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HomeMy WebLinkAbout83-1946� cue \ U C Zob est- �c`!,�-ow 508 - 3a�- S24g �'1\l 6, J, 0 - q0j - ULI7- 59,42 C�G-�.et� (�• l5 - 15 2o -\y 13�-o-�.h�s S Ccr�S�rruc �;�-n t1eL�� Ccz�klncko� '�6-376 l nn � can..Kccc+v r �- 13- 15 i�2c`�� B A0V\NQ-kS no IV6.0 11 -1s -IS Rec. Com spm �, p\an &Ae� c24. I. 2015 S 1 � WON151-1 +0 C0 n-f+v t^A W O I` �- fW-@ V 1 v_q ez' A D UQ Ko V� . J EXt. L44u2C( +0 dVIIIl^At c"4• 'Io ►1101WI7 . `{-° DSP 77V-�3(- X03,0 re-r-r1�1 seq, >1 ,Com REALTY DEVELOPMENT A S S O C I A T E S CC 12/20/12 HEA LEGA' I D'AntO TOWN OF CONSERVATI� The Yarmou Custom Built ular Homes • Lan evelopment Commission will in s pursuant to Nlgetland Act, M. 1 Rlu ad • PO Box 601 • Sagamore, MA 02.161 Section 40 and th W 312 Taunton Ave. Rt. 140 Norton, NIA Wetland B -law December $9, Town Offices20 P: 508.888.6244 • F: 508.888.4211 • C: 401.44^.5842 , be( Notice Yarmouth, MA -- Notice of Intent Ruth R. Bibace TR 1008 Wharf Lane Yarmouth Por( MA (Map 130 Lot 7) Bu at o septic system within the ���Q �, 5+,�.�12 r.� } QAS�./ji$< Butttter Zone. - 1 Brett and Mark Kristoff, 72 White Cedar Road, West Yarmouth, MA -360- •5640 (Map 9 Lot n Replace foundation and r—O rotate ek ainq house, propose addi.a ch/ tion, deck and control vegetation on a coastal bank and Buller Zone. Dan and Justine Rogers, 244 Blue m Rock Road, Yarmouth MA (Ma 101 er �T`7 se.S .� I- C6 Lay 172) Pro ase steps, elevated walk- S.�.,,np. j) A, l e.�� way, ramp, Pose na w, plantings and J —d1 expantl existing patio within the Rivedront of Bass River.. - Carom Communication Corporation Sea Gull Road Yarmouth, MA (Map 14 Lot 106.1.1) Install a utility bulltling, underground utilities, leaching cham- ber, relocate a fence and existing gen. erator within a floodplain. Howard L. and Mary Jo Safford, 310 South Shore Drive, Yarmouth, MA fMap 26 Lot 1121 Construct a single family dwelling with arope, septic sys- tem, driveway, deep an landscaping within the Buffer Zone to Run Pond. Joseph and Cindy Tdppp 430 Highbank Road Yarmouth, MA. (A�ap 102 Lot 9) Propose pier, ramp and float within Bass River. -. Plans and applications for the above may be examined in the Yarmouth Conservation Commission Office, 1146 Route 28, South Yarmouth, MA. Monday thru Friday, between the hours of 8:45 a.m. and 4:00 p.m. I Ed Hoopes, Chairman Yarmouth Conservation Commission ADk12865687 The Register 12/13112 y�y.„y. ° s � Y „k� h. w to F F4 #{ a ,14 + ,�^ k.�_- 'y% �` ”- r `. E .'�" f «tax a•m me , ,r ?' . .. .t L -1- 1 - Google earth 700 V �. EL RISER WITH COVER PLASTIC ACCESS TO WITHIN CAST IRON COVER 6' BELOW GRADE TO GRADE ELECTRICAL /JUNCTION BOX 12.0 EL { + TO 1ST FLOOR za" 1s"ZTEE T. 0. F. 9' ® 11.0 EL 5 10' TEE �114" Tee and Filterto be installed 3.42 2060 GALLON (H-10) 2 COMPARTMENT -MONO TANK I WATERPROOFED SEPTIC TANK 1500 GALLON SEPTIC TANK/ 500 GALLON PUMP CHAMBER 6" STONE OR (Shorey Precast made to order unit) :r•>;.>;..;, ;- ;•. •:>..',-s>;;';:.",,.» COMPACTED BASE NOTES 1. 4/10 HP SEWER EJECTION PUMP 2. FLOAT SHOULD BE INSTALLED TO BE REACHED FROM MAN -HOLE COVER 3. 3 FLOAT SYSTEM WITH ALARM, FLOATED OFF A STAINESS STEEL BRACKET 4. ELECTRICAL WORK TO BE COMPLETED BY A LICENCED ELECTRICIAN, UNDER PERMIT 5. PUMP MUST BE POWERED BY A CIRCUIT SEPARATE FROM THE ALARM. 6. DESIGN FLOW 220 DOSING REQUIREMENT 4 CYCLE/DAY 55 GAL = 5.5" 7. STORAGE 242 GAL KEY PROPOSED CRATE ELEVAMIN-a O GAS O WATER OEECTRICAL I u MAG/S N RESERVE AREA 383.SQ.FT. , O 0 JUNCTION BOX (ALL ELECTRICAL CONNECTIONS FOR PUMPS AND FLOATS TO BE MADE INSIDE) 24" CAST IRON COVER TO GRADE FLOAT BRACKET I 2'-9" I 12'-10" 2000 GALLON H10 2 COMPARTMENT - MONO TANK WATERPROOFED SEP1IC TANK re, "I'll rAAui An,n c,I 1A, 1..", nuwucaro- SOr'ertny 1Ye9_ 66,611 +/- SF 1.53 +/- AC M; TPICAL Io 56 10.0 EL SLAB 0� Gz � �y0 T" \LVE" v T TH®4 O 0 LO 10' ry 0 & M AI ca PRIMARY AREA 300 SQ.FT. SOUTH SHORE DRIVE COVER WITH RISER WITHIN 6" OF FINAL GRADE 2 IN. PVC SCH/40 PIPE TO BE LEVEL PRESSURE