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HomeMy WebLinkAboutEngineered Plan - Rev. 2013SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP -1 GRD. EL. 102.4 ONSITE SOIL EVALUATION SHGW EL. 88.2 DATE: FEBRUARY 7, 2013 TEST BY: BSC GROUP, INC. WITNESSED BY: AMY VON HONE, R.S. PERC. RATE: < 2 MIN./INCH 14" SOIL EVALUATOR: KIERAN J. HEALY, PLS SOIL CLASS: CLASS L T.A.R.: 0.74 GPD/S.F. f LEGEND 34" y ESTIMATED (NOT OBSERVED) SEASONAL HIGH GROUNDWATER 60" PERCOLATON TEST RANGE ,y 65" 3.11 / UUNSUITABLE MATERIALS (TO BE REMOVED) 126" 144" i 170" NO OBSERVED G.WATER DISTRIBUTION BOX DETAIL (H-10) NOT TO SCALE REMOVABLE COVER HDPE RISER • •KNOCKOUTS BOTTOM ON LEVEL " STABLE BASE 6 MINIMUM 3/4" TO 1-1/2" PLAN VIEW SECTION VIEW CRUSHED STONE NOTES 1. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 3. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 4. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. 1,000 GALLON SEPTIC TAI NOT TO SCALE NOTES 1. EXISTING SEPTIC TANK TO REMAIN 2. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 10'-6" 10'-0" PLAN VIEW SCHEDULE OF _ ELEVATIONS TOP OF FOUNDATION 4" INVERT AT BUILDING 4" INVERT AT SEPTIC TANK (IN) 4" INVERT AT SEPTIC TANK (OUT) 4" INVERT AT DIST. BOX (IN) 4" INVERT AT DIST. BOX (OUT) ELEVATIONS AT LEACHING FACILITY: 4" INV. AT LEACHING CHAMBERS BOTTOM OF LEACHING CHAMBERS BOTTOM OF TEST PIT 103.29 A 100.79 B 100.13 C 99.88 D 98.83 E 98.66 F 98.50 G (BRKOUT 99.5) 96.50 H 88.20 J LOCUS INFORMATION CURRENT OWNER: 0/A 1 SANDY LOAM TITLE REFERENCE: 1OYR 2/23 EL. 101.2 PLAN BOOK 241-131 B 87 LOAMY SAND 166 10YR 5/6 EL. 99.6 FRONT 30' C-1 SIDE 20' COARSE SAND REAR 20' 10YR 5/8 EL. 97.4 NXI 10,006± S.F. C-2 4" SCH. 40 PVC MEDIUM SAND YES ZONE II 2.5Y 6/4 EL. 91.9 "C" C-3 EXISTINGw_ 4 BEDROOM SILTY LOAM 1 1 2.5Y 6/3 EL. 90.4 1 1 C-4 MEDIUM SAND ' 10YR 5/4 EL. 88.2 170" NO OBSERVED G.WATER DISTRIBUTION BOX DETAIL (H-10) NOT TO SCALE REMOVABLE COVER HDPE RISER • •KNOCKOUTS BOTTOM ON LEVEL " STABLE BASE 6 MINIMUM 3/4" TO 1-1/2" PLAN VIEW SECTION VIEW CRUSHED STONE NOTES 1. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 3. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 4. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. 1,000 GALLON SEPTIC TAI NOT TO SCALE NOTES 1. EXISTING SEPTIC TANK TO REMAIN 2. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 10'-6" 10'-0" PLAN VIEW SCHEDULE OF _ ELEVATIONS TOP OF FOUNDATION 4" INVERT AT BUILDING 4" INVERT AT SEPTIC TANK (IN) 4" INVERT AT SEPTIC TANK (OUT) 4" INVERT AT DIST. BOX (IN) 4" INVERT AT DIST. BOX (OUT) ELEVATIONS AT LEACHING FACILITY: 4" INV. AT LEACHING CHAMBERS BOTTOM OF LEACHING CHAMBERS BOTTOM OF TEST PIT 103.29 A 100.79 B 100.13 C 99.88 D 98.83 E 98.66 F 98.50 G (BRKOUT 99.5) 96.50 H 88.20 J LOCUS INFORMATION CURRENT OWNER: RANDY MENARD 1 SUZANNE MENARD TITLE REFERENCE: DEED BOOK 11360-158 PLAN REFERENCE: PLAN BOOK 241-131 ASSESSORS MAP: 87 PARCEL: 166 ZONING DISTRICT: R-40 SETBACKS: FRONT 30' c�fl, EXISTING N GARAGE SIDE 20' ✓ �,!