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HomeMy WebLinkAbout202 Pleasant Site Plan° LEGEND SOIL TEST PIT DATA 500 GALLON CONCRETE LEACHING CHAMBER (H-20) �Q NOT TO SCALE ONSITE SOIL EVALUATION NOT To SCALE h UNSUITABLE TEST PIT - TP -1 TEST PR TP -2_ 4" PERFORATED PVC 20" ACCESS COVER w MATERIALS TO WITHIN 3 INCHES HYDRANT O ^ry (TO BE REMOVED) GRD. EL 12.1 GRD. EL 12.0 DATE: NOVEMBER 10, 2°15 W/SCREW CAP TO EXTEND DOWN OF FINISH GRADE Ql p2 c� SHGW EL 1.5 SHGW EL 1.5 TEST BY: BSC GROUP, INC. WITH HTO A20 METAL COVER LOAM AND SEED ®� WITNESSED BY: AMY VON HONE, BOH AL SUBGRADE 12-36' COVER ALL DISTURBED AREAS - ESTIMATED SEASONAL HIGH �J Ii GROUNDWATER CONCRETE cam/0'F N� v_ OBSERVED EL 11.BOUND4 FOUND & GtiF s�` GROUNDWATER HELD \\ \ Q 1 0 ?°a• PExcoLAnoN EL TEST RANGE 10.3 EL 9.6 o� sy 4 uv�s• ass o� • V CONCREM 0 6 A LOAMY SAND 10YR 2/2 B LOAMY SAND 10YR 5/6 C-1 COARSE SAND 10YR 5/8 1OX GRAVEL C-2 FINE MED. SAND 2.51 6/6 LICENSED SOIL EVALUATOR: KIERAN J. HEALY. PLS, SE A5" DIA. KNOCKOUT (TYP.) LOAMY SAND PERCOLATION RATE: < 2 MINS./INCH 10YR 2/2 SOIL CLASS: CLASS 1 1-1/2' TAPER I I CONIC. 9" EL 10.5 1 " LTI 0.74 GPD/S.F. RISER FEM-1 'I LAYER OF LE1/8' ETO DB ®O1/2" DOUBLE WASHEDLOAMY SAND C ®m OO CID t E3 STONEABOVECROWN 10YR 5/6 000 00 CIO 36" O O O O OF PIPE HIGH GROUNDWATER COMPUTATION24 O O O O21" EL s.5 C-1BASED ON TP 2 DOD OO CIO ' E DEPTH 3/4' TO 1-t/2'p�TM 0 0 0 0 o DoueLE WASHED STONETO CROWN COARSE SAND MHW OBSERVED 1.5' OOO OO CIO �� OF PIPE 10YR 5/8 41 10% GRAVEL 30' EL. 8.5 4 " �--- 8'-6" C-2 FINE MED. SAND 25Y 6/6 FRONT VIEW SIDE VIEW �• BENCHMARK NOTES 127" = t I6" 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. TOP OF ��.0 BOUND = 138' = 138" CORNER OFLOTCONCRETE OPNOF BANKD AT MAN FACTOREEST 2. D BY COREY OR APPROVED EQUALSHALL BE 500 GALLON LEACHING DRYWEU GENERAL NOT ES . \ ���i UENDD & EL 0.0 1%44" EL 9.84 (NAND -1988) 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE !i 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITIES AND ASSOCIATED SITE WORK. LOCUS INFORMATION- 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. CFIELO 039 RAIG A.`�60, SSSS) CURRENT OWNER: JKM REALTY TRUST No 36� �� F 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE rN/F (�� l / �68ds, \ TITLE REFERENCE: CTF 208901 PROPOSED LEACHING FACILITY. SANDRA TAUBERT \ �? PLAN REFERENCE: LCP 41437 A ` #208 PLEASANT STREET 9� ` 4. IF N DIG IS SPECIFIED, REMOVE ALL TOPSOIL. SUBSOIL AND OTHER UNSUITABLE ASSESSORS MAP 51 i \ ASSESSORS MAP: 43 1 p l F PARCEL 1 PARCEL' 23 / 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF \ \ \ CERTIFICATE 