PIPE FFOR 2' OUT OF D -BOX AND FITTINGS I 8.58 1 9 HOLE H-20 D -BOX DEED RESTRICTION REQUIRED FOR 2 BEDROOM HOUSE RECORDED IN BARNSTABLE COUNTY REGISTRY OF DEEDS SYSTEM DESIGN CALCULATIONS System Design: 2 Bedrooms Not designed for a garbage grinder Design Daily Sewage Flow: 220 GPD Required Septic Tank Storage: 220 GPD x 200% = 440 GPD Use: 1500 gallon H-10 Mono Waterproofed Septic Tank Use: 500 Gallon Waterproofed Pump Chamber Use: 9 hole H-20 Dbox Soil Absorption System Capacity: Required sqft for Primary: 297.3 sq/ft Provided sqft for Primary: 300 sq/ft Bed area 12' x 25' 300 sq/ft x .74 = 222 GPD Reserve: 383 sq/ft Notes: 1. 40 ml liner to be placed on south side pf S.A.S., top of liner at elevation 8.5 and bottom of liner at elevation 7.0 2. A 5' overdig will be required to remove all unsuitcble material to the top of the C1 layer as shown on test holes #3 and #4. The overdig is to be inspected by the designer and B.O.H.. Variance: A variance is requested from the Town Sub -Surface Sewage Disposal Regulation 3.7: "No ''fill shall be deposited when the water table is within four (4) feet of the original grade." A variance is requested to allow deposit of fill (existing) with observed/adjusted water at original grade of lot. Existing fill is 5-6 feet, proposed additional fill (+/-) 2 feet. Approved: Board of Health Meeting on 1/28/13. 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 1 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00: TITLE V. 3. DESIGNER TO INSPECT & CERTIFY OVER - DIG AND FINAL INSPECTION BEFORE BACKFILL. 4. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 5. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. I 6. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 7. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 8. UNSUITABLE MATERIAL FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S., AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S.. 9. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18"1 PLASTIC RISER 'PIPES, THESE TOO SHALL BE MORTARED IN PLACE. THE FOLLOWING INSPECTIONS REQUIRE BY THE DESIGNER: 1. THE 5' OVERDIG IS TO BE INSPECTED BY THE DESIGNER AND THE BOH. 2. FINAL INSPECTION FOR INSTALLATION OF ALL COMPONENTS PRIOR TO BACKFILLING. 3. A CLEAN WATER TEST IS TO BE PERFORMED ON THE PUMP SYSTEM. 4. INSPECTION OF RETAINING WALL AND FLOW BARRIER INSTALLATION. 4. FINAL GRADING INSPECTION. I. P. ON EACH ROW F. G. @ 10.5 �� BOTTOM �1 �14) ADS/ARC 36 LP I EL 8.00 34 x 60"x 8" (each unit) 12' X 25' bed configuration - NO STONE 5.07 A.G.W. el ® 2.93 Test hole information provided by the Town of Yarmouth Health Department. TEST HOLE LOG Groundwater Observed In DATE: 7-12-06 TH-2 0 72"; MIW-29. June 27, TEST BY: HorsleyWett2006, Zone A(6.02'), Adj=0.3' en Observed water CD WITNESSED BY: Amy Von Hone EL 1.31/Adj water 0 EL 1.61. TEST HOLE # 1 TEST HOLE 4 2 n 7 79 EL 72" 120" FILL AGW 0 EL 2.09' WATER 0 72" EL 1.79' C1 0 7.31 EL Fill 72" 1.31 EL C1 MEDIUM SAND 10YR 5/1 AGW @ EL 1.61' WATER ® 72" EL 1.31' 78" erc 0.81' C2 MED. SAND 10YR 2/1 1.99 EL 84" -2.01 EL 120" Gravity Dewatering Perc Test 11-21-06 TEST HOLE # A 0" 7 74 EL 60" 72" 108" 120" FILL B MED. C. SAND 10YR 3/4 C1 MED. C. SAND 10YR 5/6 AGW 0 EL 2.04' WATER ® 72" EL 1.74' 90" perc 0.24' C2 FINE SAND 2.5Y 7/3 2.74 EL 1.74 EL 0.31 EL 1 -2.69 ELI Note: Entire lot in Flood Zone A-11. Flood elevation 10. -1.26 E -2.26 EL Deep hole dewatered, found area of original soils above ground water and that area was perced. perc rate <2 min per inch B ED #1 � �', BATH I.. ... .. KITCHEP .............. GARAGE - s MTftN __°`___ 97UNDR BATH CAPD oReNmcSTUDY MNG BED #2 UTILI PROPOSED FLOOR PLAN »oT s1 ILL SUI ROOM SURVEYED BY, TERRY WARIER, PLS 22 LONG RD, RW1CH, MA (508)4323309 0 F PAg TERF sF� i S WARNR N c N Z;m g 7/11 ti�b old Ma'�r Mair S ' O wlfj � � R(y So. Shore Dr. Monitoring Well Data during the month of February 2013: Measurements taken within 30 minutes of high or low tides. Top of Monitoring Pipe 11.59 EL High Tide Low tide Date