/ 1' 1 REAR 20' MINIMUM LOT SIZE: 40,000 S.F. EXISTING TOTAL LOT AREA: 10,006± S.F. NITROGEN SENSITIVE 4" SCH. 40 PVC ZONE: YES ZONE II FEMA FLOOD #51 ZONE DISTRICT: "C" OVERLAY DISTRICT: APD I 1 1 RIS �.AN E i PO (4 (40' WIDE) � 1 EXISTING LEACHING PIT TO 500 GALLON BE PUMPED, FILLED WITH CONCRETE LEACHING cv CLEAN SAND, CRUSHED CHAMBER (TYP.) ► INSPECTION �` 1 AND DISPOSED OF IN PORT1 ACCORDANCE WITH TITLE 5 `► , 70,00' 4 102.30 101.6 X_-� - » �¢ 1 N8Or 1 E 02. o R��o z i 1 i EDGE OF 00' STONE f 102• 10.0 TP #1 1 02 1 D- Ox 02.4 Y 1 C 1 EXISTING GPD 1 m 1 1 SEPTIC TANK 102.3 EL.=A 1 --A TO REMAIN LOCUS MAP / .i 1 M 1 DESIGN PERC. RATE: <2 MIN/INCH TOP FOUNDATION / J / 0. c�fl, EXISTING N GARAGE BRIAN G. YERGATIAN DATE ✓ �,!/ 1' 1 1 USE (3) 500 GALLON CONCRETE CHAMBERS EL.=102.5± EXISTING FOR MIN. 2' IN SIDEWALL AFZEA = 2(33.5' + 13.0') X 2 = 4" SCH. 40 PVC BOTTOM AREA = 33.5' X 13.0' = FINISH GRADE N X #51 / O 0 1 C 102.6 EXISTINGw_ 4 BEDROOM C / / 101.6 X 1 1 8' ® S=0.02 DWEWNG RELOCATE PROPOSED S.A.S 1 1 102 - LOT 56 ' 1 CHAMBER 10,006t S.F. ; 1 O O O O O O O O O O HEALTH OEPI. LOT 59 RANDY MENARD I=B SOUTH YARMOUTH, MA 02664 'i _10 RAISE AT LEAST ONE EXISTING COVER TO WITHIN 6" OF FINISHED GRADE. THE RISER SHALL BEj 18" HDPE PIPE. 6. MAX CONC. COVER i 41O LOT 60 500 G NOT TO SCALE 0 LOT 10 » 100.00' N8p 17 r� BENCHMARK HYDRANT TAG BOLT ELEV 103.31 ASSUMED TE G SYSTEM PROFILE NOT TO SCALE GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. a 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A �4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR .FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE ST 'RT OF CONSTRUCTION. 9. THIS SYSTEM IS -NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. THE OWNER HAS INFORMED BSC GROUP THAT THE PREVIOUSLY INSTALLED GARBAGE GRINDER HAS BEEN REMOVED INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOW6 PER 310 CMR 15.240(4). j EXISTING DWELLING FLOOR PLANS NOT TO SCALE HOFA�gn, CRAIG A. c� FIELD v No.38039 LAND a//4 ZG1 `3 ���I�•I, 12-36" COVER OBSERVATION ' 5" DIA. KNOCKOUT (TYP.) PORT 1-1/2" TAPER CONC. RISER, 1-71=1 =Ibm 1�?Pvg C] CI C7 C] C] D C] C] C] 36" EFFECTIVE CJ D O D O DEPTH i p p O O C] 4'-10" 12'-10" FRONT VIEW SIDE VIEW NOTES: 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN UEU OF DOUBLE WASHED STONE LOAM AND SEED ALL DISTURBED AREAS 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1-1 /2" DOUBLE WASHED STONE TO CROWN OF PIPE LIVING BED#1 GARAGE KITCHEN/DINING BATH BED#2 I DECK SECOND FLOOR FIRST FLO i DESIG1,4 CALCULATIONS DESIGN FLOW 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD 4" SCH. 40 PVC �p�SE N REQUIRED SEPTIC TANK EL.=A L=35± FT. REQUIRED MIN. 1,500 GALLON SEPTIC TANK LOCUS MAP S=0.03 j" OF 444, DESIGN PERC. RATE: <2 MIN/INCH TOP FOUNDATION FIRST PIPE LENGTH 440 GPD 0.74 GPD/SF = 595 SF BRIAN G. YERGATIAN DATE TO BE SET LEVEL SEWAGE DISPOSAL USE (3) 500 GALLON CONCRETE CHAMBERS EL.