15555306 CONCRETE LC.P. 47437-A BOUND EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND FOUND & P4 ZONING DISTRICT: RS -40 DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL HELD a� w � �N / \ , N/F OVERLAY DISTRICT: NONE SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 CURVE c ° \\ WILLIAM & MARY LOU1JACKSON SETBACKS: FRONT 30' INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A NON TANGENTIAL \ yy / #4 JESSIE'S LANE SIDE 20' REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE ASSESSORS MAP 51 REAR 20' #4 SIEVE. SUCH ANALYSES MU5T DEMONSTRATE THAT THE MATERIAL MEETS EACH OF TOP OF DWELLING FOUNDATION 14,44. A-1 PARCEL 102.1 e INVERT AT DWELLING 10.97 B -1N DEED 80QK 28474, PAGE 184 THE FOLLOWING SPECIFICATIONS: 0 1 TOP OF GARAGE SLAB 12.44. A-2 411 � 0��2` + MINIMUM LOT SIZE: 40,000 S.F. 4' INVERT AT GARAGE To.77 B -2a 100% MUST PASS #4 SIEVE x t t.7 \ EX. TOTAL LOT AREA: 26,4401 S.F. 4" INVERT AT HSE/GAR SEPTIC TANK (IN) 10.57 C � \ RROPOSED 10% MUST PASS X50 SIEVE 4' INVERT AT HSE/GAR SEPTIC TANK (OUT) 10_32 D-1, D-2 CONCRETE \ \ PERVIOUS NITROGEN SENSITIVE 0-20% MUST PASS #100 SIEVE BOUND \ DRIVEr GARAGE SLEEVE WATER LINE ZONE: NOT A ZONE 11 01 MUST PASS #200 SIEVE e INVERT AT GAZEBO 14,45. A-3 FOUD & c UNDER WITHIN 10' OF SAS. 4" INVERT AT GAZEBO SEPTIC TANK (IN) 9.86 B-3 HELD \ CONSTRUCTION FEMA FLOOD 4" INVERT AT GAZEBO SEPTIC TANK OUT (OUT) 9_61 D-3 \ ti� PROPOSEDA�RESERVE ZONE DISTRICT: ZONE X AND ZONE AE -11 6. EXISTING T GUARS WHERE SHOWN ON THE PLANS ARE APPROXIMATE THE ENGINEER 4" INVERT AT DIST. BOX (IN) 9.21 E DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE K SHOWN. CONTRACWR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS 4" INVERT AT DIST. BOX (OUT) 9.04 F e� \ \o o PROPOSED 7 -BEDROOM OF UTILITIES AND STRUCTURES, "THIN THE LIMIT OF WORK, PRIOR TO THE START OF � er N/F o o LEACHING AREA CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES ELEVATIONS AT LEACHING FACILITY: p Oy h✓ y \ ty s o BROOKE SECKEL REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ��' O° #202 PLEASANT STREET „ xj s 4" INV. AT LEACHING CHAMBERS 8.60 G (BRKOUT 9.43) ASSESSORS MAP 43 -y PROPOSED RESERVE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PARCEL 23 `t7°, ? �.' LEACHING AREA azF BOTTOM OF LEACHING CHAMBERS 6.60 H � CERTIFICATE 160820 �;��w s PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY ESTIMATE) SEASONAL HIGH GROUNDWATER CERTIFICATE TE 1608 COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS \" 3 E"1u. a`s .