Time Well Reading Time Well Reading Ja Inches EC K DRAWN BY: Inches EDROOM 2-12-13 WELLING 110" L FOUNDATION .O.F 11.0 EL M 1st Floor 2-13-13 12.0 EL 110" 2.43 o SLAB SHEET NUMBER: 1 of 2 b 10.0 EL 9LS 3:53 PM TPICAL Io 56 10.0 EL SLAB 0� Gz � �y0 T" \LVE" v T TH®4 O 0 LO 10' ry 0 & M AI ca PRIMARY AREA 300 SQ.FT. SOUTH SHORE DRIVE COVER WITH RISER WITHIN 6" OF FINAL GRADE 2 IN. PVC SCH/40 PIPE TO BE LEVEL PRESSURE PIPE FFOR 2' OUT OF D -BOX AND FITTINGS I 8.58 1 9 HOLE H-20 D -BOX DEED RESTRICTION REQUIRED FOR 2 BEDROOM HOUSE RECORDED IN BARNSTABLE COUNTY REGISTRY OF DEEDS SYSTEM DESIGN CALCULATIONS System Design: 2 Bedrooms Not designed for a garbage grinder Design Daily Sewage Flow: 220 GPD Required Septic Tank Storage: 220 GPD x 200% = 440 GPD Use: 1500 gallon H-10 Mono Waterproofed Septic Tank Use: 500 Gallon Waterproofed Pump Chamber Use: 9 hole H-20 Dbox Soil Absorption System Capacity: Required sqft for Primary: 297.3 sq/ft Provided sqft for Primary: 300 sq/ft Bed area 12' x 25' 300 sq/ft x .74 = 222 GPD Reserve: 383 sq/ft Notes: 1. 40 ml liner to be placed on south side pf S.A.S., top of liner at elevation 8.5 and bottom of liner at elevation 7.0 2. A 5' overdig will be required to remove all unsuitcble material to the top of the C1 layer as shown on test holes #3 and #4. The overdig is to be inspected by the designer and B.O.H.. Variance: A variance is requested from the Town Sub -Surface Sewage Disposal Regulation 3.7: "No ''fill shall be deposited when the water table is within four (4) feet of the original grade." A variance is requested to allow deposit of fill (existing) with observed/adjusted water at original grade of lot. Existing fill is 5-6 feet, proposed additional fill (+/-) 2 feet. Approved: Board of Health Meeting on 1/28/13. 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 1 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00: TITLE V. 3. DESIGNER TO INSPECT & CERTIFY OVER - DIG AND FINAL INSPECTION BEFORE BACKFILL. 4. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 5. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. I 6. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 7. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 8. UNSUITABLE MATERIAL FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S., AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S.. 9. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18"1 PLASTIC RISER 'PIPES, THESE TOO SHALL BE MORTARED IN PLACE. THE FOLLOWING INSPECTIONS REQUIRE BY THE DESIGNER: 1. THE 5' OVERDIG IS TO BE INSPECTED BY THE DESIGNER AND THE BOH. 2. FINAL INSPECTION FOR INSTALLATION OF ALL COMPONENTS PRIOR TO BACKFILLING. 3. A CLEAN WATER TEST IS TO BE PERFORMED ON THE PUMP SYSTEM. 4. INSPECTION OF RETAINING WALL AND FLOW BARRIER INSTALLATION. 4. FINAL GRADING INSPECTION. I. P. ON EACH ROW F. G. @ 10.5 �� BOTTOM �1 �14) ADS/ARC 36 LP I EL 8.00 34 x 60"x 8" (each unit) 12' X 25' bed configuration - NO STONE 5.07 A.G.W. el ® 2.93 Test hole information provided by the Town of Yarmouth Health Department. TEST HOLE LOG Groundwater Observed In DATE: 7-12-06 TH-2 0 72"; MIW-29. June 27, TEST BY: HorsleyWett2006, Zone A(6.02'), Adj=0.3' en Observed water CD WITNESSED BY: Amy Von Hone EL 1.31/Adj water 0 EL 1.61. TEST HOLE # 1 TEST HOLE 4 2 n 7 79 EL 72" 120" FILL AGW 0 EL 2.09' WATER 0 72" EL 1.79' C1 0 7.31 EL Fill 72" 1.31 EL C1 MEDIUM SAND 10YR 5/1 AGW @ EL 1.61' WATER ® 72" EL 1.31' 78" erc 0.81' C2 MED. SAND 10YR 2/1 1.99 EL 84" -2.01 EL 120" Gravity Dewatering Perc Test 11-21-06 TEST HOLE # A 0" 7 74 EL 60" 72" 108" 120" FILL B MED. C. SAND 10YR 3/4 C1 MED. C. SAND 10YR 5/6 AGW 0 EL 2.04' WATER ® 72" EL 1.74' 90" perc 0.24' C2 FINE SAND 2.5Y 7/3 2.74 EL 1.74 EL 0.31 EL 1 -2.69 ELI Note: Entire lot in Flood Zone A-11. Flood elevation 10. -1.26 E -2.26 EL Deep hole dewatered, found area of original soils above ground water and that area was perced. perc rate <2 min per inch B ED #1 � �', BATH I.. ... .. KITCHEP .............. GARAGE - s MTftN __°`___ 97UNDR BATH CAPD oReNmcSTUDY MNG BED #2 UTILI PROPOSED FLOOR PLAN »oT s1 ILL SUI ROOM SURVEYED BY, TERRY WARIER, PLS 22 LONG RD, RW1CH, MA (508)4323309 0 F PAg TERF sF� i S WARNR N c N Z;m g 7/11 ti�b old Ma'�r Mair S ' O wlfj � � R(y So. Shore Dr. Monitoring Well Data during the month of February 2013: Measurements taken within 30 minutes of high or low tides. Top of Monitoring Pipe 11.59 EL High Tide Low tide Date Time Well Reading Time Well Reading Inches EL DRAWN BY: Inches EI 2-12-13 2:20 PM 110" 2.43 2-13-13 3:06 PM 110" 2.43 DATE: 10-12-12 3-5-13 SHEET NUMBER: 1 of 2 REVISION: 2-14-13 3:53 PM 104" 2.93 1-20-13 1-16-14 N©, i3^22 2-15-13 4:40 PM 104" 2.93 MA 02675 �� `:!�_ 1 ' 2-16-13 11:16 AM 107" 2.67 2-18-13 1:05 PM 110" 2.43 2-19-13 2:03 PM 112" 2.26 2-22-13 10:42 AM 107" 2.67 Full Moon Storm Surge Tide 2-27-13 1:56 PM 101" 3.17 TEST HOLE LOG DATE: 2-5-13 TEST BY: Michael O'Loughlin WITNESSED BY: Amy Von Hone TEST HOLE # 3 TEST HOLE 4 4 0„ q_R7 FI 0" G n I 120" UNSUITABLE FILL WATER 0 108" EL .87' C1 10YR 6/1 -0.13 EL 108" UNSUITABLE FILL M. W. 2-15-13 104" 2.93 EL AGW 0 1.9' WATER 0 80" EL .84' Cl 10YR 6/1 120" -2.5 EL 150" -2.63 EL Groundwater Observed In TH-4 ® 80"; MIW-29. January 01, 2013, Zone A(8.54'), Adj=1.9' Observed water 0 - EL .84'/Adj water 0 EL 2.74 Yarmouth Conse rvauc., Commi=E sion LE 2 7 2014 f IVE 2.74 EL -1.5 EL Inches EL DRAWN BY: Inches EI 2-12-13 2:20 PM 110" 2.43 2-13-13 3:06 PM 110" 2.43 DATE: 10-12-12 3-5-13 SHEET NUMBER: 1 of 2 REVISION: 2-14-13 3:53 PM 104" 2.93 1-20-13 1-16-14 N©, i3^22 2-15-13 4:40 PM 104" 2.93 MA 02675 �� `:!�_ 1 ' 2-16-13 11:16 AM 107" 2.67 2-18-13 1:05 PM 110" 2.43 2-19-13 2:03 PM 112" 2.26 2-22-13 10:42 AM 107" 2.67 Full Moon Storm Surge Tide 2-27-13 1:56 PM 101" 3.17 2-27-13 7:43 AM 7:43 PM 93" 3.85 TEST HOLE LOG DATE: 2-5-13 TEST BY: Michael O'Loughlin WITNESSED BY: Amy Von Hone TEST HOLE # 3 TEST HOLE 4 4 0„ q_R7 FI 0" G n I 120" UNSUITABLE FILL WATER 0 108" EL .87' C1 10YR 6/1 -0.13 EL 108" UNSUITABLE FILL M. W. 2-15-13 104" 2.93 EL AGW 0 1.9' WATER 0 80" EL .84' Cl 10YR 6/1 120" -2.5 EL 150" -2.63 EL Groundwater Observed In TH-4 ® 80"; MIW-29. January 01, 2013, Zone A(8.54'), Adj=1.9' Observed water 0 - EL .84'/Adj water 0 EL 2.74 Yarmouth Conse rvauc., Commi=E sion LE 2 7 2014 f IVE 2.74 EL -1.5 EL SEPTIC PLAN DRAWN BY: MARYBETH MCKENZIE REGISTERED SANITARIAN 15 LOCATION: 310 South Shore Drive, So. Yarmouth, MA PREPARED FOR: Howard Safford SCALE: 1" = 20' MAP: 26 PARCEL: 112 h4C0aNZI DATE: 10-12-12 3-5-13 SHEET NUMBER: 1 of 2 REVISION: 12-20-12 1-1-14 1-20-13 1-16-14 N©, i3^22 2-28-13 GfSTE�`� J. O'LOUGHLIN INC. 714 MAIN STREET, YARMOUTH PORT, (508) 362-4942 MA 02675 �� `:!�_ 1 ' � 11.5 EL TO IST FLOOR T. 0. F. ® 10.5 EL 9.4 8.33 COVER WITH RISER 6 " BELOW GRADE 18" OR 24" CAST IRON COVER TO GRADE LEVEL 10" TEE 8.08 14" TEE & lr FILTER TO BE INSTALLED <� 1500 GALLON H-10 SEPTIC TANK Notes: 1. The existing fill may be used if it meets 310 CMR requirements. If it doesn't then a 5' overdig will have to be done to the top of the C1 layer. 2. 4 test holes must be completed to verify that no unsuitable material is present in the primary SAS location. The designer and an agent from the Yarmouth B.O.H are to witness the test holes. COVER WITH RISER WITHIN 6" OFI FINAL GRADE V PIPE TO BE LEVEL FOR 2' OUT OF D -BOX / D -BOX � � X7.87 8.04 H-20 -6" COMPACT STONE OR COMPACTED BASE Variance: A variance is requested from the Town Sub -Surface Sewage Disposal Regulation 2.17(8): Where a depth of at least 4 feet of pervious material is natural soil, and can be maintained below the bottom of the leaching area. The variance requested is for the system to be to be placed in .the existing fill. 7'76 (31) Quick 4 Plus Standard Infiltrators 34" x 48"x 12" (each unit) bed configuration - NO STONE F.G.