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HomeMy WebLinkAboutFloor PlanTOP OF FOUNDATION ELEV=113.11 (LOWER) 30' OF 4" SCH 40 PVC, S=0.020 MIN. \INV.=108.29f TO BE VERIFIED �_ INV.=106.25 SYSTEM PROFILE NOT TO SCALE 9" MIN. COVER 36" MAX. COVER C10" 14» PROPOSED 1,500 GALLON REINFORCED CONCRETE SEPTIC TANK (H10y TEE WITH GAS BAFFLE (CENTERED IN TANK OPENING) RISER ON D-BOX TO `, RISERS TO BE BROUGHT TO BE BROUGHT TO WITHIN WITHIN 6" OF GRADE 6" OF GRADE PROVIDE SPEED LEVELERS ON OUTLETS 11' OF 4" SCH 40 °VC, S_p 010 MIN. INV.=106.00 INV.=105.31 LEVEL STABLE BASE PROPOSED CONSISTING OF 6" SEPTIC TANK CRUSHED STONE g00 p MAG NAIL (SET) ELEV.=110.45' �R 13AC ' j wP� (ASSUMED) "$lam+" ABM -W o0 ; CAGE 1,� �\\ 1 110.01 x (FND) I �� + ( x FH 1 , N 1 i 115.59 l� J , w 1 \113.22 (\ 111.43 N/F x Z �, SUSAN E HORTON \ 69 BARNACLE ROAD G' `. -� MAP 134, PARCEL 21 �'' ; �J PROPOSED 110.51 "-- RISER x 1,500 GALLON o OF 2 ) PRECAST SEPTIC 9' i ; 0 TANK (H 10) 109_ PROPOSED 3-ouri_� \ '' _, TH3 DISTRIBUTION BOX (H20) 107. TW__ (3) PROPOSED 5001010 & GALLON PRECAST Oaf CONCRETE CHAMBERS 1�p'�p, (SEE DETAIL) APPROXIMATE LIMIT OF OVERDIG PROPOSED BOULD'O RETAINING W gg 38 --"4- (4-FOOT MAX HE IGI ) R NCHMAR -� CB/DH(FND) ELEV.=100.18' (ASSUMED) --x 101L93 1071.0 TW \\ 103.0 BW x 101.96 x 99.49 x 117.89 /6 78 CF DH \ ( ) 16.77 \ i I \ \� 1 C /\ 117.31 j J 14' OF 4" SCH 40 (LONGER RUN) PVC, S=0.010 MIN. -- -- -- ecI©Qt3ol3 INV.=105.14 ® ® ® 2' DEPTH OF 1!" DOUBLE ® [1 ® 8 8 � ED `" " ---WASHED STONE LEVEL STABLE BASE INV.=105.00 - 5 m 8 ® r-1 c3_ ELEV.=103.00 CONSISTING OF 6" CRUSHED STONE 4' 4.83' X 8.5' LEACHING CHAMBER 4' PROPOSED 3-OUTLET (SEE SITE PLAN FOR ORIENTATION) 5' MINIMUM SEPARATION TO DISTRIBUTION BOX (H20) (3)-500 GALLON H-10 LEACHING CHAMBERS SEASONAL HIGH GROUNDWATER PROPOSED PROPOSED DISTRIBUTION BOX SOIL ABSORPTION SYSTEM = NO WATER WAS OBSERVED DURING THE TEST HOLE EXCAVATIONS. BOTTOM OF DEEPEST HOLE ELEV=92.83 , TP-> TP-2 0" TTT1 f 105.0 0" vm1►j 56" 88" 146" .X N/F Z PATIENCE SMITH-CABRERA & VLADIMIR CABRERA 79 BARNACLE ROAD w MAP 135, PARCEL 9 I N G D W wER�- SSp�,EOi ' XIS 1 pNpP�\ON \ E P OF FO 8 EL - BppR00M \ \ �0 MEND S� \NG 2� %/ ,117.25' \ 0 BP`'E EMUS /` x o 01 ENG\ Os�p \\`�� EXISTING jW00 GAL \ \, PORCNpN) §kPTIC TANK', 1 \ 109 85 I "" 105.57 ' 107.0 BW 1C14.88( PROPOSED 40 MIL IMPERVIOUS HDPE x 105.21 BARRIER ELEV. 105.0 TO 101.0 PROPOSED CONSTRUCTION SILTATION BARRIER N/F NEIL M PILIAVIN 99 EILEEN STREET MAP 135, PARCEL 4 `p\ER FN (TO `�]IE REMOVED) `\ CK 114.08 -( \ x 120.41 113 774 S 115.39 . 111.7 Xa_ \ 2 R�; \ 1 CB/DH Y� _ � EXISSTING LEACH PIT (FND) \' TO BE REMOVED) x 1 10.55 \ 10. \+ X 1108 x 114.22 A' 1 5! 1 FILL D 0 MY F. SAND 1OYR 4/6 C FINE SAND 2.5Y 5/6 FILL 100.3 56" 97.7 88" LOAMY F. SAND 1OYR 4/6 FINE SAND 2.5Y 5/6 RISER ON CHAMBERS TO BE BROUGHT TO WITHIN 6" OF GRADE -h ✓, E-,!.: ELEV.=109.00 MAX _..___.