED ffl =D Q M C"I [Z3 200% DAILY FLOW = 660 GALLONS; USE PROPOSED 1,500 GALLON TANK REGULATIONS. n INV.=97.30 / LEVEL STABLE BASE CONSISTING OF 6" CRUSHED STONE PROPOSED 3 -OUTLET DISTRIBUTION BOX (H10) PROPOSED DISTRIBUTION BOX 98.97 BENCHMARK CORNER BOUND/ DRILL HOLE ELEVATION 99.24 (2) 500 GALLON LEACHING CHAMBERS-� \ PROPOSED TH-1 \ 3 -OUTLET DISTEqBUTION BOX g . TANK INV.=97.13 L_j L_j © ® ® ® ,� 2' DEPTH OF 1i" DOUBLE REQUIRED LEACHING CAPACITY 0 WASHED STONE DESIGN PERC RATE = < 2 MIN/INCH INV.=97.00._ ELEV.=95.00 220 GPD / 0.74 GALLONS PER DAY PER SQ. FT. = 297.30 SQ. FT. 2' 4.83' X 8.5' LEACHING CHAMBER 2' PROVIDED LEACHING CAPACITY (SEE SITE PLAN FOR ORIENTATION) 5' MINIMUM SEPARATION TO BOTTOM AREA = 8.83' X 21.00' = 185.43 SQ. FT. (2)-500 GALLON H-10 LEACHING CHAMBERS SEASONAL HIGH GROUNDWATER SIDE AREA = 59.66' X 2.00' = 119.32 SQ. FT. PROPOSED SOIL ABSORPTION SYSTEM 304.75 so. FT. 8•�3� r-10 LIMIT OF DOUBLE WASHED CRUSHEI .••,� STONE A DEED RESTRICTION IN ACCORDANCE WITH 310 CMR 15.240 (5), THIS SYSTEM REQUIRES A DEED RESTRICTION LIMITING THE DWELLING TO 2 BEDROOMS. IT IS REQUIRED THAT THIS DEED RESTRICTION BE RECORDED WITH THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 100.21 „ E 1p5.p0, N 7-7'50'00 155 10' s/,IN• EXISTING CESSPOOLS (TO BE REMOVED) N/F LOCUS o'er PAU �c 8. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY TOWN OF YARMOUTH E. EXCAVATION OCCURRING. 99.42 WATER DEPT SCALE 1"=750' v -Zs X305 LONG POND OR o 5044 9. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE MAP 68, PCL 178 GE NDTVERIFIED IN THE FIELD. THE ELEVATION OF THE BUILDING SEWER SHALL BE o�ss�p� -VERIFIED -PRIOR-TO HE -INSTALL OF ANY SYSTEM -COMPONENTS = --- Z `RNA s 10. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS "T PROPERTY LINE PRIOR TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS 0 11 BELOW HE IINVERT, OF THE INLET TO E SOI o -- 104 EXISTING CONTOURWHERE HORIZONS) ENCOUNTERED * �-�- EXISTING FENCE ABSORPTION SYSTEM, SHALL BE REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO --OHP EXISTING OVERHEAD UTILITIES THE APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CD CMR 15.00 REGULATIONS. N - W EXISTING WATER LINE 10p.06 G EXISTING GAS LINE 12. EXISTING CONDITIONS GROUND SURVEY PERFORMED BY PAUL E. SWEETSER, PLS. MAY 2019 RISER TO\\WITHIN 6" OF GRADE \(TYP. OF 3) J i i i z TP-1 99.76 X UP -0- BH X 99.71 N/F GEORGE P. ANTAYA (LIFE TRUST) C/O STEPHEN & KATHERYN BAVOSI 113 WINDING BROOK ROAD MAP 68, PCL 211 X 100.05 LOCATION OF TEST PIT/PERC TEST EXISTING SPOT ELEVATION EXISTING UTILITY POLE BULKHEAD TP - 0" 100.00 A LOAMY SAND 10YR 3/3 10" B 99.17 LOAMY SAND 1OYR 5/6 34" MED SAND 1OYR 6/4 PERC ® 58" 97.17 120" ' ' 90.00 PERC RATE: < 2 MIN/IN. DATE: MAY 16, 2019 PERFORMED BY: ASA MINTZ, PE WITNESSED BY. PHIL RENAUD SOIL PROFILE NOT TO SCALE 13. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER 4 CRESTVIEW DRIVE EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 SITE DESIGN, LLC' Residential Site Design and Permitting - NO WATER WAS OBSERVED DURING THE TEST HOLE EXCAVATIONS. GPD PROVIDED = 225.51 GPD BOTTOM OF DEEPEST HOLE ELEV=90A0 GENERAL NOTES: 'r 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD SITE AS SHOWN ON PANEL NO. 25001 CO587J, EFFECTIVE DATE JULY OD OZONE ,H6 2. THE SITE IS LOCATED WITHIN A ZONE II AREA. 3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM. S%pv SROOK 4. VERTICAL DATUM IS ASSUMED ROP t) 5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 wtNptNG BROOK STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT ROAD REGULATIONS. n 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT BROOK THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR DAC1Ct,�1G ��''OPD �Or1G QONp HYDRAULIC CEMENT. ,N OF mss .r 7. SYSTEM COMPONENTS SHALL BE H-10 LOADING N/F LOCUS o'er PAU �c 8. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY TOWN OF YARMOUTH E. EXCAVATION OCCURRING. 99.42 WATER DEPT SCALE 1"=750' v -Zs X305 LONG POND OR o 5044 9. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE MAP 68, PCL 178 GE NDTVERIFIED IN THE FIELD. THE ELEVATION OF THE BUILDING SEWER SHALL BE o�ss�p� -VERIFIED -PRIOR-TO HE -INSTALL OF ANY SYSTEM -COMPONENTS = --- Z `RNA s 10. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS "T PROPERTY LINE PRIOR TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS 0 11 BELOW HE IINVERT, OF THE INLET TO E SOI o -- 104 EXISTING CONTOURWHERE HORIZONS) ENCOUNTERED * �-�- EXISTING FENCE ABSORPTION SYSTEM, SHALL BE REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO --OHP EXISTING OVERHEAD UTILITIES THE APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CD CMR 15.00 REGULATIONS. N - W EXISTING WATER LINE 10p.06 G EXISTING GAS LINE 12. EXISTING CONDITIONS GROUND SURVEY PERFORMED BY PAUL E. SWEETSER, PLS. MAY 2019 RISER TO\\WITHIN 6" OF GRADE \(TYP. OF 3) J i i i z TP-1 99.76 X UP -0- BH X 99.71 N/F GEORGE P. ANTAYA (LIFE TRUST) C/O STEPHEN & KATHERYN BAVOSI 113 WINDING BROOK ROAD MAP 68, PCL 211 X 100.05 LOCATION OF TEST PIT/PERC TEST EXISTING SPOT ELEVATION EXISTING UTILITY POLE BULKHEAD TP - 0" 100.00 A LOAMY SAND 10YR 3/3 10" B 99.17 LOAMY SAND 1OYR 5/6 34" MED SAND 1OYR 6/4 PERC ® 58" 97.17 120" ' ' 90.00 PERC RATE: < 2 MIN/IN. DATE: MAY 16, 2019 PERFORMED BY: ASA MINTZ, PE WITNESSED BY. PHIL RENAUD SOIL PROFILE NOT TO SCALE 13. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER 4 CRESTVIEW DRIVE EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 SITE DESIGN, LLC' Residential Site Design and Permitting