®10.0 BOTTOM EL 7.09 5' Adj. G.W. el 02.09 SYSTEM DESIGN CALCULATIONS System Design: 3 Bedrooms Not designed for a garbage grinder Design Daily Sewage Flow: 330 GPD Required Septic Tank Storage: 330 GPD x 200% = 660 GPD Use: 1500 gallon H-10 Mono Septic Tank Soil Absorption System Capacity: Primary: For new construction 400 sq/ft required with the use of Quick 4 Plus Standard Infiltrators in a bed --nfigurotion. DVided sqft for Primary. 34 units (3' x 4') = 408 sq/ft units x 4' (L) x 4.73 sf/If x .74 = 476 GPD serve: 499 sq/ft 1.58 - , , I =erm G BASIN SHORE MAG/DRIVE SET BED BATH KITCHEN BED BED LIVING B ATH FLOOR PLAN nts GENERAL NOTES 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V. 3. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM UPGRADE. 4. DESIGNER TO INSPECT & CERTIFY OVER - DIG, WHEN REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL. 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. IF UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S. AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING, 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S.. 10. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. ,10 to O 41111 n R � So. Shore Dr. TEST HOLE LOG DATE: 7-12-06 TEST BY: Horsley Wetten WITNESSED BY: Amy Von Hone TEST HOLE # A 0" 60" 72" 108" 120" FILL B MED. C. SAND 10YR 3/4 MED. C. SAND C1 10YR 5/6 AGW ® EL 2.04' WATER 0 72" EL 1.74' 90" perc 0.24' C2 FINE SAND 2.5Y 7/3 deep hole dewatered found area of original soils above ground water and that area was perced. perc rate <2 min per inch TEST HOLE # 1 0" FILL AGW ®EL 2.09' 72" WATER 0 72" EL 1. C1 120" 7.74 EL 2.74 EL n Test hole information provided by the Town of Yarmouth Health Department. 1.74 EL Groundwater Observed in TH-2 0 72"; MIW-29. June 27, 2006, Zone A(6.02'), Adj=0.3' Observed water EL 1.31/Adj water 0 EL 1.61. -1.26 EL -2.26 EL TEST HOLE # 2 0" .79 EL 72" 84" 1.99 EL 120" -2.01 EL Fill C1 MEDIUM SAND 10YR 5/1 AGW ®EL 1.61' WATER 0 72" EL 1.31' 78" perc 0.81' C2 MED. SAND 10YR 2/1 �L-'S3- Iay6 Apb uec1 Plan 7.31 EL 1.31 EL I 0.31 EL I 11.5 EL TO 1ST FLOOR T. 0. F. 0 10.5 EL 9.4 8.33 COVER WITH RISER 6 " BELOWI GRADE \ t y 18" OR 24" CAST IRON COVER TO GRADE LEVEL 10" TEE B.oa 14" TEE & lr FILTER TO BE INSTALLED 3.73 1500 GALLON H-10 SEPTIC TANK Notes: 1. The existing fill may be used if it meets 310 CMR requirements. If it doesn't then a 5' overdig will have to be done to the top of the C1 layer. 2. 4 test holes must be completed to verify that no unsuitable material is present in the primary SAS location. The designer and an agent from the Yarmouth B.O.H are to witness the test holes. COVER WITH RISER WITHIN 6" OFI FINAL GRADE Y PIPE TO BE LEVEL FOR 2' OUT OF D -8)X .87 8.04 6" COMPACT STONE OR COMPACTED BASE Variance: A variance is requested from the Town Sub -Surface Sewage Disposal Regulation 2.17(B): Where a depth of at least 4 feet of pervious material is natural soil, and can be maintained below the bottom of the leaching area. The variance requested is for the system to be to be placed in the existing fill. 7'76 (31) Quick 4 Plus Standard Infiltrators 34" x 48"x 12" (each unit) bed configuration - NO STONE F. G. ® 10.0 F_ BOTTOM EL 7.09 5' Adj. G.W. el 02.09 SYSTEM DESIGN CALCULATIONS System Design: 3 Bedrooms Not designed for a garbage grinder Design Daily Sewage Flow: 330 GPD Required Septic Tank Storage: 330 GPD x 200% = 660 GPD Use: 1500 gallon H-10 Mono Septic Tank Soil Absorption System Capacity- Primary- apacityPrimary- For new construction 400 sq/ft required with the use of Quick 4 Plus Standard Infiltrators in a bed ---if! uration. )Vided sqft for Primary. 34 units (3' x 4') = 408 sq/ft units x 4' (L) x 4.73 sf/If x .74 = 476 GPD serve: 499 sq/ft SHORE DRIVE BASIN MAG/SET BED BATH KITCHEN BED BED LIVING B ATH FLOOR PLAN nts GENERAL NOTES 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION, 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V. 3. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM UPGRADE. 4DESIGNER TO INSPECT & CERTIFY OVER - DIG, WHEN REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL. 