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HomeMy WebLinkAboutBHDC-24-168X 99.T EXIST. SPOT LLEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 TEST HOLE *,/- _2 SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING FA 3 0 0 SYSTEM PROFILE MARKED WITH �NET�APE O BE (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2'� H-20 CAST IRON COVERS TO GRADE BED IN CONCRETE UP TO BINDER COAT PAVEMENT 2' CAST IRON COVERS TO GRADE 2" PEASTONE OR GEOTEX71LE F BED IN CONCRETE UP TO BINDER COAT PAVEMENT 55A.' FILTER FABRIC OVER STONE 64.0' MINIMUM .75' OF COVER OVER PRECAST64.0' 2X SLOPE REOUIRED OVER SYSTEM 64.0 Vi W W PRECAST H-20 , WATERTEST D'BOX BLOCKS OR � �'� FOR LEVELNESS PRECAST RISERS ' 4"0SCH40 PVC H-20 63.0 2� MIN. 2" WALL PIPES LEVEL 1ST 2' 4. MORTAR NiS INVERT IN 60.0. THICKNESS 4. + ENDS ( SIDES 61.0' 10" 1000 GAL H-20 14• r•vaa�; 10" EXISTING 14• °°°°�°°° ` TEE SEPTIC TANK*' TEE 1 "9t's 60.7 TEE SEPTIC TANK TEE ®��® o� I 0 0 nl 0 0 0 6" MIN. SUMP >°o°o°°°o o 0 0 o G �- GAS BAFFLE .., °,°o°°o°°o°o°O°o°o° >°°o°°o°o°O°o o°°o°°o°°o°a °°oo°�°� 1 INT. DIM. ° ° ° o �ryc� °°°°°°°©d GAS BAFFLE °° ®BEnEIL5 00000000d 4' LID. LEVEL ACME OR EQUAL) 60. ' °o°o°o°o o°o°o°o°c ' ( Q ).. 3 °°°° 58.0 o�o�����������o�o�o oo�g°o010,0,'g�g00000 3/4"-'-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [2]) o ( 2_5 % SLOPE MIN.) ( 1 % SLOPE) ( 2 X SLOPE) ,0 EXISTING H-20 LEACHING FOUNDATION- EXIST. SEPTIC TANK 3' EPTIC TAN 10' D BOX 12' FACILITY **INSTALLER SHALL CONFIRM MINIMUM *THE INSTALLER SHALL VERI THE 50.0' BOTTOM TH-1 SEPTIC TANK SIZE AT 1000 GALLONS LOCATIONS OF ALL UTILITIES AND ALL NO GROUNDWATER FOUND AND ITS SUITABILITY FOR RE -USE. BUILDING SEWER OUTLETS AND REPLACE WITH 1500 GALLON DUAL ELEVATIONS PRIOR TO INSTALLING ANY COMPARTMENT SEPTIC TANK PORTION OF SEPTIC SYSTEM APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE LOT 7 144,987 S.F.± 3.33 ACRES± PB 589 PG 94 -67 -65- n -r ob. ---------66 f BENCHMARK:CENTER OF CATCH EXISTING PAVED BASIN EL 63.0' PARKING LOT 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY,D DOWN TO SUITABLEC SOIL LAYER AT 132"t APPRox.I A (LAYER(C5). REPLACE MATH CLEAN MED. CAUTION GAS! OM XD/ SAND, TO MEET SPECIFICATIONS OF 310 CMF3 ' R OW o / I f D 15.255(3) / SAWCUT g� SEE NOTE 14 N Asti] �' / CD f D PATCH / , PAVEMENT v AS RED. \c_ io T.O.F. EL 65.4 j EXISTING SYSTEM I ` -JTH1 ROP. VENT WITH CH I I ( FOR SUPERMARKET otic 4 i - - 0 FILTER AND BUGSCREEN �dc RETAILD 0 J r 29.