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HomeMy WebLinkAbout202 Pleasant St Site Plan4 LEGEND SOIL TEST PIT DATA 500 GALLON CONCRETE LEACHING CHAMBER aQ NOT TO SCALE ONSITE SOIL EVALUATION NOT TO SCALE �/� 1` �� MATERIALS UITABLE TEST PIT TP -1 TEST PR TP -2 a PERFORATED PVC 20" ACCESS COVER HYDRANT O `. (TO BE REMOVED) CRO. EL 12.1 GRD. EL 12.0 DATE NOVEMBER 10, 2015 W/SCREW CAP TO EXTEND DOWN TO WITHIN 3 INCHES SHGW EL 1.5 SHGW EL.. 1.5 TEST BY. BSC GROUP, INC. TO NATURAL SUBGRADE OF FINISH GRADE RAN/ ` \ WITNESSED BY: AMY VON HONE BOH WITH H-20 METAL COVER „� r LOAM AND SEED ♦` \ _ ESTIMATED SEASONAL HIGH GROUNDWATER ` EL 11.4 pZ� CONCRETE � 1 cam/�'F N3 ` _ OBSERVED FOUND &BOUND G4F R`'E• GROUNDWATER / HELD 203• PERCOLATION EL 10.3 TEST RANGE \ EL 9.6 c� � O fir?ski. •6 �� CONCRLTR-1 ELOAMYSAND C-1 COARSE SAND 10YR 5/8 10% GRAVEL C-2 FINE MED. SAND 2.5Y 6/6 9" EL. 10.5 21" EL 9.5 30' EL 8.5 od 48" 127' S• %i0 BOUND 0.6 138 El.. A LOAMY SAND 10YR 2/2 B LOAMY SAND 10YR 5/6 C-1' COARSE SAND 10YR 5/8 10% GRAVEL C-2 FINE MED. SAND 2.5Y 6/6 fc-w wv.vc ALL DISTURBED AREAS LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS, SE PERCOLATION RATE: < 2 MINS./INCH 5" DIA. KNOCKOUT (TYP.) 777777 SOIL CLASS: CLASS 1 1-1/2" TAPER 18" LT.A.R.: 0.74 GPD/S.F. CONIC.I RISER 2" LAYER OF 1/8" TO OO OD mom OO CI 1 0 O p � � STONE ABBE WASHED STONE ABOVE CROWN OCA DCS BOO C�C� 36' OF PIPE HIGH GROUNDWATER COMPUTATION OO OO OHO DC= CEFFECnvE EZI O O O 3/a" To 1-1/2'30" BASED ON TP 2 pp p0 OC�O M� CDEPTH C� C� O 0 DOUBLE WASHED STONE TO CROWN MHW OBSERVED 1.5' �0 �� ��� oo COF PIPE 4'-10" 42" 12'-10" FRONT VIEW SIDE VIEW BENCHMARK N07Fc- 126" 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. jy 1�. TOP OF CONCRETE BOUND AT SOUTHWEST 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, GENERAL (VOTES \ /\ CORNER OF LOT AT TOP OF BANK MANUFACTURED BY SHOREY OR APPROVED EQUAL. `•L FOUND & 0.0 144" EL = 9.84 (NAVD-1988) 3. GEOTEXnIF FABRIC MAY BE USED IN UEU OF DOUBLE WASHED STONE T ELL 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE OF 0, SEWAGE DISPOSAL FACILITIES AND ASSOCIATED SITE WORK. 5rO LOCUS INFORMATION 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 W CRAIG y ��i' FIELD� ! AND YARMOUTH BOARD OF HEALTH REGULATIONS No.38039S)70 CURRENT OWNER: JKM REALTY TRUST ioF 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE J TITLE REFERENCE: CTF 208901 r N/F T�� /35, PROPOSED LEACHING FACILITY. UND`� SANDRA TAUBERT \ PLAN REFERENCE: LCP 41437-A 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE #208 PLEASANT STREET ASSESSORS MAP 57 J MATERIALS. / L 207 G PARCEL 704 CONCRETE �\ r ASSESSORS MAP: 43 �- CERTIFICATE 155906 \ J PARCEL 23 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF LC.P. 47437-A BOUND EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND FOUND & � a \ � � ZONING DISTRICT: RS -40 HELD a' DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SCHEDULE OF ELEVATIONS OVERLAY DISTRICT: NONE CURVE o c N/F SHALL NOT BE USED. FILL. SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 WILLIAM & MARY LOU JACKSON #4 SIEVE SHALL BE PERFORMED ON A NON TANGENTAL � SETBACKS: FRONT 30� INCHES. A SIEVE ANALYSIS USING A jY #4 JESSiE'S LANE \/ ASSESSORS MAP 51 SIDE 20 REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE TOP OF DWELLING FOUNDATION 14.00 A-1 PARCEL 102.1 REAR 20' #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT 'THE MATERIAL MEETS EACH OF 4" INVERT AT DWELLING 10.97 