The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 2019GENERAL NOTE5 SOIL TEST LOG5: TEST HOLE I: EL= 19.9± A.) NEITHER DRIVE WAYS NOR PARKING AREAS ARE ALLOWED OVER 5EPTIC 5Y5TEM UNLE55 H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RE5PON5113LE FOR THE 5Y5TEM A5 DESIGNED UN- LE55 CON5TRUGTED A5 SHOWN. ANY CHANGE5 SHALL 13E APPROVED IN WRITING. C.) CONTRACTOR SHALL 13E RE5PON51131 E FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DEPTH FROM SURFACE (INCHES) 501L HORIZON 501L TEXTURE (USDA) 501L COLOR (MUNSELL) 501L OTHER MOTTLING 0-12 " A Fine Loamy 5and IOYR53 NONE 12-24 1 13 Loamy Sand IOYRG/3 NONE 24-110 CI I Fine Sand IOYRB G NONE PERC 37"• <2 MIN/IN 1 10-13G C2 Fine Sand I OYRB/G NONE 25% COBBLES F LOOK PLAN ABOVE THE FLOW LINE OF THE SEPTIC TANK AND 5HALL BE INSTALLED ON THE SEPTIC TANK CAPACITY PROVIDED. CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. NOT TO SCALE CO N STRU CTI U N NOTES : FND, 5. YARMOUTH, DATE OF TESTING: 7/24/2019 PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN 'C I' * 'C2' LAYERS. 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, WITNESSED BY. ROBERT REEDY, EIT, J.M. O'REILLY * A55OCIATE5, INC. TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. AMY VON HONE, YARMOUTH HEALTH DEPARTMENT OVERHEAD UTILITY SERVICE NO WATER ENCOUNTERED 2.) SEPTIC TANK(5), GREA5E TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF 501E ABSORPTION SYSTEM BOX(ES) SHALL BE SET ON A LEVEL 5TA13LE BASE WHICH HA5 BEEN MECHANICALLY LEACHING CAPACITY REQUIREDI COMPACTED, OR ON A G INCH CRU5HED STONE BASE. 3.) SEPTIC TANK(5) SHALL MEET A5TM 5TANDARD C l 127-93 AND 5HALL HAVE AT LEA5T THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- 5EPTIC TANK CAPACITY REQUIRED TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". LOCUS. 4.) 5CHEDULE 40 PVC INLET AND OUTLET TEE5 SHALL EXTEND A MINIMUM OF G" F LOOK PLAN ABOVE THE FLOW LINE OF THE SEPTIC TANK AND 5HALL BE INSTALLED ON THE SEPTIC TANK CAPACITY PROVIDED. CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. NOT TO SCALE 5.) RAISE COVER5 OF THE SEPTIC TANK AND D15TRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEE5 TO WITHIN G" OF LEACHING CAPACITY PROVIDED FINISH GRADE, OR A5 APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. t G.) PIPING 5HALL CON515T OF 4" 5CHEDULE 40 PVC OR EQUIVALENT. PIPE 5HALL ` o 28 Vt=((42.0 X G.83) + (42.0 X 2.0)2 + (G.83 X 2.0)2] X 0.74 GPD/5F=35G.8 I GPD a BE LAID ON A MINIMUM CONTINUOU5 GRADE OF NOT LE55 THAN I%. ® BED [BATH DINING x 19.65T 7.) DISTRIBUTION LINES FOR SOIL A1350RPTION SYSTEM (A5 REQUIRED) 5HALL BE X 20. ON ) - 1500 GALLON 5EPTIC TANK KITCHEN 4" DIAMETER 5CHEDU1 E 40 PVC LAID AT 0.005 FT/FT, LINE 5HALL BE CAPPED AT END OR A5 NOTED. � NOT TO SCALE i m 8.) OUTLET PIPES FROM DISTRIBUTION BOX 511ALL REMAIN LEVEL FOR AT LEAST BED I LIVING 2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM. WATER TE5T D15MBUTION In PLAN BOOK 85 PAGE 95 . o BOX TO A55URE EVEN DISTRIBUTION. �„ 9.) DISTRIBUTION BOX 5HALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW MAP 50 PARCEL 9 THE OUTLET INVERT, 10.) 