The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 2016GENERAL NOTE5 501L TE5T LOG5: TEST HOLE I - 'EL= 21-9± A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE U5ED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUN5ELL) 501L MOT MOTTLING OTHER 0=8 Cf Fill NA NONE 1G.W. P 137" 8-31 B Loimy Fine Sand I OYR6/G NONE PEPC 3 1" 31-138 C Fine Sand IOYR7/G NONE RATE: <2MIN/IN 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE `Nater Level Range Zone: B (0-3') 4" DIAMETER SCHEDULE. 40 PVC LAID AT 0.005 FT/FT, UNE-SHALL..BE.CAPPED Current Depth To Water Level For Index Well (8/16): 9.6' AT END OR AS NOTED. Longest Run 5' Water Level Adjustment: 3.9' Estimated Depth To High Water: 6.5 FEET, EL= 14.4 CO NSTrllU CTI ON NOTES • TEST HOLE 2: EL=20.7+ 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER(5) AND DISTRIBUTION 13OX(E5) SHALL BE 51T- ON A LEVEL STABLE .BASE WHICH HAS .BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 3.) SEPTIC TANK(5) SHALL.MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE DEPTH FROM SURFACE (INCHES) 501L HORIZON SOIL TEXTURE (U5DA) 501L COLOR (MUNSELL) SOIL OTHER MOTTLING PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C' LAYERS. WITNESSED BY: MATTHEW T. FARRE LL, EIT, J.M. OREILLY � ASSOCIATES, INC. 0-8 E Loamy Fine Sand ....._ ___ __ __ I 0YR5/2_. NONE,_.-_ G.W. 123"_ . 20.20 8-36 B Loamy Fine Sand I OYRG/G NONE 36-132 Cl Fine Sand I OYR7/G NONE Appropriate Index Well: MIW-29 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE `Nater Level Range Zone: B (0-3') 4" DIAMETER SCHEDULE. 40 PVC LAID AT 0.005 FT/FT, UNE-SHALL..BE.CAPPED Current Depth To Water Level For Index Well (8/16): 9.6' AT END OR AS NOTED. Longest Run 5' Water Level Adjustment: 3.9' Estimated Depth To High Water: 6.5 FEET, EL= 14.4 AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 8-18-16 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C' LAYERS. WITNESSED BY: MATTHEW T. FARRE LL, EIT, J.M. OREILLY � ASSOCIATES, INC. ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 20.20 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET" TEES TO WITHIN 6" OF � HIGH GROUNDWATER LEVEL CALCULATIONS: FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 6.) PIPING SHALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL 2" DROP Depth To Water Table (8-18-1 6): 10.4 FEET, EL= 10.5 BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I %. Appropriate Index Well: MIW-29 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE `Nater Level Range Zone: B (0-3') 4" DIAMETER SCHEDULE. 40 PVC LAID AT 0.005 FT/FT, UNE-SHALL..BE.CAPPED Current Depth To Water Level For Index Well (8/16): 9.6' AT END OR AS NOTED. Longest Run 5' Water Level Adjustment: 3.9' Estimated Depth To High Water: 6.5 FEET, EL= 14.4 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOX TO ASSURE EVEN DISTRIBUTION. H-20 ZONING CLA551FICATION 9.:) DISTRIBUTION BOX 5HALL.HAVE A MINIMUM:5UMP OF 6" MEASURED BELOW ZONE R-25 (RESIDENTIAL) THE OUTLET INVERT. MINIMUM AREA 25,000 S.F. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO MINIMUM FRONTAGE 150 FEET 1-1 /2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST AND SHALL '; FRONT YARD SETBACK 30 FEET BE. INSTALLED BELOW THE CROWN OF THE DISTRIBUTION .LINE TO THE BOTTOM OF THE SIDE YARD SETBACK 15 FEET SOIL ABSORPTION SYSTEM.. BASE AGGREGATE SHALL BE COVERED WITH A 2" REAR YARD SETBACK 20 FEET LAYER OF 1/8" TO 1/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST. _MAXIMUM BUILDING HEIGHT 35 FEET" 1 1.) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; MAXIMUM BUILDING COVERAGE 25% WHEN LOCATED EITHER W WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, *BUILDING HEIGHT MEASURED STREET TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 51DE Of FOUNDATION SEE TABLE 203.4.2, 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF YARMOUTH ZONING BY-LAW CLEAN MEDIUM SAND (EXCLUDINGTOP501Q. 13.) FINISH GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM PROPOSED BUILDING COVERAGE COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER PROPOSED DWELLING 1,412 5P -_t AND SOIL ABSORPTION. SYSTEM.. SEPTIC TANKS SHALL HAVE A MINIMUM COVER. OF 911. SHED 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB5ORP- TOTAL 1,509 SF -.t TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIE5 THAT MIGHT. DAMAGE THE SYSTEM., Buildmq Area. 1,509 ( 100)= 100)= 16. I % 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION Of AH CONSTRUCTION Lot Arco 9,3601 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER 1F THI5 SYSTEM RE- QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND APPROVED PLAN5. ' 46 HOURS ADVANCE NOTICE IS REQUESTED. 16:) INSTALL A 40 and HDPE LINER FROM EL 20.7 TO EL 18.7 AS SHOWN ON PLAN. 17.) 501L REMOVAL: ALL A AND B LAYERS SHALL BE REMOVED FOR DISTANCE OF OF 5' FROM THE SOIL ABSORPTION 5Y5TEM DOWN TO THE CLEAN SAND EL 17.7±. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. FLOW PRO FI LE: NOT TO SCALE TOP OF FOUNDATION ,7771 EL=25.00 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN 6" OF FINISH GRADE (OR AS NOTED) (SEE NOTE #5) Proposed EL= 23.20 % THREE (3) COVERS TOTAL TWO SEPTIC TANK AND I D 40.(5;` SYSTEM DESIGN CALCULATIONS: O SEWAGE DESIGN FLOW: Or` 2 BEDROOM DWELLING @ I 10 GPD = 220 GPD Ole LEACHING CAPACITY REQUIRED: 3 BEDROOMS (MAX.) @ 110 GPD = 330 GPD REQUIRED �0\O SEPTIC TANK CAPACITY REQUIRED:P DAILY FLOW = 330 GPD @ 200% = 660 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: �O�Oxi 150 CALLON SEPTIC TANK (MIN. ALLOWED) LEACHING CAPACITY PROVIDED: O ONE (1) 40.0'X 12.0- X 8" LEACHING FIELD CAN LEACH: Vt= [(40.0'X 12.0)] 0.74 GPD/SF=355.2 GPD 355 GPD>330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THI5 DESIGN INSTALL: ONE ( i ) - 1500 GALLON SEPTIC TANK Yarmouth, MA °a Big Sandy Pond LO SUS CIO o ONE (1) -3 OUTLET DISTRIBUTION BOX (h-20 Rated) ONE (1) - 40.0'X 12.0'X 8" NATIVE STONE LEACH FIELD NOT TO SCALE Existing Parking Area TO BE REMOVED PROP05ED 40 MIL HDPE PLAN BOOK I '10 PAGE 5 LINER SEE NOTE 16 " `o m DEED BOOK 13073 PAGE. 187 A! ASSESSORS' MAP 47 PARCEL 2G N0 xh 19.7 �� a LEGEND 32 EXISTING CONTOUR Existing Sewage System , '9 -32 PROPOSED CONTOUR .(Per Health Records) 6 22 21'2 9.s ` q� C x 12.34 EXISTING SPOT GRADE TO BE REMOVED �k 2 j �/ �9 @ 14 y7 24x5 PROPOSED SPOT GRADE �! o',o "'tom O - w WATER SERVICE LINE -o- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE x. -G- GAS SERVICE LINE X 1P TEST HOLE/ BORING LOCATION s,6 ® 5T SEPTIC TANK 18.4 DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM �k 6.7 j x i,3. / Reserve RESERVED FOR FUTURE 2 22. // j / � UTILITY' POLE 2O�Xi BOX 4" PVC INSPECTION PORT i 16, #5, REBAR m FUTURE LOCATION EL=22.5± J r -Proposed EL= 22.2 (21.4 MINIMUM) 9" Mm - 36:' Max 19.2 1s.2 4��i� `'��, ,v ® CATCH BASIN OeOO ��\\\� " O �v Ta a FIRE HYDRANT �- Q ` i`y °. ' NO h/N� O WELL DRAINAGE MANHOLE m hARG� o BqS/N CONCRETE BOUND, FOUND S7� 20.7 27.8 B/ ]Oyu O+� ��- ✓ co X 2 Sc S O 1 18.6 -x-x- LIMIT OF WORK. / x 26. cF,. �j F �v FENCE 20.5 18.9.., EDGE OF CLEARING 2 x 27.