=102.5± EXISTING FOR MIN. 2' IN SIDEWALL AFZEA = 2(33.5' + 13.0') X 2 = 4" SCH. 40 PVC BOTTOM AREA = 33.5' X 13.0' = FINISH GRADE FEBRUARY 14, 2013 621.0 S.F. 460 S.F. X 0.74 GPD/S.F. = 459 GPD 4" SCH. 40 PVC 102.1-102.5 NO. DATE DESC. 8' ® S=0.02 2/21/13 RELOCATE PROPOSED S.A.S ' ir LEACHING CHAMBER ~ O O O O O O O O O O HEALTH OEPI. PREPARED FOR: RANDY MENARD I=B SOUTH YARMOUTH, MA 02664 IT 3* S C 1=D W. Yarmouth, Massachusetts 1=G 0000000000 © 2013 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 nxr FILE: P:\prj\4972500\Civil\-DWG\4972500-SEP-REV.dwg DWG. NO: 6167-01 SHEET- 1 OF 1 JOB. NO: 4-9725.00 I=C I=E I=F H DISTRIBUTION 4.6' SEPARATION EXISTING BOX 8.3' SEPARATION TO C-3 MATERIAL SEPTIC TANK NOTE: J ESTIMATED S.H.G.W. MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. a 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A �4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR .FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE ST 'RT OF CONSTRUCTION. 9. THIS SYSTEM IS -NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. THE OWNER HAS INFORMED BSC GROUP THAT THE PREVIOUSLY INSTALLED GARBAGE GRINDER HAS BEEN REMOVED INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOW6 PER 310 CMR 15.240(4). j EXISTING DWELLING FLOOR PLANS NOT TO SCALE HOFA�gn, CRAIG A. c� FIELD v No.38039 LAND a//4 ZG1 `3 ���I�•I, 12-36" COVER OBSERVATION ' 5" DIA. KNOCKOUT (TYP.) PORT 1-1/2" TAPER CONC. RISER, 1-71=1 =Ibm 1�?Pvg C] CI C7 C] C] D C] C] C] 36" EFFECTIVE CJ D O D O DEPTH i p p O O C] 4'-10" 12'-10" FRONT VIEW SIDE VIEW NOTES: 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN UEU OF DOUBLE WASHED STONE LOAM AND SEED ALL DISTURBED AREAS 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1-1 /2" DOUBLE WASHED STONE TO CROWN OF PIPE LIVING BED#1 GARAGE KITCHEN/DINING BATH BED#2 I DECK SECOND FLOOR FIRST FLO i DESIG1,4 CALCULATIONS DESIGN FLOW 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD 440 GALLOIIS X 200% = 880 GALLONS �p�SE N REQUIRED SEPTIC TANK 440 GPD X 200% = 880 GALLONS REQUIRED MIN. 1,500 GALLON SEPTIC TANK LOCUS MAP SIZE OF REQUIRED LEACHING FACILITY j" OF 444, DESIGN PERC. RATE: <2 MIN/INCH =' CIVIL ti 7 46206 LONG TERM APPL. RATE: 0.74 GPD/SF 440 GPD 0.74 GPD/SF = 595 SF BRIAN G. YERGATIAN DATE SIZE OF LEACHING FACILITY PROVIDED SEWAGE DISPOSAL USE (3) 500 GALLON CONCRETE CHAMBERS CENTERED INSIDE A 33.5' X 13' STONE FIELD IN SIDEWALL AFZEA = 2(33.5' + 13.0') X 2 = 186.0 S.F. BOTTOM AREA = 33.5' X 13.0' = 435.5-!j. F. FEBRUARY 14, 2013 621.0 S.F. 460 S.F. X 0.74 GPD/S.F. = 459 GPD TT I Daate 459 GPD PROVIDED > 440 GPD DESIGN NO. 6 EXIT 6 O� � �p�SE N LOCUS '9Q LOCUS MAP NOT TO SCALE j" OF 444, zz BRIAN G. !. J YERGATIAN =' CIVIL ti 7 46206 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM REPAIR 51 QUARTERMASTER ROW (A.K.A. #53) IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) ''S1 TE PL AN FEBRUARY 14, 2013 ��ij>'s�'D��2c`3I'"�:YZ71i'�^�-.-::,� :) �Y ,fil" �� TT I Daate NO. DATE DESC. 1 2/21/13 RELOCATE PROPOSED S.A.S MAR 012013 HEALTH OEPI. PREPARED FOR: RANDY MENARD 51 QUARTERMASTER ROW SOUTH YARMOUTH, MA 02664 IT 3* S C 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 nxr FILE: P:\prj\4972500\Civil\-DWG\4972500-SEP-REV.dwg DWG. NO: 6167-01 SHEET- 1 OF 1 JOB. NO: 4-9725.00