13A5E AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4" TO 20.5 1-1/2" DOU13LE WASHED NATIVE STONE FREE OF IRON, FINE5 AND DU5T AND 5HALL BE IN5TALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE 501L ABSORPTION 5Y57M. BA5E AGGREGATE SHALL BE COVERED WITH A 2" Re5erve LAYER OF 1/8"TO' I/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINE5 AND DUST. i 1 1.) VENT 501L A135ORPTION 5Y5TEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRE55URE D05ED. 12.) 501L ABSORPTION SYSTEM 5HALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). y 3 13.) FINISH GRADE 5HALL BE A MAXIMUM OF 30 OVER THE TOP OF ALL 5Y5TEM COMPONENT5, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER BULKHEAD UTILITY POLE AND 501L "ABSORPTION SYSTEM. SEPTIC TANKS 5HALL HAVE A MINIMUM COVER OF 9". rick, t Paio" 1 14.) FROM THE DATE OF INSTALLATION OF THE SOIL A135ORPTION SYSTEM UNTIL x 2o.a ;��.. Existing i RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L A135ORP- TION 5Y5TEM 5HALL BE STAKED AND FLAGGED TO PREVENT THE U5E OF SUCH � AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE 5Y5TEM. W ® Y3' 15.) ANY CONTAMINATED 501L WITHIN 5' OF THE PROP05ED 501L ABSORPTION 5Y5TEM 5HALL BE REMOVED AND REPLACED WITH CLEAN SAND. AREA TO BE BH 1 i ONE (1) COVER TO BE BUILT UP TO WITHIN G" OF FINISH GRADE FLOW PROFILE: NOT TO SCALE 18" DIAMETER CONCRETE COVER5 TOTAL OF (4): (2) 5T, (1) DB, (1) 5A5 TOP OF FOUNDATION RA15ED TO WITHIN G" OF FINISH GRADE (OR A5 NOTED) EL=20.4± (5EE NOTE #5) Proposed EL=20.3± 7 Ij (A)19. 1 ± 17.30 1011 14" (B)17.G± 3" 4,0" GA5 BAFFLE - (A)-30' I (13)-14' f 1500 GALLON SEPTIC TANK SA5 DETAIL: SCALE: I " = ICP ASSE5SOR5' FND, 5. YARMOUTH, 19.2 95 3 I' MA SYSTEM DE5IGN CALCULATIONS: SEWAGE DE51GN FLOW, OVERHEAD UTILITY SERVICE 2 BED OOM DWELL--1R-G@ I 10 GPD = 220 GPD Al LEACHING CAPACITY REQUIREDI CB 3 BEDROOMS (MIN.) @ I 10 GPD = 330 GPD REQUIRED -U- 5EPTIC TANK CAPACITY REQUIRED LOCUS. DAILYFLOW = 330 GPD @ 20097b = GGO GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED. 1500 GALLON 5EPTIC TANK (MIN. ALLOWED) GAS SERVICE LINE LEACHING CAPACITY PROVIDED t ONE () 42.0'X G.83' 2.0' 1 FA-CHING CHAMBER CAN LEACH: ` o 28 Vt=((42.0 X G.83) + (42.0 X 2.0)2 + (G.83 X 2.0)2] X 0.74 GPD/5F=35G.8 I GPD a 35G GPD>330 GPD REQUIRED ® rQ' NOTE: A GARBAGE D15P05AL 15 NOT PERMITTED WITH THI5 DESIGN. x 19.65T IN5TAW X 20. ON ) - 1500 GALLON 5EPTIC TANK LD ONE (1) - G OUTLET D15TRI13UTION BOX (H-20 RATED) FOUR (4) - 500 GALLON LEACH CHAMBERS, 5EE 5A5 DETAIL FOR STONE CONFIGURATION � NOT TO SCALE i m !L B DISTRIBUTION OX ,P, ...�- In PLAN BOOK 85 PAGE 95 . o DEED BOOK 29765 PAGE 222 �„ SAS MAP 50 PARCEL 9 rD c6 BENCHMARK: LEGEND .Top of Concrete Bound 32 EXISTING CONTOUR EL= 19.4± (NAVD88 Datum) -32 PROPOSED CONTOUR X 12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE CB las - w- WATER SERVICE LINE ;2' 1 lo 11 5 5 5 5 +I a = m � � i��D$r.Z4q'�}�'r' "'k, $j � ��9 f,��,,x k✓J �* i �. � �c3��'`�.� � r . c0 ... Stone, _ ."�;; D -Box • 11 17.02 / I G.8 2" DRO 2' DB -G D=BOX H -2o EL=20.2± osed EL=20.1 ± i 3G" Proposed (9" Min - 3G" Max) 9.9 20 20. IFN o ll PLAN SCALE 1 "=20' THIS AREA 15 5E IK47e,�it valid for REPAIR OF SEPTIC SYSTEM BY TOWN WAT RNILv, due to State and Local septic variances. Board of Health review and approval is required for any future additions/renovations/alterations to sewage facilities and/or structures/dwelling. . Yarnnouth Illealth Department APPROVED ' 2" LAYER OF 1 /8" - 1/2" NATIVE STONE l 6.35 f h 3/4" - 