Loading...
HomeMy WebLinkAboutEngineer Plan 2020N 4 \-LOCUS LOCATION MAP LOT 35 (16,302 SF) ASSESSORS MAP: 39 PARCEL: 315 LAND COURT CASE 26266B N J KEY: EXISTING CONTOUR: - - - - PROPOSED CONTOUR: ------------- ° 1500 GAL EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: 5.5 Q TEST HOLE: + UTILITY POLE: -o- 0STONE MMANICALLY COMPACTED L gg• FENCE LINE: -. ELEV. TEE SIZES: � INLET: 6" UP,13" DOWN HYDRANT: OUTLET: 6" UP, 14" DOWN RETAINING WALL: I98 / i 19 BENCHMARK AT J SURVEYOR'S NAIL©VV ELEVATION =100.0 `�a9e ofA SEPTIC SYSTEM DESIGN FLOW ESTIMATE: _2 BEDROOMS AT 110 GAL / DAY = 220 GAL / DAY SEPTIC TANK: 220 GAL / DAY x 2 DAYS = 440 GAL USE 1500 GALLON SEPTIC TANK LEACHING AREA: (3 BEDROOM DESIGN, MINIMUM) USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8' x Z EFF. DEPTH) WITH 4' OF STONE ALL AROUND (25'x 12.8' x 2' EFF. DEPTH) SIDE AREA: (25' + 12.8j x 2 x 2 =151 SF (0.74) =112 GAUDAY BOTTOM AREA: 25'x 12.8'= 320 SF (0.74) = 237 GAUDAY ,. CAPACITY = 349 C;AUDAY e` hf \ \ \ 51 100, \ 100 ss2 l- 7�ss6� G 1Q BENCHMARK AT CONCRETE BOUND ELEVATION =101.30 -7 .-0-- / 100 SEPTIC SYSTEM SECTION FIRST FLOOR COVERS WITHIN 6" 101.9 OF FINISHED GRADE TOP OF ° FOUNDATION FINISHED GRAD 1/4r per ft3' MAX. 1/4" perft „ COVER 99.5 a(1' MIN) ELEV. ° 97.5 1/4" per ft ELEV. 97.33 97.16 97.75 ELEV ELEV BED ROOM I LIVING ROOM GARAGE DINING BED BATH ROOM ROOM KITCHEN shower BLOCK 3 SEASON I PATIO ROOM TEST HOLE LOGS ENGINEER: THOMAS McLELLAN, P.E. WITNESS: MALLORY LANGLER, R.S. DATE: 4-16-20 PERCOLATION RATE: <2 MIN/IN USGS GROUND WATER ADJUSTMENT: WELL: MIW-29, ZONE: B, ADJ.: 0.9' ADJUSTED GROUND WATER ELEV: 89.9 /-2" PEASTONE OR FILTER FABRIC 3/4" -1 1/2" DOUBLE WASHED STONE ` �- INSPECTION PORT ELEV.= 97.73 q...... .... . I-Ift 94.9 4 4 ELEV. E 25'x 12.8' 2 - 500 GALLON CHAMBERS WITH 5' 4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP) ADJUSTED GROUND WATER ELEVATION = 89.9 TH-1 99.0 O/A HORIZON ELEV. LOAMY SAND 9" 10YR 4/1 100.5 B HORIZON FERC AT 27" LOAMY SAND f--- 30" 10YR 5/8 j 1 96.5 C HORIZON MEDIUM SAND 2.5Y 7/4 138.1 GROUND WA I ER 1 87.5 EXISTING FLOOR PLAN NOTES: _ 25.0' _ 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. ............• _ • • • • • • • • • • • 3. SCHEDULE 40 - 4" -PVC -PIPE -TO BEUSEDTHROUGHOUT SEPTIC SYSTEM. bo r 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. • • • ' ' • ' ' ' • • • • 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. LEACH AREA DETAIL ' 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE. 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 'ermit valid for REPAIR Oh SF DTIC SYSTEM ONLY, due to Slate and Local septic variances. card of Health ie% icw and approval is required for ny future additions/renovations/alterations to !wage facilities and/or structures/dwelling. Yarmouth Ilcalth Department APPROVE D O F u4 40 o TERRY u, ANN WARNER y 9 No. 38721 9FGISTER�� 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY REPRESENT A FULL DETAILED PROPERTY SURVEY. . 