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 7. THE TOP OF ALL SYSTEM COMPONENTS SHALL RE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. IF UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S. AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING 310CMR 15255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S.. 10. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES, THESE TOO.SHALL BE MORTARED IN PLACE. Ola Mom St Main 0 O �R So. Shore Dr. TEST HOLE LOG DATE: 7-12-06 TEST BY. Horsley Wetten WITNESSED BY: Amy Von Hone TEST HOLE 4 0" 60" 72" 108" 120" FILL B MED. C. SAND 10YR 3/4 MED. C. SAND C1 tOYR 5/6 AGW 0 EL 2.04' WATER 0 72" EL 1.74' 90" perc 0.24' C2 FINE SAND 2.5Y 7/3 deep hole dewatered found area of original soils above ground water and that area was perced. perc rate <2 min per inch TEST HOLE # 1 0" FILL AGW ® EL 2.09 72" WATER ® 72" EL Cl 120" 7.74 EL 2.74 EL Test hole information provided by the Town of Yarmouth Health Department. 1.74 EL Groundwater Observed in TH-2 0 72"; MIW-29. June 27, 2006, Zone A(6.02'), Adj=0.3' Observed water EL 1.31/Adj water C EL 1.61. -1.26 EL -2.26 EL TEST HOLE # 2 0" .79 EL 72" 84" 1.99 EL 120" -2.01 EL Fill Cl MEDIUM SAND 10YR 5/1 AGW ® EL 1.61' WATER ® 72" EL 1.31' 78" perc 0.81' C2 MED. SAND 10YR 2/1 7.31 EL I SURVEYED BY: DRAWN BY: TERRY WARNER, PLS SEWAGE PLAN MARYBETH MCKENZIE 22 LONG RD, HARWICH, MA LOCATION: 310 South Shore Drive, So. Yarmmouth, MA REGISTERED SANITARIAN (508)432-8309 PREPARED FOR: Howard Safford �. pVZHOFMggsgc ° TERgY At41 SCALE: 1" = 20' MAP: 26 PARCEL: 112 WARilEP. mcp" No. 30 21 e' �. ,s� .� SHEET NUMBER: 1 of 2 DATE: 10-12-12 a y .sem f X22 t,, ia//�s,_ REVISION: 12-20-12 C/ J. O'LOUGHLIN INC.S,FO/STERE 714 MAIN STREET, YARMOUTH PORT, MA 02675 (508) 362-4942 r � n, 5�k3- qy� At��) .,4w�9 a0 1.31 EL I 0.31 EL I -2.69 E T 18" OR 24" CAST IRON COVER WITH RISER 6 COVER TO GRADE LEVEL BELOW GRADE 12.0 EL Y TO 1ST FLOOR 9.3 T. 0. F. ® 11.0 EL I I 8.05 4" TEE & FILTER TO BE 8.3 INSTALLED ;, . ;:.;.,a; ts:: a :Yvs,'.y.;,,v <.:'.• <ia:1 3.72 1500 GALLON H-10 MONO WATERPROOFED SEPTIC TANK 6" STONE OR -+COMPACTED BASE 650 GALLON H2O PUMP CHAMBER (6 x 81") WITH A 24" OPENING WATERPROOFED JUNCTION BOX (ALL ELECTRICAL CONNECTIONS FOR PUMPS AND FLOATS 26" CAST IRON COVER TO BE MADE INSIDE) TO GRADE HOISTING CABLE "QUICK DISC ONN EC Y' 6 3/8 "BLEEDER HOLE "CHECK VALVE" ALARM ON 4.98 FUS N PUMP OFF 4.17 NOTES 1. USE A 4/10 HP SEWER EJECTION PUMP 2. FLOAT SHOULD BE INSTALLED TO BE REACHED FROM MAN -HOLE COVER 3. 3 FLOAT SYSTEM WITH ALARM FLOATED OFF STAINESS STEEL BRACKET 4. ELECTRICAL WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN UNDER AN ELECTRICAL PERMIT. 5. PUMP MUST BE POWERED BY A CIRCUIT SEPARATE FROM THE CIRCUIT TO THE ALARM PANEL. KEY PROPOSED ORALE ELEVATON O GAS O WATER OEtE:TRiCAL N 9.68 - / 7.93 STORAGE AND DOSING CALCULATIONS FOR A 650 GALLON H-20 PUMP CHAMBER DESIGN FLOW: 330 GPD DOSNG REQUIRED: 4 CYCLES/DAY (SAND) 330 : 4 = 82.50 GALLONS CYCLE STORAGE PROVIDED INV (IN) EL 7.93' PUMP ON EL 4.75' DIFFERENCE = 3.18' 3.51 V= 3.141 X 5 X 3.18 = 49.94 C U/FT 2.93 B OF PC 49.94 CU/FT X 7.5 GAL/CU-FT = 375 GALLONS B'VIN-' 0 421 BV,A1_9 4,03 4.'0 8 B `PJJ-o ev,y41 orgerin 42 O,nv Qt 3._S �e9 area wetland E 42avvr-s 8 3.51 B VN! -11 4 3.07 66,611 +/- SF m VW -13 3.07 3.90 1.53 +/- AC 2 m o a System Design: 3 Bedrooms 10" TEE see details of pump chamber below Not designed for a garbage grinder s Design Daily Sewage Flow: 330 GPD r--------------- Required Septic Tank Storage: 330 GPD x 200% = DECK 56 29'' RAMP 3 BEDROOM Use: 9 hole H-20 Dbox Soil Absorption System Capacity: 2-13-13 Primary: For new construction 400 sq/ft required with the use of Quick 4 Plus Standard Infiltrators FULL FOUNDATION configuration. AG/SET o m 2 C AR T.O.F 11.0 EL 34 units x 4 If/unit = 136 If x 4.73 sqft/If 3 0 GARAGE 112 I Reserve: 499 sqft ,OEL 0 11.67 EL 104" 2.93 SLAB 10.0 EL 2-16-13 P7 10.0 EL o- o 10' RAMP SLAB Z I 1p \ - _________ 1:05 3.14 ry�m ----------------- E/P'E oR/i EL 40 ml liner 10 ee note #1 Stone Wau::,cz 6.59 Bench BASIN i N S3°I<30" Mark (not connected to other basins ®7.68 per D.P.W. Plans) 65I STI'^/�P.AIN SAS PRIMARY See Notes SOUTH 5AE\ or Pay 6,46 e...