® (FINAL PLACEMENT BY f CONTRACTOR WITH ST2 m HOMEOWNER CONSULTAI � ST1 j I T X� Op �/y EXISTING I �, I I SFr c BUILDING I r, I �/ RETL GT1 �LO ING DOCK ALK 6.000AISF I I F- 11 LJ I II N I LJ I I ° o I I I �. 1' r LJ EXISTING RETAIL I BUILDING 1873 SF L I I SUPERMARKET I I 8,000 SF EXIST. z ATM A J I A 0 f 0 `'s m C Q �\J a EXISTING PAVED PARKING LOT 0 o ° z��o a) ROUT 6A Xn c F m Q o VENT W/ CHARCOAL _qLTER c - C b �,r V _ C 2.5" BINDER & 1,5" TOP 4" TOTAL 12" PROCESSED GRAVEL NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-2Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. OWNER'S ENGINEER TO PERFORM INSPECTIONS OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE REQUIRED. 4. ISTING GAS LINE, RELOCATE LINE IF REQUIRED. 15. EXISTING 1000 GAL SEPTIC TANK TO REMAIN. a SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: RETAIL 6,000 SF X 50 GPD/1,000 SF = 00 GPD USE A 300 GPD DESIGN FLOW SEPTIC TANK 1: 39p, GPD (2) = 600 FI OMPARTMENT 300 GPD (1) = 0 SECOND CO T **RE -USE EXISTING 1000 GAL. K ADD 1000 GAL. SEPTIC TANK LEACHING: _ SIDES: 2 (25 + 12.83) 2 (.74) _ 112 GPD BOTTOM 25 x 12.83 .74) 7 GPD TOTAL: 472 S.F. 34�PPD USE (2) 500 GAL -2 LEACHING CHAMBERS (ACME OR EQUAL) WI 4' STONE ALL AROUND vp l hem w 1 � King's Way �a� � ���l� �S'Po d st( p� o Locus li�• Setucket ,Q000 � o / co cc �o a�Poch Mild _Pond ---- �` ---- LOCUS MAP SCALE 1 "=2000'± ASSESSORS MAP 143 PARCEL 86.1 SITE IS NOT WITHIN MASSDEP DESIGNATED NSA Yumo Department ED _ � L Na a Date TEST -HOLE_ LOGS EN61'NEER: CRAIG J. FERRARI, SE # WITNESS: BARRY LEWIS DATE: 8/22/2024 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS ® UN ABLE SOIL 4 ELEV. 1 0" 64' A LS 14" 1OYR 4/3 62.8' B LS 1OYR 7/8 30" 1111Z 61.5' M/CS `L 'k 90" 2.5Y 7/4 56.5' / C FSL 108" 2.5Y 6/3 55' C FS 1OYR 7/2 120" 54' C FSL 2.5Y 6/3 " 53' C5 M /CS 168" 2.5Y 7/4 , 50 NO GROUNDWATER ENCOUNTEF TITLE 5 SITE PLAN OF #918 ROUTE 6A YARMOUTHPORT, MA oF,cy PREPARED FOR �o DANIELA. G �� DANIEL o OJALA A. JAM PETERSON -4� 0 CIVIL N OJALA y o tio.46502 q No. 40980 STE�c°"ESSX°�� DATE: SEPTEMBER 4, 2024 �SS�ONAL ENG qN� SURVE�O ZN Of -t2'��`1N0f s�°ssq�y Scale:1 30' MggS DANIEL �N _ o? DANIELA. yGs A. o� OJALA X, OJALA CA 30 45 60 75 FEET CIVIL co q Nn.40980 ° No.46502 �o. o�T* CD ESS\ Q off 508-362-4541 G/ST'~R G��� q?SURVEfax 508-362-9880SEP 0 J S NAL F<J «K I S /O downcape.com © / `F `y NOWO cope f#7 fef/Mr. 10C. HEALTH D I civil engineers 1 _ land surveyors 939 Main Street ( Rte 6A) SURVEY: NHO DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DRAFTED BY: PTT CHECKED BY: AO 24-228 PETERSONS-WALGREENS.DWG