13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. oe� `$Pe a� 71410VAS J. M-LELLP�N e 4 CIVIL C4. ' Nl�J,',�"'S Fe'°jam THOMAS J. McLELLAN, P.E. SITE PLAN LOCATION: 39 BEVERLY RD., W. YARMOUTH, MA PREPARED FOR: SCOTT MCCABE DATE: 4-21-20 SCALE: I"= 20' BASS RIVER ENGINEERING P.O. BOX 1163, EAST DENNIS, MA 02641 508-364-9048 ri =:?=GCJ1F=Fn) ELEV. ✓(g^ OR ° 1500 GAL OF STONE UNDER MECHANICALLY COMPACTED) SEPTIC TANK j6UNDER OR 0STONE MMANICALLY COMPACTED L gg• ELEV. TEE SIZES: � INLET: 6" UP,13" DOWN GAS BAFFLE AT OUTLET TEE OUTLET: 6" UP, 14" DOWN BED ROOM I LIVING ROOM GARAGE DINING BED BATH ROOM ROOM KITCHEN shower BLOCK 3 SEASON I PATIO ROOM TEST HOLE LOGS ENGINEER: THOMAS McLELLAN, P.E. WITNESS: MALLORY LANGLER, R.S. DATE: 4-16-20 PERCOLATION RATE: <2 MIN/IN USGS GROUND WATER ADJUSTMENT: WELL: MIW-29, ZONE: B, ADJ.: 0.9' ADJUSTED GROUND WATER ELEV: 89.9 /-2" PEASTONE OR FILTER FABRIC 3/4" -1 1/2" DOUBLE WASHED STONE ` �- INSPECTION PORT ELEV.= 97.73 q...... .... . I-Ift 94.9 4 4 ELEV. E 25'x 12.8' 2 - 500 GALLON CHAMBERS WITH 5' 4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP) ADJUSTED GROUND WATER ELEVATION = 89.9 TH-1 99.0 O/A HORIZON ELEV. LOAMY SAND 9" 10YR 4/1 100.5 B HORIZON FERC AT 27" LOAMY SAND f--- 30" 10YR 5/8 j 1 96.5 C HORIZON MEDIUM SAND 2.5Y 7/4 138.1 GROUND WA I ER 1 87.5 EXISTING FLOOR PLAN NOTES: _ 25.0' _ 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. ............• _ • • • • • • • • • • • 3. SCHEDULE 40 - 4" -PVC -PIPE -TO BEUSEDTHROUGHOUT SEPTIC SYSTEM. bo r 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. • • • ' ' • ' ' ' • • • • 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. LEACH AREA DETAIL ' 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE. 11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA. 'ermit valid for REPAIR Oh SF DTIC SYSTEM ONLY, due to Slate and Local septic variances. card of Health ie% icw and approval is required for ny future additions/renovations/alterations to !wage facilities and/or structures/dwelling. Yarmouth Ilcalth Department APPROVE D O F u4 40 o TERRY u, ANN WARNER y 9 No. 38721 9FGISTER�� 12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY REPRESENT A FULL DETAILED PROPERTY SURVEY. . 13. EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. oe� `$Pe a� 71410VAS J. M-LELLP�N e 4 CIVIL C4. ' Nl�J,',�"'S Fe'°jam THOMAS J. McLELLAN, P.E. SITE PLAN LOCATION: 39 BEVERLY RD., W. YARMOUTH, MA PREPARED FOR: SCOTT MCCABE DATE: 4-21-20 SCALE: I"= 20' BASS RIVER ENGINEERING P.O. BOX 1163, EAST DENNIS, MA 02641 508-364-9048 ri =:?=GCJ1F=Fn)