-�.✓ge-m 1.58 SHORE X 1.60 DRIVE 1 I Gs/SET 24" C. I. COVER TO GRADE LEVEL \ 8.35 13Y7: :Y:a:'::i;• {R:a:: y7:a:? 2.93 650 GALLON H-20 WATERPROOFED PUMP CHAMBER (11,492 LBS) 19 7_io COVER WITH RISER WITHIN 6" OF FINAL GRADE y PIPE TO BE LEVEL FOR 2' OUT OF D -BOX -17 11' 11 I 11 8.71 8.88 9 HOLE H-20 D -BOX SYSTEM DESIGN CALCULATIONS System Design: 3 Bedrooms 10" TEE see details of pump chamber below Not designed for a garbage grinder Design Daily Sewage Flow: 330 GPD \ 8.35 13Y7: :Y:a:'::i;• {R:a:: y7:a:? 2.93 650 GALLON H-20 WATERPROOFED PUMP CHAMBER (11,492 LBS) 19 7_io COVER WITH RISER WITHIN 6" OF FINAL GRADE y PIPE TO BE LEVEL FOR 2' OUT OF D -BOX -17 11' 11 I 11 8.71 8.88 9 HOLE H-20 D -BOX SYSTEM DESIGN CALCULATIONS System Design: 3 Bedrooms EL Not designed for a garbage grinder Design Daily Sewage Flow: 330 GPD EI Required Septic Tank Storage: 330 GPD x 200% = 660 GPD Use: 1500 gallon H-10 Mono Waterproofed Septic Tank Use: 650 Gallon Waterproofed Pump Chamber Use: 9 hole H-20 Dbox Soil Absorption System Capacity: 2-13-13 Primary: For new construction 400 sq/ft required with the use of Quick 4 Plus Standard Infiltrators in a bed configuration. Provided sqft for Primary: 34 units (3' x 4') = 408 sqft 34 units x 4 If/unit = 136 If x 4.73 sqft/If = 643.28 sqft 643 sqft x .74 = 476 GPD 104" Reserve: 499 sqft Notes: 1. 40 ml liner to be placed on south side of S.A.S., top of liner at elevation 10.0 and bottom of liner at elevation 6.0 . 2. A 5' overdig will be required to remove all unsuitable material to the top of the C1 layer as shown on test holes #3 and #4. The overdig is to be inspected by the designer and B.O.H.. 3. The elevation at the top of the stone wall is to 10.0 and the bottom of the stone wall elevation is to be 8.0. Variance: A variance is requested from the Town Sub -Surface Sewage Disposal Regulation 3.7: "No fill shall be deposited when the water table is within four (4) feet of the original grade." A variance is requested to allow deposit of fill (existing) with observed/adjusted water at original grade of lot. Existing fill is 5-6 feet, proposed additional fill (+/-) 2 feet. Approved: Board of Health Meeting on 1/28/13. GENERAL NOTES 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM IS TO BE INSTALLED IN WITH 310 CMR 15.00:TITLE V. 3. DESIGNER TO INSPECT & CERTIFY OVER - DIG AND FINAL INSPECTION BEFORE BACKFILL. 4. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 5. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 6. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 7. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER _AND .THE BOARD OF HEALTH. 8. UNSUITABLE MATERIAL FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S., AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S.. 9. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING' 18 PLASTIC RISER PIPES,-' THESE TOO SHALL BE MORTARED IN PLACE. a_94 Shell Parking /DRAIP .Are❑ zos 6.46 5.96 BASIN THE FOLLOWING INSPECTIONS ARE REQUIRE BY THE DESIGNER: 1. THE 5' OVERDIG IS TO BE INSPECTED BY THE DESIGNER AND THE BOH. 2. FINAL INSPECTION FOR INSTALLATION OF ALL COMPONENTS PRIOR TO BACKFILLING. 3. A CLEAN WATER TEST IS TO BE PERFORMED ON THE PUMP SYSTEM. 4. INSPECTION OF RETAINING WALL AND FLOW BARRIER INSTALLATION. 5. FINAL GRADING INSPECTION. 6. STAKE WALL AND SYSTEM PRIOR TO CONSTRUCTION. F. G. 0 10.6 TOP ® 8.93 BOTTOM Wiw- !ill 911: NME (34) Quick 4 Plus Standard Infiltrators EL 7.93 34 x 48"x 12" (each unit) bed configuration - NO STONE 5' A.W. el G. ®2.93 , Test hole information provided by the Town of Yarmouth Health Department. ST HOLE LOG Groundwater Observed In TE DATE: ST HOLE 6 TH-2 ® 72 MIW-29. June 27. 