B-1 CV o \ DEED BOQK 28474, PAGE 184 THE FOLLOWING SPECIFICATIONS. TOP OF GARAGE SLAB 12.40 A-2 c o ��\ �2 MINIMUM LOT SIZE: 40,000 S.F. 4" INVERT AT GARAGE 10.77 B-2 U ,� �' X 11.7 EX. TOTAL LOT AREA: 26,440± S.F. 100% MUST PASS #4 SIEVE 4- INVERT AT HSE/GAR SEPTIC TANK (IN) 10.57 C J CONCRETE \ \ RROPOSED NITROGEN SENSITIVE 10% MUST PASS #50 SIEVE 0.32 D-1, D-2 PERVIOUS 4" INVERT AT HSE/GAR SEPTIC TANK (OUT) 1 0-20% MUST PASS #100 SIEVE BOUND \ � DR AY GARAGE SLEEVE WATER UNE ZONE: NOTA ZONE II 4" INVERT AT GAZEBO 10.06 A-3 FOUND & o UNDER -5% MUST PASS 1200 SIEVE CONSTRUCTION - .WITHIN 10' OF S.A.S.SS 4" INVERT AT GAZEBO SEPTIC TANK (IN) 9.86 B-3 HEIR \ � � FEMA FLOOD 4- INVERT AT GAZEBO SEPTIC TANK OUT (OUT) 9.61 0-3 \ PROPOSED RESERVE ZONE DISTRICT: ZONE X AND ZONE AE -11 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE THE ENGINEER 4" INVERT AT DIST. BOX (IN) 9.21 E °Y LEACHING AREA DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 4" INVERT AT DIST. BOX (OUT) 9.04 F \ o 4' SHOWN. CONTACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS °�_ �� o \ PROPOSED 7 -BEDROOM OF UTILITIES AND STRUCTURES. WITHIN THE OMIT OF WORK, PRIOR TO THE START OF ELEVATIONS AT LEACHING FACILITY: N/F o o LEACHING AREA CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES a�s Lj� s o BROOKE SECKEL � .. \ � ` � REQUIRED, THE CONTACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 0 #202 PLEASANT STREET 4" INV. AT LEACHING CHAMBERS 8.60 G (BRKOUT 9.43) �� � ASSESSORS MAP 43 PROPOSED RESERVE 7. THE CONTACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE BOTTOM OF LEACHING CHAMBERS 6.60 H PARCEL 23 370, 7 1f v �, k ti^• LEACHING AREA PROPOSED CONSTPUCnON ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UnUT7' CERTIFICATE 160820 ESTIMATED SEASONAL HIGH GROUNDWATER 1.50 J L.C.P. 41437-A PRO SED GARAGE , , 0 COMPANIES. AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. (2 BED PROPOSED 1,500 G H-20 SEPTIC TANK DWELLING B. CONTACTOR 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 000 ONSTRUCTION 20< F CONSTRUCTION. \ 558 O VENT/ �nyh O�~° .F / S�iO�\ Hf 9ea�A 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION TYPICAL SYSTEM PROFILE 0 3g3 OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR NOT TO SCALE 4" SCH. 40 PVC \ �� 126,y3. s"•� rttl 15.240(4). O ty ry0 (D-1) L=75 FT. S=0.015 \ �0. AT LEAST ONE SEPTIC CHAMBER COVER AND D -BOX COVER TO BE AT FINISHED GRADE. (D-2) L=71 FT. S=0.016 OR POSED' "�`j •'V'.••�"•.^ / TOP FOUNDATION (D-3) L=40 FT. S=0.010 1,500 GALLNli-SEPTIC �4K THOMAS COLEMAN, TRUSTEE S :�'�� o / ` o 4" SCH. 40 PVC OUTLET PIPES SHALL ` 5 / PLEASANT STREET REALTY TRUST / PROPOSED 500 GALLON EL=13f (B-1) L=16 FL 5=0.025 BE LAID LEVEL FOR INSTALL VENT AND CAP # / o �p DRYWELL WITH 4' OF FIRST 2 FEET UNTIL FUTURE DRIVEWAY 214 PLEASANT STREET �_. (B-2) L=10 FT. S=0.02 FINISH GRADE CONSTRUCTION IS COMPLETE ASSESSORS MAP 51 CONCRETE \ ," y� / �r \ STONE ALL AROUND B-3 L=10 FT. S= 0.02 EL 11.0-1'.5f PARCEL 105 BOUND �. • ti ,t ` ( ) V SCH. 40 PVC CERTIFICATE 200028 FOUND & )- S� is 1� \ Jct/ �. L.C.P. 41437-A HELD ° OQy PROPOSED PROPOSED VENT T 5 -BEDROOM DWELLING LEACHING CHAMBER PUMP, CRUSH AND REMOVE O _ o �QC� TOP OF S.F. FOOTPRINT o � TOP OF FOUNDATION EL=14.0 0000coALL EXISTING SEPTIC �/� BASEMENT SLAB EL -5.0 E ,r -= I=B0000000COMPONENT'S- IN ACCORDANCE I=D 000 I -E I=F o 0 0 0 0 0 o a o o WITH TITLE 5 (TYP.) . I=C 7=G H Q.o� = 9 OUTLET OUTSIDE OPEN 3241 S.F. ppqq� p 1f . PRO