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HomeMy WebLinkAboutVoided BSC Engineered Plan - 2014SOIL TEST PIT DATA NOT TO SCALE TP -3B(#2) TEST PIT TP -3A( 1) DATE 10-8-14 GRD. EL 16.3 SHGW EL 9.0 EL 15.5 EL 14.3 EL 12.1 EL 9.0 EL 5.8 0/A SANDY LOAM 10YR 3/2 11 B LOAMY SAND YR 5/6 C COARSE SAND 10YR 4/6 8 OBS. G.WATER 1. )" EL 15.0 24" EL 13.6 50" 8" EL 9.0 qR0 FL_ 5.7 TEST PIT TP -3B(#2) DATE 10-8-14 GRD. EL 15.7 SHGW EL N/A 0/A SANDY LOAM 10YR 3/2 i B i LOAMY SAND 1OYR 5/6 C COARSE SAND 10YR 4/6 9" 25" 80" »n" -v ADJUSTED GROUNDWATER LOW POINT IN STREET, ELEVATION 9.0 PER BOH AGENT f:1 NOT TO SCALE 3" ONSITE SOIL EVALUATION DATE: OCTOBER 8, 2014 TEST BY. BSC GROUP, INC. WITNESSED BY: AMY VON HONE, R.S., CHO LICENSED SOIL EVALUATOR: KIERAN J. HEALY. PLS PERCOLATION RATE: < 2 MINS./INCH SOIL CLASS: CLASS 1 0.74 GPD/S.F. HIGH GROUNDWATER COMPUTATION BASED ON TP 3B 2 DEPTH TO WATER 10.0' INDEX WELL MIW-29 WATER LEVEL RANGE ZONE B CURRENT DEPTH0NDEX WELL(10/14) 9.7 USE ELEV. 9.0 BOH AGENT DEPTH TO HIGH WATER 6.7' LEGEND UNSUITABLE ESTIMATED MATERIALS -� SEASONAL HIGH (TO BE REMOVED) - GROUNDWATER PERCOLATION OBSERVED DC4 TEST RANGE -� GROUNDWATER (6) 5" DIAMETER 8. KNOCKOUTS (TYP.)D O I ".I ( I 24" I 12" DIA. rl COVER BOTTOM ON LEVEL \- a icy STABLE BASE 6" MINIMUM 3/4" TO 1-1 /2" �+- 24" -- �-, SECTION VIEW CRUSHED STONE PLAN VIEW i NOTES: 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. DESIGN CALCULATIONS DESIGN FLOW 3 BEDROOMS O 110 GPD/BEDROOM = 330 GPD REQUIRED SEPTIC TANK 330 GPD X 200% = 660 GALLONS USE 1.500 GALLON SEPTIC TANK - SIZE OF REQUIRED -LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 330 GPD + 0.74 GPD/SF = 446 SF SI7F OF [EACHING FACILITY PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 3' STONE ON ENDS AND 1.5' STONE ON SIDES. BOTTOM AREA: 36.0' X 8.0' = 288 S.F. SIDEWALL AREA: 2 X (2 X (36' + 8')) = 176 S.F. EFFECTIVE LEACHING AREA = 464 S.F. 464 S.F. X 0.74 GPD/S.F. = 343 GPD (INSTALLED CAPACITY) 343 GPD > 330 GPD (13 GPD RESERVE CAPACITY PROVIDED) 1,500 GALLON SEPTIC TANK (H -- NOT TO SCALE BEDROOM HOUSE ti NOTES MIN. 20" DIA. COVER, TYP. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE (2) TO WITHIN 6" OF FINISHED 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 GRADE USING SEWER BRICK AND LOADING. MORTAR AS NECESSARY 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6 MAX 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. I 6" 10'-0" 10' _ T 3" LIQUID 4'-9" LOCATE DEPTH INLET TEE OUTLET TEE 6'-2" - - - UNDER COVER yy/GAS BAFFLE _ 6" I _ 6" 6" MINIMUM PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION VIEW CRUSHED STONE NOT TO SCALE 4" PERFORATED PVC W/SCREW CAP TO EXTEND DOWN TO NATURAL SUBGRADE 5" DIA. KNOCKOUT (TYP.) LOCUS INFORMATION A13EK (H-�U� CURRENT OWNER: HABITAT FOR HUMANITY OF CAPE COD, INC. 20" ACCESS COVER TO WITHIN 3 INCHES TITLE REFERENCE: DEED 28050, PAGE 152 OF FINISH GRADE FLOAM AND SEED ALL DISTURBED AREAS PLAN REFERENCE: PLAN 422, PAGE 58 1-1/2" TAPER ASSESSORS MAP: 36 PARCEL: 65 & 66 12-36" COVER DC7 Old [� C� C�C� C�C7 HDPE RISER ZONING DISTRICT: B-1 2" LAYER OF 1/8" TO SETBACKS: FRONT 30' ** 0 O 0 0 0 / 1/2- DOUBLE WASHED** STONE ABOVE CROWN SIDE 25' REAR 20' ** 36" 24" C7 CD CI C� of PIPE EFFECTIVEO 3/4" To 1-1/2" MINIMUM LOT SIZE: 25,000 S.F. ** DEPTH O 0 O 0 DOUBLE WASHED STONE TO CROWN LOT AREA: 9,313f S.F. OF PIPE NITROGEN SENSITIVE 4'-10" ZONE: PARTIALLY A ZONE II FRONT VIEW 8,-0� FEMA