2006, Zone X(6.02'), Adj=0.3' TEST BY: Horsley Wetten Observed water WITNESSED BY: Amy Von Hone EL 1.31/Adj water 0 EL 1.61. TEST HOLE #1 TEST HOLE # 2 77.79 EL 0" 7.31 EL Fill 72" 1.31 EL C1 MEDIUM SAND 1OYR 5/1 AGW O EL 1.61' WATER ® 72" EL 1.31' 78" perc C2 MED. SAND 10YR 2/1 1 72" 120" FILL AGW 0 EL 2.09' WATER ® 72" EL 1.79' C1 1.99 EL 84" -2.01 EL 120" Gravity Dewoterino Pe -c Test 11-21-06 TEST HOLE # A 0" 7 74 EL 60" 72" 108" 120" FILL B MED. C. SAND 10YR 3/4 MED. C. SAND C1 10YR 5/6 AGW®EL 2.04' WATER ®72" EL 1.74' 90" perc 0.24' C2 FINE SAND 2.5Y 7/3 2.74 EL 1.74 EL -1.26 E -2.26 EL Deep hole dewatered, found area of original soils above ground water and that area was perced. perc rate <2 min per inch 0.31 EL -2.69 ELI Note: Entire lot in Flood Zone A-11. Flood elevation 10. GEOCLOTH TOP OF 40 ML LINER 10.0 BOTTOM OF LINER 6.0 TOP OF WALL 10.0 EL Steel Reinforced 8" Concrete Block Retaining Wall Faced with Natural Stone BOTTOM OF WALL ylll 8.0 EL 10"x 24" Footing with #5 Rebar Profile of 71' Stone Wall rp O G wiFjn Rd SO. Shore Dr. Monitoring Well Data during the month of February 2013: Measurements taken within 30 minutes of high or low tides. Top of Monitoring Pipe 11.59 EL High Tide Low tide Date Time Well Reading Time Well Reading TEST HOLE LOG DATE: 2-5-13 TEST BY: Michael O'Loughlin S. E. WITNESSED BY: Amy Von Hone TEST HOLE # 3 TEST HOLE # 4 n" n av ri 0" 7r FI I 120" 1 150" UNSUITABLE FILL WATER 0 108" EL .87' C1 FINE SAND 10YR 6/1 -0.13 EL 108" 120' �J -2.63 EL Groundwater Observed in TH-4 ® 60"; MIW-29. January 01, 2013, Zane A(8.543), Adj=1.9' Observed water EL 0.9'/Adj water 0 EL 2.8 UNSUITABLE FILL M. W. 2-15-13 104" 2.93 EL 1.9' AGW®2.8EL WATER ®80" EL 0.9' C1 FINE SAND 10YR 6/1 BED 'BA KITCHEN -1.5 EL 1 -2.5 EL I BED BED LIVING FB ATH SUN FLOOR PLAN ROOM r -. nts SURVEYED BY: DRAWN BY: SEPTIC PLAN TERRY WARNER, PLS MARYBETH MCKENZIE 22 LONG RD. HARWCH, NIA LOCATION: 310 South Shore Drive, So. Yarmouth, MA REGISTERED SANITARIAN (508)432-8309 PREPARED FOR: Howard Safford 0� TERRY yG. SCALE: 1 = 20' MAP: 26 PARCEL: 112 ANN WARNER DATE: 0-12-12 1AARYB tH No. 38721 g SHEET NUMBER: 1 of 2 REVISION: 12-20-12 3-20-1 PIC 1-20-13 3-20-13 1$ FS;yJ,'4 2-28-13 4-5-13 J. O'LOUGHLIN INC.A� 9FftTER�� tl'�f 3 714 MAIN STREET, YARMOUTH PORT, MA 02675 � �" 7 (508) 362-4942 Lj ���,� Inches EL Inches EI 2-12-13 2:20 PM 110" 2.43 2-13-13 3:06 PM 110" 2.43 2-14-13 3:53 PM 104" 2.93 2-15-13 4:40 PM 104" 2.93 2-16-13 11:16 AM 107" 2.67 2-18-13 1:05 PM 110" 2.43 2-19-13 2:03 PM 112" 2.26 2-22-13 10:42 AM 107" 2.67 Full Moon Storm Surge Tide 2-27-13 1:56 PM 101" 3.17 2-27-13 7:43 PM 93" 3.85 TEST HOLE LOG DATE: 2-5-13 TEST BY: Michael O'Loughlin S. E. WITNESSED BY: Amy Von Hone TEST HOLE # 3 TEST HOLE # 4 n" n av ri 0" 7r FI I 120" 1 150" UNSUITABLE FILL WATER 0 108" EL .87' C1 FINE SAND 10YR 6/1 -0.13 EL 108" 120' �J -2.63 EL Groundwater Observed in TH-4 ® 60"; MIW-29. January 01, 2013, Zane A(8.543), Adj=1.9' Observed water EL 0.9'/Adj water 0 EL 2.8 UNSUITABLE FILL M. W. 2-15-13 104" 2.93 EL 1.9' AGW®2.8EL WATER ®80" EL 0.9' C1 FINE SAND 10YR 6/1 BED 'BA KITCHEN -1.5 EL 1 -2.5 EL I BED BED LIVING FB ATH SUN FLOOR PLAN ROOM r -. nts SURVEYED BY: DRAWN BY: SEPTIC PLAN TERRY WARNER, PLS MARYBETH MCKENZIE 22 LONG RD. HARWCH, NIA LOCATION: 310 South Shore Drive, So. Yarmouth, MA REGISTERED SANITARIAN (508)432-8309 PREPARED FOR: Howard Safford 0� TERRY yG. SCALE: 1 = 20' MAP: 26 PARCEL: 112 ANN WARNER DATE: 0-12-12 1AARYB tH No. 38721 g SHEET NUMBER: 1 of 2 REVISION: 12-20-12 3-20-1 PIC 1-20-13 3-20-13 1$ FS;yJ,'4 2-28-13 4-5-13 J. O'LOUGHLIN INC.A� 9FftTER�� tl'�f 3 714 MAIN STREET, YARMOUTH PORT, MA 02675 � �" 7 (508) 362-4942 Lj ���,� '0�' S`., x.58 X Troo MACS/5ET SHORE - ll-erm DRIVE J. O'LOUGHLIN INC. 714 MAIN STREET, YARMOUTH PORT, MA 02675 �1 (� (508) 362-4942 NOFM4 s TERRY DATE: 10-12-12 SHEET NUMBER: 2 of 2A. N fl NER 3721 REVISION:Qa�Nv to M MAP: 26 PARCEL: 112 SCALE: 1" = 20' s A iso 4�STEn `?. PREPARED FOR: Howard Safford %i/ljb�Z 310 South Shore Drive, So. Yarmmouth, MA LOCATION: SURVEYED BY: DRAWN BY: TERRY WARNER, PLS MARYBETH MCKENZIE SEWAGE PLAN 22 LONG RD, HAR'MCH, MA REGISTERED SANITARIAN (508)432-8309 U -I 5,?6 BA5IN