____-•__._ ______.._�... ELEV.=106.75 MIN 9" MIN. COVER 2" OF j" PEASTONE OR 36" MAX. COVZEV.=106.00 8 OZ. NON WOVEN GEOTEXTILE 106.5 0" 101.8 58" 09.2 I 192.83 146" 194.33 123" MOTTLING: NONE MOTTLING: NONE WEEPING: NONE WEEPING: NONE SOIL PROFILES DATE: 5; 8/24 BY: RICK JUDD, SE, RS PERFORMED WITNESSED BY: BARRY LEWIS NOT TO SCALE BEDROOM LIVING rLIVING BEDROOM (BATH I KITCHEN I BATH SUN;OOM EXISTING FLOOR PLANS NOT TO SCALE ,1H Of MA � �y�H OF cy61 � PAUL 0 A J. ; (Z \ o, N .0S TS N U N 5 9 � v 00Fss\o.+ �F IONA_��G ��'�0SUR` -A GARAGE TP-3 7FILL 108.0 0" 48" 103.2 FINE/MED SAND 2.5Y 7/3 rm 110.0 FILL 106.0 FINE/MED SAND 2.5Y 7/3 PERC O 62" 97.75 123" 99.75 MOTTLING: NONE MOTTLING: NONE WEEPING: NONE WEEPING: NONE PERC RATE:<2 MIN./IN. / SE-NCKE1 RO 6P �PRtJPc� SITE LOCUS Yarmouth Health SCALE 1"=1000 Rn' G PROPERTY LINE EXISTING CONTOUR 104 PROPOSED CONTOUR ,E�- EXISTING FENCE -x EXISTING OVERHEAD UTILITIES W EXISTING WATER LINE TH-1 LOCATION OF TEST PIT/PERC TEST 99.76 X EXISTING SPOT ELEVATION QFH EXISTING FIRE HYDRANT UP o- EXISTING UTILITY POLE BH BULKHEAD 101.50� PROPSED SPOT GRADE SITE INFORMATION ADDRESS: 73 BA+RNACLE ROAD, YARMOUTHPORT 135 10 DEEEE ERENCE: 35609/245 DESIGN CALCULATIONS DESIGN FLOW 110 GALLONS/DAY/BEDROOM X 4 BEDROOMS = 440 GALLONS/DAY TANK CAPACITY \. 200% DAILY FLOW = 880 GALLONS, USE 1,500 GALLON TANK REQUIRED LEACHING CAPACITf DESIGN PERC RATE = < 5 MIN/INCH 440 GPD / 0.74 GPD PER SQ. FT. = 594.59 SO. FT. PROVIDED LEACHING CAPACITf BOTTOM AREA = 33.5' X 1233' =429.81 SQ. FT. SIDE AREA = 92.66' X 2.00'=185.32 SQ. FT. =615.13 SO, FT, GALLONS PER DAY PROVIDED_ =455.19 GENERAL NOTES: 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD HAZARD ZONE AS SHOWN ON PANEL NO. 25001CO579J, EFFECTIVE DATE JULY 16, 2014. 2. THE SITE IS NOT LOCATED WITHIN A ZONE II AREA. 3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100-FEET OF THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM. 4. VERTICAL DATUM IS ASSUMED 5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS. 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC CEMENT. 7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION OCCURRING. 8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD. 9. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS 10. WHERE APPLICABLE, UPJSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO THE APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CMR 15.00 REGULATIONS. 11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER 12. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS IN MAY 2024 4 CRESTVIEW DRIVE A M EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 SITE DESIGN, LLC Residential Site Design and Permitting 73 BARNACLE ROAD YARMOUTHPORT, MA 32675 JUNIPER POINT LLC 126 LAURIES LANE MARSTONS MILLS, MA 02648 SUBSURFACE SEWAGE DISPOSAL SITE PLAN AND PROFILE Spy aa>E OMWNG NO. 1 "=20 5/16/2024 1 OF _1-