FLOOD ZONE DISTRICT: "X" DATED 7/16/2014 NOTES: SIDE VIEW PANEL #25001 CO569J (ABOVE 500 YEAR FLOOD ZONE) 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED SY SHOREY OR APPROVED EQUAL. OVERLAY DISTRICT: PARTIALLY APD 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. ** REDUCED BY COMPREHENSIVE PERMIT 100' BUFFER TO BOG o� AND WETLANDS (BOG DRY) CONCRETE BOUND /DRILL HOLE FOUND & HELD SEE ZBA REC. DECISION 28050-176 GENERAL NOTES - C14 , 1. THIS .PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE ET UND SEWAGE DISPOSAL FACILITIES AND THE NEW DWELLING. FANC UN HBE D NSF EL 16. 3 I LISA HALLETT 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 & AND YARMOUTH BOARD OF HEALTH REGULATIONS. \ \ TIMOTHY McGOFF ASSESSORS MAP 36 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PARCEL 67C PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED REMOVE ALL TOPSOIL, SUBSOIL AND OTHER L, THE UNSUITABLE MATERIALS. I 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF N ' EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND A J I DELETRIOUS SUBSTANCES. ; MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL / TP 6B \ 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 t 3�, 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: '60 BENCHMARK / R9• TOP OF CONCRETE 100% MUST PASS #4 SIEVE / L19T V BOUND. 10% MUST PASS #50 SIEVE \ 1 12,349 F. ELEV 19.33 NAD88 0-20%, MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE J 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE ` �ry�°J?O SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS T5. ON E 831 S:Ffit, OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF BQUN 0 CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES �0 REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ✓'` \ ;g /�� 7. THE CONTRACTOR SHALL PE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY `J V COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS 19 { � � ��/i IN SERVICE. I 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG - SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. �? 1 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION / 6 / OR USE OF A GARBAGE . GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR ?8 / 3 ®/ -,( 15.240(4). 3931 \\ Dit Ix 18ry _7 SCHEDULE OF ELEVATIONS- TOP LEVATIONSTOP OF FOUNDATION 20.00 A 8�jH OF SAS 4" INVERT AT BUILDING 17.12 B 8,0041 S.F. / \ ® �o��� S9°yN 4* INVERT AT SEPTIC TANK (IN) 16.87 C \ o KIERANJ. 4 INVERT AT SEPTIC TANK (OUT) 16.62 D / • / `ti ��` I " HEALY 4" INVERT AT DIST. BOX (IN) 16.48 E NO. 48135 4" INVERT AT DIST. BOX (OUT) 16.31 F o� IRON AL LAND ELEVATIONS AT LEACHING FACILITY. t/ PIPE ® • BOUND OUND , \ l �� 4" INV. AT LEACHING CHAMBERS 16.20 G (BRKOUT 17.2) ` BOTTOM OF LEACHING CHAMBERS 14.20 H • \ �� ESTIMATED SEASONAL HIGH GROUNDWATER 9.00 J o \ .Q �o A� IP N/F �✓ TYPICAL SYSTEM PROFIl_E PIERRE JOSEPH NOT TO SCALE i ASSESSORS MAP 36 � PARCEL 64 °���,. 