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HomeMy WebLinkAbout12 Jessies Ln Site PlanSOIL TEST PIT DATA 1 ATES gyp' lAUENTAL r� 1 NOT To SCALE AP. WITH �p AS AND � TEST PIT 1-1 TEST PIT 1-2 TEST PIT 1-3 TEST PIT 1-4 EET GRD. EL 10.8 GRD. EL 11.0 GRD. EL. 11.6 GRD. EL 12.0 IBERS FST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 =DDED 'ICAL) / 10" RESSERVE< OODED \ SING 20'x75' 38" '1ti ( 2j pe /Fss� S CsV,� X66 PROPOSED GARAGE GUEST � bE BASEM 3 / 126" �� _ R F. FLLOOOSLAB R 138"144"IND S \ ELEV=0.0 -- ELEV=(-1.0) LLLV=U.0 ELEV=0.0 NEW 12.9 k (N ) DRAM WR AREA PROPOSED DATE• DATE: DATE: DATE: AREA IRRIGA M,_, 0 JANUARY 16, 2013 JANUARY 16, 2013 A SEPTEMBER 2, 2015 MARK HAGGERTY & O�� SQA LOAMY SAND TEST BY: TEST BY' THE BSC GROUP THE BSC GROUP TEST BY. THE BSC GROUP 2" 1GYR 3/29tl PRECAST CONCRETE WOODED PARCEL- 102.1 8 10' SETBACKS: YARD DRAIN LOAMY SAND SIDE 20' WITNESSED BY: WITNESSED BY. WITNESSED BY. tOYR 4/6 NOT AN APD W/BEEHIVE GRATE o 4" GRAVEL AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE LOCATE RIM=11.45 28" 00 ELEV=8.7 PERC. RATE: PERC. RATE: P=6595 C 3 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH FINE SAND 8-10-16 RELOCATE BARN II 10YR 7/4 SOIL EVALUATOR SOIL EVALUATOR 11 " ELEV=1.5 - 114" KIERAN J. HEALY, PLS 22" - 121" 4n" SOIL CLASS: 1 MARK HAGGERTY 144" 'ICAL) / 10" RESSERVE< OODED \ SING 20'x75' 38" '1ti ( 2j pe /Fss� S CsV,� X66 PROPOSED GARAGE GUEST � bE BASEM 3 / 126" �� _ R F. FLLOOOSLAB R 138"144"IND S \ ELEV=0.0 -- ELEV=(-1.0) LLLV=U.0 ELEV=0.0 NEW 12.9 k (N ) DRAM WR AREA PROPOSED DATE• DATE: DATE: DATE: AREA IRRIGA M,_, 0 JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 MARK HAGGERTY & O�� SQA JEANNE RUSSO HAGGERTY TEST BY: TEST BY' THE BSC GROUP THE BSC GROUP TEST BY. THE BSC GROUP TEST BY. THE BSC GROUP 649/71 PRECAST CONCRETE WOODED PARCEL- 102.1 ZONING DISTRICT: 10' SETBACKS: YARD DRAIN SIDE 20' WITNESSED BY: WITNESSED BY. WITNESSED BY. WITNESSED BY: NOT AN APD W/BEEHIVE GRATE o ZONE: AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE LOCATE RIM=11.45 p 00 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: P=6595 UNDER COVER W/GAS BAFFLE 3 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH 8-10-16 RELOCATE BARN II SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR YY 12 KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS -.�• 12.5 SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: 1 MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 1 1 1 L-' 'BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. '\ 12.7 X FILE: P-\pry\4960500\Civil\-Dmwings\49605-03-SP.dwg 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. SHEEP 1 OF 1 JOB, NO: 4-9605.03 BENCHMARK o. STAKE AND NAIL SET BEHING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK (H-1 Q NOT.TO SCALE i NOTES: RAISE AT LEAST ONE COVER TO WITHIN 3" OF FINISHED GRADE THE- HE-1. 