` IN SERVICE. V� , i �°7' ^ � � PROPOSED 1.500 24 9 �o H-20 SEPTIC TANK DWELLING 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, UNDER SECTION 40 AT (888) 344-7233, A MINIMUM OF 72 HOURS PRIOR TO THE START OF M k'-"� x r'','• / f": AlONSTRUCTION ' lOp� ZO CONSTRUCTION. y \ \ a ° VENT / aq` O ,� / ,70\ F � ` 9. THIS TION OR US£ OOFF' A GARBAGE GRINDER IS NOT DESIGNED FOR THE HTHIS PROPERTY ISBNOT ALLOWED PER 3AGE GRINDER. A10 CMR TYPICAL SYSTEM PROFILE yj� \ X6.4$3 , •`I Y::.c�!w ., o `is3, �) \1YBg3. s �` 75.240(4). NOT TO SCALE 4' SCH. 40 PVC O c„s � �`• ryo (D-1) LI FT. S=0.015 \ - y (D-2) L-71 FT. S=0.016 PRQQPOSW / /�" 10. AT LEAST ONE SEPTIC CHAMBER COVE AND D -BOX COVER TO BE AT FINISHED GRADE EL=A 1,500 GALL041-20 N/F S . o / o TOP FOUNDATION (D-3) L=40 FT. S=0.010 SEPTIC TANK THOMAS COLEMA TRUSTEE e 0 5 � PROPOSED 500 GALLON 4" SCH. 40 PVC OUTLET PIPES SHALL PLEASANT STREET REALTY TRUST \ / (B-1) 1=16 FT 5=0.025 BE LAID LEVEL FOR INSTALL VENT AND CAP #214 PLEASANT STREET / ` o p DRYWELL WITH 4' OF EL -137 FIRST 2 FEET UNTIL FUTURE DRIVEWAY ASSESSORS MAP 51 CONCRETE STONE ALL AROUND (B-2) L=10 FT. S=0.02 FINISH GRADE CONSTRUCTION IS COMPLETE PARCEL 105 BOUND\� ��• � ��.�,i:_ � \ 7 (8-3) L-10 FL S= 0.02 4" SCH. 40 PVC EL 11.0-11. CERTIFICATE 200028 FOUND & n L.C.P. 41437-A HELD ? QY PROPOSED 5 -BEDROOM DWELLNG PROPOSED VENT t �o'Q 40 (1,680± S.F. FOOTPRINT LEACHING CHAMBER PUMP, CRUSH AND REMOVE o �� TOP OF FOUNDATION EL -14.0 o c o 0 0 0 0 c o TP•) ALL EXISTING SEPTIC E �j BASEMENT SLAB EL -5.0 COMPONENTS IN ACCORDANCE B 1=p 000C3C=r o c WITH TITLE 5 (To \ �. 00 I -C 9 OUTLET H OUTSIDE OPEN 324± S.F. ` PRO� _ D-BOXENTERTAINMENT AREA WITH y3 s COVERED POR ?pN� • OJ�Yy ASO SEPTIC TANK 5.1' SEPARATION BATHROOM (PAVILION) A• / \ E Qi J FINISHED FLoR EL -12.0 FLOOR PLANS F L .,evf NOTES. FST. HIGH GROUNDWATER UNDER SEPARATE COVER P201 1. MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN PROPOSED 1,500 GAL THE TRENCH OVER ALL PVC PIPING. H-20 SEPTIC TANK 2. ALL COMPONENTS SHALL BE H-20 RATED.#202 EXVSTING X CONCRETE DWELLING r �, BOUND r F FLOOR 4 FOUND & \ s� / 00 GALLON SEPTIC TA -K H-20 DISTRIBUTION BOX DETAIL (H 201 a . / F°R . � 1 5 (-- DESIGN CALCULATIONS ' `l �`�°•°" ExiSTING NE / NOT TO SCALE LAWN /. NOT TO SCALE .,aid si r'4 NOTES: DESIGN FLOW \ / t. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE RAISE AT LEAST ONE EXISTING COVER /EXISTING V \ 5� 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 TO WITHIN 6" OF FINISHED GRADE. 