4" SCH. 40 PVC EL=A L=9 FT. TOP FOUNDATION S=0.015 FIRST PIPE LENGTH TO BE SET LEVEL EL= 19.2± 4" SCH. 40 PVC FOR MIN. 2' L=101 FT. FINISH GRADE S=0.025 4" SCH. 40 PVC EL 18.0-18.51 r LEACHING CHAMBER O O O 1:3 O O O O O JIM I=D I=G 0000c0000 \ I=C 1=E 1=F H 5OUTLET D-BOX5.2' SEPARATION SEPTIC TANK J EST. HIGH GROUNDWATER MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING I 28 REMOVABLE 4" COVER 5. G� Z m LOCUS MAP NOT TO SCALE �SN M4ss9cy G� BRIAN G. o YERGATIAN N� O 0 13" BRIAN G. YbR'GATA DATE PROFESSIONAL ENGINEER 3" ONSITE SOIL EVALUATION DATE: OCTOBER 8, 2014 TEST BY. BSC GROUP, INC. WITNESSED BY: AMY VON HONE, R.S., CHO LICENSED SOIL EVALUATOR: KIERAN J. HEALY. PLS PERCOLATION RATE: < 2 MINS./INCH SOIL CLASS: CLASS 1 0.74 GPD/S.F. HIGH GROUNDWATER COMPUTATION BASED ON TP 3B 2 DEPTH TO WATER 10.0' INDEX WELL MIW-29 WATER LEVEL RANGE ZONE B CURRENT DEPTH0NDEX WELL(10/14) 9.7 USE ELEV. 9.0 BOH AGENT DEPTH TO HIGH WATER 6.7' LEGEND UNSUITABLE ESTIMATED MATERIALS -� SEASONAL HIGH (TO BE REMOVED) - GROUNDWATER PERCOLATION OBSERVED DC4 TEST RANGE -� GROUNDWATER (6) 5" DIAMETER 8. KNOCKOUTS (TYP.)D O I ".I ( I 24" I 12" DIA. rl COVER BOTTOM ON LEVEL \- a icy STABLE BASE 6" MINIMUM 3/4" TO 1-1 /2" �+- 24" -- �-, SECTION VIEW CRUSHED STONE PLAN VIEW i NOTES: 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. DESIGN CALCULATIONS DESIGN FLOW 3 BEDROOMS O 110 GPD/BEDROOM = 330 GPD REQUIRED SEPTIC TANK 330 GPD X 200% = 660 GALLONS USE 1.500 GALLON SEPTIC TANK - SIZE OF REQUIRED -LEACHING FACILITY DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL RATE: 0.74 GPD/SF 330 GPD + 0.74 GPD/SF = 446 SF SI7F OF [EACHING FACILITY PROVIDED USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH 3' STONE ON ENDS AND 1.5' STONE ON SIDES. BOTTOM AREA: 36.0' X 8.0' = 288 S.F. SIDEWALL AREA: 2 X (2 X (36' + 8')) = 176 S.F. EFFECTIVE LEACHING AREA = 464 S.F. 464 S.F. X 0.74 GPD/S.F. = 343 GPD (INSTALLED CAPACITY) 343 GPD > 330 GPD (13 GPD RESERVE CAPACITY PROVIDED) 1,500 GALLON SEPTIC TANK (H -- NOT TO SCALE BEDROOM HOUSE ti NOTES MIN. 20" DIA. COVER, TYP. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE (2) TO WITHIN 6" OF FINISHED 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 GRADE USING SEWER BRICK AND LOADING. MORTAR AS NECESSARY 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6 MAX 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. I 6" 10'-0" 10' _ T 3" LIQUID 4'-9" LOCATE DEPTH INLET TEE OUTLET TEE 6'-2" - - - UNDER COVER yy/GAS BAFFLE _ 6" I _ 6" 6" MINIMUM PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION VIEW CRUSHED STONE NOT TO SCALE 4" PERFORATED PVC W/SCREW CAP TO EXTEND DOWN TO NATURAL SUBGRADE 5" DIA. KNOCKOUT (TYP.) LOCUS INFORMATION A13EK (H-�U� CURRENT OWNER: HABITAT FOR HUMANITY OF CAPE COD, INC. 20" ACCESS COVER TO WITHIN 3 INCHES TITLE REFERENCE: DEED 28050, PAGE 152 OF FINISH GRADE FLOAM AND SEED ALL DISTURBED AREAS PLAN REFERENCE: PLAN 422, PAGE 58 1-1/2" TAPER ASSESSORS MAP: 36 PARCEL: 65 & 66 12-36" COVER DC7 Old [� C� C�C� C�C7 HDPE RISER ZONING DISTRICT: B-1 2" LAYER OF 1/8" TO SETBACKS: FRONT 30' ** 0 O 0 0 0 / 1/2- DOUBLE WASHED** STONE ABOVE CROWN SIDE 25' REAR 20' ** 36" 24" C7 CD CI C� of PIPE EFFECTIVEO 3/4" To 1-1/2" MINIMUM LOT SIZE: 25,000 S.F. ** DEPTH O 0 O 0 DOUBLE WASHED STONE TO CROWN LOT AREA: 9,313f S.F. OF PIPE NITROGEN SENSITIVE 4'-10" ZONE: PARTIALLY A ZONE II FRONT VIEW 8,-0� FEMA FLOOD ZONE DISTRICT: "X" DATED 7/16/2014 NOTES: SIDE VIEW PANEL #25001 CO569J (ABOVE 500 YEAR FLOOD ZONE) 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED SY SHOREY OR APPROVED EQUAL. OVERLAY DISTRICT: PARTIALLY APD 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. ** REDUCED BY COMPREHENSIVE PERMIT 100' BUFFER TO BOG o� AND WETLANDS (BOG DRY) CONCRETE BOUND /DRILL HOLE FOUND & HELD SEE ZBA REC. DECISION 28050-176 GENERAL NOTES - C14 , 1. THIS .PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE ET UND SEWAGE DISPOSAL FACILITIES AND THE NEW DWELLING. FANC UN HBE D NSF EL 16. 