1.SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE, RISER SHALL BE 18' HDPE PIPE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 I \ LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION CONC. COVER \ SHALL BE WATERTIGHT. \ 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED F WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK s )LLU t3UUK -1 /SJU, HAUL 4, PLAN BOOK 184, PAGE 131 11.7 X PROPOSED BUILDING SEWER CONTRACTOR TO PROVIDE A MINIMUM SLOPE OF 0.01 Fr/FT. � N J N/F EMI NG 1.500 ROY WILSCHUT ryti TGALLONS SEPTIC REN #17 AUNT EDITHS ROAD ASSESSORS MAP 51 \\S. PARCEL 98 \ DEED BOOK 22662, PAGE 201 PLAN BOOK 184, PAGE 131 X 11.5 \ EDGE OF 11.5 X : \ LEACHING TR12M ®: RETAINI .. \ 16.5' X 70' 'G ::•• \ WALLS : Box a' Q 0 \\� 0" 12.1 X EXISTING \ \�O- S �2 GARAGE ' ODRIVE�WN \\ j0 2,PROPOSED & GUEST X 11.7 J1�1ER GARA ® , �cS`. SEM TANK HOUSE \ ®, \ X 11.6 \ TO BE .51 \\ `•� \� RELOCA 1 N i• \ \ \ sL GARAGE / \ \ \ 12.5 \ SYSTEM PROFILE NOT TO SCALE 4" SCH. 40 PVC -A L=621 FT. JEL OP FOUNDATION 5=0.015 FIRST PIPE LENGTH EXISTING BUILDING TO BE SET LEVEL _ FOR MIN. 2' EL= 2.1± SEWER FINISH GRADE 12' ® S=0.09 4" SCH. 40 PVC 11.6 - 11.8 41' O S=0.02 32' A S= 0.005 LEACHING CHAMBER C7 0 0 0 0 0 0 0 O D 4 I=B 000ccccccc 1=D 1=G cocc00000c I -C i -E I=F H �t, 9 -OUTLET 5.1' SEPARATION 2,000 GALLON DISTRIBUTION SEPTIC TANK BOX NOTE• 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 AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 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 INTERUPTIONS 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 START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). DISTRIBUTION BOX DETAIL (H-20) FILLER.\ 5. FILL ALL UNUSED KNOCKOUTS TS WITH MORTAR. m \ \ NOT TO SCALE T � \ COVER Fes- --- 16-0' 12 \ . f. coNCRETE \ \ RISER X 11. g" EXISTING X 12.5 11. \\ \ TM -1-1 � SHED F \ =11.2 1 *0 4" � y `- I �' (9) 5' DIA. Z.\ rKNOCKOUTS X 12.3 , 13 ` TYP. '\ O \ % 1 O O O �" I I 18" DIA. Co N \ !01 + + �N COVER 1 s j I BOTTOM ON LEVEL IT 6" MINIMUMCROSS-SECTION VIEW o X �2.4 OF ��, 1 1 .6 / STABLE BASE 3/MINIMUM 1/2"I 30' --� CRUSHEDISTONE j / SECTION VIEW CRUSHED STONE j_ SEE ATTACHED VARIANCE REQUEST TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT IN THE ROAD. EXISTING HIGHPOINT 12.7. PROPOSED TOF - 13.7 LOCUS INFORMATION CURRENT OWNER: MARK HAGGERTY & O�� SQA JEANNE RUSSO HAGGERTY TITLE REFERENCE: DEED BOOK 29181, PAGE 29 PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL- 102.1 ZONING DISTRICT: 10' SETBACKS: FRONT 30' SIDE 20' co , REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE SOUTH YARMOUTH ZONE: a 'I ao FEMA FLOOD APRIL 30, 2013 LOCATE ZONE X, ES DESC. DATED 7/16/14PA PANEL 50000587 J INLET TEE 57,494± S.F. OUTLET TEED 40,000 S.F. UNDER COVER W/GAS BAFFLE 3 6. REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN 12 \ . f. coNCRETE \ \ RISER X 11. g" EXISTING X 12.5 11. \\ \ TM -1-1 � SHED F \ =11.2 1 *0 4" � y `- I �' (9) 5' DIA. Z.