1-1 /2" NATIVE STONE t N / - �/' / / INSPECTION NOTE: F-rj_ P 14.35 PRIOR TO FINAL IN5PECTION BY THE ENGINEER, 5Y5TEM U5E FOUR (4) SHOREY PRECAST NEED5 TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 500 GALLON LEACH CHAMBERS 5.7'± Longest Run 5EE SAS DETAIL FOR 24' STONE CONFIGURATION (END VIEW) EL=B.G± BOTTOM OF TEST PIT # I O 20 40 GO LEACHING CHAMBER '42.0'x &83'x 2.0" SCALE I "=20' GAMoI75Wortheast ConstWG7 -Ross - 63 Lonel Pond Dr. 5. Yarmouth\dw \87G7.5D5 PLAN.dwel 19.4 Courtney V. Joyce A. R055 C/O NORTHEAST CONST., P.O. BOX 2350, BREWSTER MA 02631 SITE 4� SEWAGE DISPOSAL SYSTEM DESIGN 53 LONG POND DRIVE, S. YARMOUTH, MA. 4a J.M. OTEILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street - Route 6A P.O. Bos 1773 (508)896-8801 Office Brewster, MA 02631 :. (508)898-6602 Fax TE: SCALE: 13Y: CHECK: 1. JOB NUMBER: 8/ 15/2019 A5 Noted RFR JMO JMO-8707 FND, 19.2 95 3 I' -o- OVERHEAD UTILITY SERVICE 19.2 CB -U- UNDERGROUND UTILITY SERVICE GAS SERVICE LINE ® TEST BOLE / BORING LOCATION x 19.65T X 20. ' SEPTIC TANK � LOT 4 i DD B DISTRIBUTION OX ,P, ...�- .,`� Area= 10,000 SF± e o �„ SAS -901L ABSORPTION SYSTEM 20.5 Re5erve RESERVED FOR FUTURE flo" ��) °" i y 3 BH � BULKHEAD UTILITY POLE rick, t Paio" 1 5 x 2o.a ;��.. Existing i o" � .� E W ® Y3' CATCH BASIN FIRE HYDRANT i BH 1 i > *' LIGHTPOST x 20.4 20_.3 2 Bedroom �) Dwelling x 2016 0 7 . 00' 5AS Top of Fndn. j ® DRAINAGE MANHOLE _ _: p _:.,_ o �" ,•,. - 12.4'± % : EL=20.4 S Q» nck- m CONCIRFTE,BOUND: FOUND_-- - - r �. TOP OF BANK Approx. Location of STc y ;� 1 Q -x-x- LIMIT OF WORK Existing 5eptic .iystemo.6 TO BE REMOVED; DB i. i/ /.��/l:!I _.I. 19.g Z 'L FENCE POSTS RAI SEE NOTE 15 20.4\ �� O -.--e-a--�-- STOCKADE FENCE Oak Tree TO BE REMOVED c _ e\ W w w. y w `. �� EDGE OF CLEARING ;2' 1 lo 11 5 5 5 5 +I a = m � � i��D$r.Z4q'�}�'r' "'k, $j � ��9 f,��,,x k✓J �* i �. � �c3��'`�.� � r . c0 ... Stone, _ ."�;; D -Box • 11 17.02 / I G.8 2" DRO 2' DB -G D=BOX H -2o EL=20.2± osed EL=20.1 ± i 3G" Proposed (9" Min - 3G" Max) 9.9 20 20. IFN o ll PLAN SCALE 1 "=20' THIS AREA 15 5E IK47e,�it valid for REPAIR OF SEPTIC SYSTEM BY TOWN WAT RNILv, due to State and Local septic variances. Board of Health review and approval is required for any future additions/renovations/alterations to sewage facilities and/or structures/dwelling. . Yarnnouth Illealth Department APPROVED ' 2" LAYER OF 1 /8" - 1/2" NATIVE STONE l 6.35 f h 3/4" - 1-1 /2" NATIVE STONE t N / - �/' / / INSPECTION NOTE: F-rj_ P 14.35 PRIOR TO FINAL IN5PECTION BY THE ENGINEER, 5Y5TEM U5E FOUR (4) SHOREY PRECAST NEED5 TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 500 GALLON LEACH CHAMBERS 5.7'± Longest Run 5EE SAS DETAIL FOR 24' STONE CONFIGURATION (END VIEW) EL=B.G± BOTTOM OF TEST PIT # I O 20 40 GO LEACHING CHAMBER '42.0'x &83'x 2.0" SCALE I "=20' GAMoI75Wortheast ConstWG7 -Ross - 63 Lonel Pond Dr. 5. Yarmouth\dw \87G7.5D5 PLAN.dwel 19.4 Courtney V. Joyce A. R055 C/O NORTHEAST CONST., P.O. BOX 2350, BREWSTER MA 02631 SITE 4� SEWAGE DISPOSAL SYSTEM DESIGN 53 LONG POND DRIVE, S. YARMOUTH, MA. 4a J.M. OTEILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street - Route 6A P.O. Bos 1773 (508)896-8801 Office Brewster, MA 02631 :. (508)898-6602 Fax TE: SCALE: 13Y: CHECK: 1. JOB NUMBER: 8/ 15/2019 A5 Noted RFR JMO JMO-8707