3 I LISA HALLETT 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 & AND YARMOUTH BOARD OF HEALTH REGULATIONS. \ \ TIMOTHY McGOFF ASSESSORS MAP 36 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PARCEL 67C PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED REMOVE ALL TOPSOIL, SUBSOIL AND OTHER L, THE UNSUITABLE MATERIALS. I 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF N ' EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND A J I DELETRIOUS SUBSTANCES. ; MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL / TP 6B \ 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 t 3�, 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: '60 BENCHMARK / R9• TOP OF CONCRETE 100% MUST PASS #4 SIEVE / L19T V BOUND. 10% MUST PASS #50 SIEVE \ 1 12,349 F. ELEV 19.33 NAD88 0-20%, MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE J 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE ` �ry�°J?O SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS T5. ON E 831 S:Ffit, OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF BQUN 0 CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES �0 REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ✓'` \ ;g /�� 7. THE CONTRACTOR SHALL PE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY `J V COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS 19 { � � ��/i IN SERVICE. I 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG - SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. �? 1 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION / 6 / OR USE OF A GARBAGE . GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR ?8 / 3 ®/ -,( 15.240(4). 3931 \\ Dit Ix 18ry _7 SCHEDULE OF ELEVATIONS- TOP LEVATIONSTOP OF FOUNDATION 20.00 A 8�jH OF SAS 4" INVERT AT BUILDING 17.12 B 8,0041 S.F. / \ ® �o��� S9°yN 4* INVERT AT SEPTIC TANK (IN) 16.87 C \ o KIERANJ. 4 INVERT AT SEPTIC TANK (OUT) 16.62 D / • / `ti ��` I " HEALY 4" INVERT AT DIST. BOX (IN) 16.48 E NO. 48135 4" INVERT AT DIST. BOX (OUT) 16.31 F o� IRON AL LAND ELEVATIONS AT LEACHING FACILITY. t/ PIPE ® • BOUND OUND , \ l �� 4" INV. AT LEACHING CHAMBERS 16.20 G (BRKOUT 17.2) ` BOTTOM OF LEACHING CHAMBERS 14.20 H • \ �� ESTIMATED SEASONAL HIGH GROUNDWATER 9.00 J o \ .Q �o A� IP N/F �✓ TYPICAL SYSTEM PROFIl_E PIERRE JOSEPH NOT TO SCALE i ASSESSORS MAP 36 � PARCEL 64 °���,. 4" SCH. 40 PVC EL=A L=9 FT. TOP FOUNDATION S=0.015 FIRST PIPE LENGTH TO BE SET LEVEL EL= 19.2± 4" SCH. 40 PVC FOR MIN. 2' L=101 FT. FINISH GRADE S=0.025 4" SCH. 40 PVC EL 18.0-18.51 r LEACHING CHAMBER O O O 1:3 O O O O O JIM I=D I=G 0000c0000 \ I=C 1=E 1=F H 5OUTLET D-BOX5.2' SEPARATION SEPTIC TANK J EST. HIGH GROUNDWATER MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING I 28 0 M k Z z r N L 0 - m G� Z m LOCUS MAP NOT TO SCALE �SN M4ss9cy G� BRIAN G. o YERGATIAN N� CIVIL No. 4620640 r FSS/pNAL FNG BRIAN G. YbR'GATA DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN PLAN LOT 3 VIRGINIA STREET IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) .,SITE PLAN DECEMBER 12, 2014 , T3v 9 NO. DATE DESC. HEALTH I EP l . PREPARED FOR: HABITAT FOR HUMANITY, C.C. INC. 411 MAIN STREET, SUITE 6 YARMOUTH PORT, MA 02673 (508) 362-3559 BSC�y ROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2014 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Fw FILE: P:\prj\4975000\Civil\_Drawings\4975000-SP.dwg DWG. NO: 6187-05 SHEET 1 OF 1 JOB. NO: 4-9750.00