\ rKNOCKOUTS X 12.3 , 13 ` TYP. '\ O \ % 1 O O O �" I I 18" DIA. Co N \ !01 + + �N COVER 1 s j I BOTTOM ON LEVEL IT 6" MINIMUMCROSS-SECTION VIEW o X �2.4 OF ��, 1 1 .6 / STABLE BASE 3/MINIMUM 1/2"I 30' --� CRUSHEDISTONE j / SECTION VIEW CRUSHED STONE j_ SEE ATTACHED VARIANCE REQUEST TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT IN THE ROAD. EXISTING HIGHPOINT 12.7. PROPOSED TOF - 13.7 LOCUS INFORMATION CURRENT OWNER: MARK HAGGERTY & O�� SQA JEANNE RUSSO HAGGERTY TITLE REFERENCE: DEED BOOK 29181, PAGE 29 PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL- 102.1 ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' SIDE 20' PROFESSIONAL ENGINEER REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE SOUTH YARMOUTH ZONE: NOT A ZONE 11 FEMA FLOOD APRIL 30, 2013 ZONE DISTRICT: ZONE X, ES DESC. DATED 7/16/14PA PANEL 50000587 J EXISTING LOT SIZE: 57,494± S.F. MINIMUM LOT SIZE: 40,000 S.F. ADDL PERK INFOMATION 6+PLAN VIEW \ DWELIJ �� �♦ T� 1SLA8'� NOTES• \ 40 F'F.14.7 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. \ 40#0 1 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 3. FIRST '� 4. FILL ALL TWO KNOCKOUTS 1RTFIMORTAR FEET OF PIPES OUT OF BOX SHALL BE LAID LEVEL \ 1 1 .8 Rj�� \ 4r r 5. CONCRETE COVER SHALL BE SEF WITHIN 6 INCHES OF FINISHED GRADE. X 11.5 DESIGN CALCULATIONS SCHEDULE OF ELEVATIONS 500 GALLON CONCRETE LEACHING CHAMBER (H-20) DESIGN NOT TO SCALE 10 BEDROOMS IN MAIN HOUSE (2 OVER GARAGE)TOP OF FOUNDATION 13.70 A C OBSERVATION LOAM AND SEED PORT ALL DISTURBED AREAS 10 BEDROOMS ® 110 GPD/BEDROOM = 1,100 GPD 4" INVERT AT BUILDING 10.93 B 5" DIA. KNOCKOUT (TYP.) REQUIRED SEPTIC TAN�- -.- TAPER CONC. RISER / K 4" INVERT AT SEPTIC TANK (IN) 10.11 C 1-1 2" - 4" INVERT AT SEPTIC TANK (OUT) 9.86 D I 1/2- DOUBLE WASHED LAYER of 1/8" To 1,100 GPD X 200% = 2,200 GALLONS 4" INVERT AT DISTBOX (IN) 8.93 E o0 od o0 00 00 I T a 0 o O ONE ABOVE CROWN . USE 2,500 GALLON SEPTIC TANK OCA CSO r__1 OO CSD p p O O O OF PIPE SIZE OF RFnuIRFn LEACHING FACILITY 4" INVERT AT DIST. BOX (OUT) 8.76 F O� �� ODD �O o� M, h O� DD DOCS OO OO I i'o� O O O O O W46LE WASHED DESIGN PERC. RATE: <2 MIN/INCH ELEVATIONS AT LEACHING FACILITY: o0 oto 000 00=117-1 + W STONE TO CROWN ` in��� OF PIPE LONG TERN! APPL RATE: 0.74 GPD/SF 1 8•-6- 1,100 GPD - 0.74 GPD/SF = 1,487 SF 4" INV. AT LEACHING CHAMBERS 8.60 G BREAKOUT 9.4 8'-6" 16.-6. SIZE OF LEACHING FACILITY PROVIDED BOTTOM OF LEACHING CHAMBERS 6.60 H USE (8) 500 GALLON CONCRETE CHAMBERS W/4 FT. STONE MEAN HIGH WATER 1.50 J FRONT VIEW SIDE VIEW BOTTOM OF TEST PIT #1 0.00 NOTES: SIDEWALL AREA = 2(70' + 16.5') X 2 346 S.F. i. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. BOTTOM AREA = 70' X 16.5' = 1.155 S.F. 1,501 S.F. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWEU_, MANUFACTURED BY SHOREY OR APPROVED EQUAL 1,501 S.F. X 0.74 GPD/S.F. = 1,110 GPD 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE 1,110 GPD PROVIDED > 1,100 GPD DESIGN (10 GPD RESERVE) 28�P�� C.7 O�� SQA N Gy LOCUS 4z - LOCUS MAP NOT TO SCALE OF MqS ��tN BRIAN G. YERGATIAN CIVIL 9 No. 46206 c Q 90F FG/STEP6 `��4< FsS/ONALE�G BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 NO. DATE DESC. 1 5-31-13 BOH REQ. 2 1-25-16 ADDL PERK INFOMATION 3 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN Yarmouth Health Department PP . VED Name Date PREPARED FOR: MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARKHAGS72®YAH 00. CO M GROUP L-' 'BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 •¢r FILE: P-\pry\4960500\Civil\-Dmwings\49605-03-SP.dwg DWG. NO: 6086-09 SHEEP 1 OF 1 JOB, NO: 4-9605.03