7 BEDROOMS O 110 GPD/BEDROOM - 770 GPD \ ry• / DECK } �� THE RISER SHALL BE H-20 (5 BEDROOMS IN DWELLING & 2 BEDROOMS IN GARAGE) LOADING. CONCRETE 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION (9) 5' DIA KNOCKOUTS / c �� + J 3' SHALL BE WATERTIGHT. CONIC COVER TTP. REQUIRED SEPTIC TANKS / / 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED 6" MAX. _ 8" ^ Z gv`/ WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK 3• OVERREMOVALL `5 USE 500 GALLON GPD X 200% 8E"ITC TANK lJOD ONS (DWELLING) / \\ / ^ O RROPOS® COVER. -+- 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. • : a r / SILT FENCE 220 GPD X 2008 a 440 GALLONS GARAGE S ' x� 6• 6" O I I USE 1.500 GALLON SEPTIC TANK 11'-0" '• '! ••: GAZEBO REQUIRES ADDITIONAL 1.500 GALLON TANK PROPOSED 2nd A\ / J`��v` X0.9 30 FLOOR DECK O O O 8" ( I I SAE OF REQUIRED LEACHING FACILITY 40.0' X 8.0' / LAWN ISTnI G / 0J / 10'-0' t0' _ 18' DIA COVER PROPOSED DECK 7�O N-1, DEIGN PERC. RATE- <2 MIN/INCH 40.0' WIDE' O°. >y 3" < `• 4. L_ LONG TERM APPL RATE: 0.74 CPD/SF EL=14.5 / 4'-1" MIN. BOTTOM ON LEVEL fL 770 GPD + 0.74 GPD/SF = 1,040 SF - LIQUID 6'-O STABLE BASE L 6' MINIMUM / / X 4•.9. LOCATE DEPTH + 30" SIZE OF LEACHING FACILITY PROVIDED _ INLET TEE ZABEL 3/4 TO 1-1/2 BENCHMARK: 6'-2' IO TOP O _ UNDER COVER FILTER 6. s�CTON VIEW CRUSHED STONE Q1 AN VL BOLI D. OF CELEV. 9.84 USE (6) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH / I6` CONFIGURATION WITH 4' STONE ON ENDS AND 4' ON SIDES NAVD 1988, / _� /�jB - ' . ' : •:' NOTES: BOTTOM AREA 48.0' X 16.5' 792 S.F. / x IA WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. SIDEWALL �A- 2 X (2 X (48' + 16.57) = 258 S.F. � 1 M LW 1: PROVIDE INLET TEE OR BAFFLE EFFECTIVE LEACHING AREA - 1.050 S.F. / 2. FIRST Two FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL G, 6" MINIMUM 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 1050 S.F. X 0.74 GPD/S.F. - 777 GPD (INSTALLED CAPACITY) Il, v / EW 3/4' TO 1-1/2" 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PLAN VI CRUSHED STONE CROSS-SECTION VIEW 5. H-20 COVER SHALL BE RAISED TO FINISHED GRADE 777 GPD > i77O GPD (7 GPD RESERVE CAPACITY PROVIDED) 28 C-7 OLD µAIN _�. LOCUS 90 III 41 LOCUS MAP m NOT TO SCALE OFS @� yG BRIAN G. u YERGATIAN CIVIL .0 9 No.46206� �q FGIST69 \�SSIONALENG `6 Ib tta BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM UPGRADE 202 PLEASANT STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN DECEMBER 1, 2015 NO. DATE DESC. 1 1-25-16 REV. LEACHING AREA 2 5-20-16 RELOCATE GARAGE & S.A.S. 3 8-16-16 REVISED DRIVEWAY PREPARED FOR: JIM SULLIVAN, JKM REALTY TRUST 94 LIBERTY STREET QUINCY, MA 02169 jsullivan®pvsullivan.com 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEr FILE: P.\4997200\C'iviADro*W\4997200-SP-bgy.dwg DWG. NO: 6324-02 SHEET 1 OF 1 JOB. NO: 4-9972.00