�� cL.9 :........' : 21.1 �.... O LOT �2 O c46, rea=9,36 SF+ pQ 2.s rl:• 4 i 5A5 FLAN VIEW SCALE: I" = 10' f 23.9 1 \�k �Q1 t�sa�� Yhf'kL'9cuth Hedth Deg lrtment p V E Date BENCHMARK: Top of PK Nail,'EL=23.6± (1988 NAVD Datum) 0 2 LAYER OF 1,8" - 1/2" STONE 3/4' - 1- 112" STONE ' 20.00 PLAN i 9.50 SCALE 1"= 20' INSPECTION NOTE: THIS AREA IS SERVED 5. I'+ PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM BY TOWN WATER. NEEDS TO BE COMPLETE.INCLUDING, BUILDUP FOR. COVERS. - EL= 14.4. HIGH GROUNDWATER 0 ZO L� Q 60 LEACHING FIELD -1- �- EL= 10.5.OBSERVED GROUNDWATER 8/ 18/ 16 40.0' x 12.0' x 8" _ SCALE I "=20' G:\AAjobs\Reei\Munce)A8223SDS: dwg ExlstlncJ 1000 Gallon Septic Tank TO BE REMOVED Exr5t+ng 2 Bedroom DWelling TO BE REMOVED -PROPOSED .GAS SERVICE -PROPOSED WATER SERVICE RECEIVED SCEP 0 7 r'rl i a •PROPOSEQ GRAVEL DRIVEWAY P \\A OF blgss .1 HEALTH DEPT. �F -STC OF M JOHN M. * z O'REIL.LY JOHN CIVIL M. fil ¢ NO. 36206 UREILLY t4.O. 46733 �� Muncey Re,50ence clo Jim Hagerty, Reef, Cape Cods Home Budder, PO Box 186, West Dennis, MA 02670 51TE AND SEWAGE DISPOSAL 5Y5TEM DESIGN 83 CoTfAGE Yarmouth, MA J.M. OTEILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street Route 6A P.O. Bog 1773 (508)896-6601 Office- Brewster, MA 02631 (508)896-6602 Fag. DATE: SCALE: BY: CHECK: JOB NUMBER: 9/G/I G A5 Noted MTF JMO JMO-8223 10" 14" 21.00 20.20 3" 4'O" � 20.40 20.25 19.50 2" DROP GAS BAFFLE -38 Longest Run 5' 1500 GALLON DB -3 SEPTIC TANK D -BOX H-20 9" Mm - 36:' Max 19.2 1s.2 4��i� `'��, ,v ® CATCH BASIN OeOO ��\\\� " O �v Ta a FIRE HYDRANT �- Q ` i`y °. ' NO h/N� O WELL DRAINAGE MANHOLE m hARG� o BqS/N CONCRETE BOUND, FOUND S7� 20.7 27.8 B/ ]Oyu O+� ��- ✓ co X 2 Sc S O 1 18.6 -x-x- LIMIT OF WORK. / x 26. cF,. �j F �v FENCE 20.5 18.9.., EDGE OF CLEARING 2 x 27.�� cL.9 :........' : 21.1 �.... O LOT �2 O c46, rea=9,36 SF+ pQ 2.s rl:• 4 i 5A5 FLAN VIEW SCALE: I" = 10' f 23.9 1 \�k �Q1 t�sa�� Yhf'kL'9cuth Hedth Deg lrtment p V E Date BENCHMARK: Top of PK Nail,'EL=23.6± (1988 NAVD Datum) 0 2 LAYER OF 1,8" - 1/2" STONE 3/4' - 1- 112" STONE ' 20.00 PLAN i 9.50 SCALE 1"= 20' INSPECTION NOTE: THIS AREA IS SERVED 5. I'+ PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM BY TOWN WATER. NEEDS TO BE COMPLETE.INCLUDING, BUILDUP FOR. COVERS. - EL= 14.4. HIGH GROUNDWATER 0 ZO L� Q 60 LEACHING FIELD -1- �- EL= 10.5.OBSERVED GROUNDWATER 8/ 18/ 16 40.0' x 12.0' x 8" _ SCALE I "=20' G:\AAjobs\Reei\Munce)A8223SDS: dwg ExlstlncJ 1000 Gallon Septic Tank TO BE REMOVED Exr5t+ng 2 Bedroom DWelling TO BE REMOVED -PROPOSED .GAS SERVICE -PROPOSED WATER SERVICE RECEIVED SCEP 0 7 r'rl i a •PROPOSEQ GRAVEL DRIVEWAY P \\A OF blgss .1 HEALTH DEPT. �F -STC OF M JOHN M. * z O'REIL.LY JOHN CIVIL M. fil ¢ NO. 36206 UREILLY t4.O. 46733 �� Muncey Re,50ence clo Jim Hagerty, Reef, Cape Cods Home Budder, PO Box 186, West Dennis, MA 02670 51TE AND SEWAGE DISPOSAL 5Y5TEM DESIGN 83 CoTfAGE Yarmouth, MA J.M. OTEILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street Route 6A P.O. Bog 1773 (508)896-6601 Office- Brewster, MA 02631 (508)896-6602 Fag. DATE: SCALE: BY: CHECK: JOB NUMBER: 9/G/I G A5 Noted MTF JMO JMO-8223