SEPTIC TANK D -BOX 5.1' SEPARATION ENTERTAINMENT (PAVILION Sar s COVERED 1�6R � � � � �?Oy� ,�O J INTERIOR FLOOR PLANS FINISHED FLOOR EL=12.0 �sy?o \ \ a NOTES: UNDER SEPARATE COVER F v ESL HIGH GROUNDWATER 1. MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN OJP THE TENCH OVER ALL PVC PIPING. PROPOSED 1,500 GAL 'glop, i yyvo 2. ALL COMPONENTS SHALL BE H-20 RATED. H-20 SEPTIC TANK #202 / EXISTING CONCRETE ON SEPTIC TANK H-20 _ FpEOp NG 4 x < BOUND 1.500 GALL ( i DISTRIBUTION BOX DETAIL (H 201 g3 / FOUNT R\� NOT TO SCALE --� r OryIAWIN G NE NOT TO SCALE DESIGN CALCULATIONS NOTES: RAISE AT LEAST ONE EXSTING COVER DESIGN FLOW 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE TO WITHIN 6" OF FINISHED GRADE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 THE RISER SHALL BE H-20 7 BEDROOMS 0 110 GPD/BEDROOM = 770 GPD �` �DECKG r � � DECK j � � �Q4y c LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION CONCRETE(5 BEDROOMS IN DWELLING & 2 BEDROOMS IN GARAGE) P i (9) 5" DIA. KNOCKOUTS / `0 SHALL BE WATERTIGHT. CONC. COVER TYP REQUIRED SEPTIC TANKS / / �� ;/ / 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED 6 g" WITHIN 1Y OF TANK WALL AND ACCESSIBLE FROM TANK REMOVABLE \ 5" 550 GPD X 200% 1,1D0 GALLONS (DWELLING) ^ / COVER. 3' COVER � USE 1,500 GALLON SEPTIC TANK \\ 0 SILT C 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. / � / , • < _ l, SILT FENCE r / 220 GPD X 200% = 440 GALLONS GARAGE 6" 6" O.. USE 1,500 GALLON SEPTIC TANK S _ /�P / ! GAZEBO REQUIRES ADDITIONAL 1,500 GALLON TANK p OO O 30' I I I I P FLOOR DECK S/ �E' } \ ��`� / / / I SIZE OF REQUIRED LEACHING FACILITY /(STING a 8" 40.0' X 8.0' / 0 10" 18" DIA COVER PROPOSED DECK >> LAWN \� -I 3' DESIGN PERC. RATE- <2 MIN/INCH 40.0' WIDE �Op, \ y� - I 4'-1" MIN. a" LONG TERM APPL RATE: 0.74 GPD/SF EL=14.5 BOTTOM ON LEVEL 770 GPD + 0.74 GPD/SF = 1,040 SF y LIQUID _ 4'-9" LOCATE DEPTH STABLE BASE 6' MINIMUM / X - 'O O - INLET TEE ZABEL 3/4" TO 1-1/2" �- 30" -", SIZE OF LEACHING FACILITY PROVIDED BENCHMARK: 6'-2" / ' UNDER COVER FILTER 6. SECTION VIEW CRUSHED STONE TOP OF CONCRETE 6" PLAN VIE / / W CONFIGURATION GWITH"4' STON ON FENDS AND 4' ORS SIDES BOUND. ELEV. 9.84 / NAW -1988. f - _j NOTES: BOTTOM AREA: 48.0' X 16.5' = 792 S.F. b / / -3.1 B \ 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. SIDEWALL AREA: 2 X (2 X (48' + 16.5')) = 258 S.F. 1 M LW f7 6" MINIMUM 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL EFFECTIVE LEACHING AREA = 1,050 S.F. �` 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. / PLAN V1 3/4 TO 1-1/2" 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 1050 S.F. X 0.74 GPD/S.F. - 777 GPD (INSTALLED CAPACITY) 1 r ry CRUSHED STONE CROSS-SECTION VIEW 5. H-20 COVER SHALL BE RAISED TO FINISHED GRADE. 777 GPD > 770 GPD (7 GPD RESERVE CAPACITY PROVIDED) 28 OLD MAIN STRUT 2y LOCUS `'A �Q• Pp Q 90 CIO LOCUS MAP m� NOT TO SCALE OF M4S. oa���tN GN �BRIAN G. YERGATIAN CIVIL No. 6206 Q Q, 9�FFFG157EP G�e1t`� �S10N AL EN BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM UPGRADE 202 PLEASANT STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNM 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 Yarmouth Health Department APP VED game Date PREPAREDFOR: JIM SULLIVAN, JKM REALTY TRUST 94 LIBERTY STREET QUINCY, MA 02169 jsullivan®pvsullivan.com BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fm FILE: P.\4997200\Gvil\-Drowings\4997200-SP-bgy.dwg DWG. NO: 6324-02 SHEET 1 OF 1 JOB. NO: 4-9972.00