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HomeMy WebLinkAbout83-1877 - Site & Sewage Disposal 002501L TEST LOGS GENEfNAL IN & A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED, 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, HAND 2: EL- _ SOIL SOIL SOIL OTHER DEPTH FROM SURFACE `SOIL i10RIZON SOIL TEXTURE COLOR MOTTLING (INCHES) (INCHES) (USDA) Fine Sand (USDA) (MUNSELL) Loose 0-7 0- I A Fine Sand I CYR 5P NONE Loose 1 1-1 7 B Fine Loamy Sand I OYR 414 NONE Friable 17-83 Cl Medium Loamy Sand I OYR 6 6 NONE Loose Weepinel H2O 42" 83-108 C2 Fine Sand 1 OYR G12 NONE Very Friable CON5TRUCTION NOTE5: -49+ I .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5),'GREASE TRAP(5), DOSING CHAMBER(S) AND DISTRIBUTION BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED OR ON A G INCH CRUSHED STONE BA5E. HAND BORING 2: EL- _ SOIL 501L OTHER DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE COLOR MOTTLING CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. (INCHES) A (USDA) Fine Sand (MUNSELL) I OYR 5/1 NONE Loose 0-7 7-19 B Fine Loamy Sand I OYR 4/4 NONE Friable 15-52 Cl Medium Loam and 1 OYR -GIG NONE Loose m Wee H2O 2 40" 52- 109 C2 fine Sand I OYR G/2 NONE Very Friable 3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1 127-03 AND SHALL HAVE DATE OF TESTI'JG: 09/04/96 AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- PERCOLATION ZATE: LESS THAN 2 MIN/INCH IN "C" LAYERS. TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". WITNESSED BY: MATTHEW T. FARREL, EIT, J.M. O'REILLY � ASSOCIATES, INC. AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" MA rf, ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE NO WATER ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/51` FOR 512ING OF 501L ABSORPTION SYSTEM. CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF O N 1 TO WELL V A /ELL LOG FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL I I -05-9G EL=2.G I BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I %. I- I I-% EL=2.49 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE I I- 14-9G EL= 2.25 F �� 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT: LINE SHALL BE CAPPED I 1 -25 -OG EL= 2.25 - ✓ I�� "J �O AT END OR AS NOTED. (i 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST EL 2.75 'STORI( f11G O NDWATER 2' BEFORE PITCHING TO 501L ABSORPTION SYSTEM, WATER TEST DISTRIBUTION % BOX TO ASSURE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW CO N SE iZVAT I O N NOTES THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1 -1 /2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE 1,) LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW. THE LIMIT OF WORK SHALL CONSIST OF DOUBLE STAKED HAYBALES OR SILT BARRIER AS CONDITIONED INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE BY CONS5 ERVATION COMMISSION AND SHALL BE CONSTRUCTED PRIOR TO ANY 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" DOUBLE WASHED STONE FREE Of (RON, FINES AND DUST. WORK THE PROJECT. LAYER OF 1/8" TO II/2" 2.) ROOF RUN OFF SHALL BE CONTROLLED THROUGH GUTTER, DOWNSPOUTS, 1 1.) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, # DRY -WELLS OR BY STONE TRENCHES (2'x I') LOCATED UNDER ALL DRIP LINES. WHEN TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 3.) ALL DISTURBED AREAS SHALL BE REVEGETATED UPON THE COMPLETION 12.) 501L AB50KPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF e" OF OF THE PROJECT. 4.) ALL FILL REQUIRED FOR TILE PROJECT SHALL BE CLEAN SAND, FREE OF DEBRIS CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM AND GARBAGE UN -USED MATERIAL SHALL BE REMOVED FROM PROPERTY. 13.) FINISH COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER NOT TO SCALE F OF 9". 14.) FROM THE DATE OF INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL N RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- LAND COURT PLAN #I 442G -G TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. F 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION ASSESSORS' MAP 14 PARCEL 15 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS 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 J PFAnAIT ANIn APPROVFI) PIANS. 48 HOURS ADVANCE NOTICE 15 REQUE5TED. I GJ ALL TOPSOIL t 5UI5501L (A � B) ENCOUNTERED WITHIN 5AROUND THE 5,A.5. SHALL BE REMOVED DOWN TO THE CLEAN SAND AND REPLACED WITH CLEAN SAND, COMPACTED TO MINIMIZE SETTLEMENT. 17.) ALL FILL USED ON PROJECT SHALL BE CLEAN AND FREE OF DEBRIS. FILL SHALL BE PLACED IN G-8" LIFTS AND BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS PER AA5HO T 180, METHOD D INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. FLOW PROFILE: NOT TO 5CALE 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN G" OF FINISH FINISH FLOOR GRADE (OR AS NOTED) EL= 1 7.0± (SEE NOTE #5) Proposed EL= I I .5± 1 I0.0± 9.50 10" 14" ` 3"TT4'0�� - Proposed L= I I .O± INSPECTION PORT 2" DROP ed EL= 10.0± Min I I "Cover Min. GAS BAFFLE LEACHING FIELD 45.0'x 15.0'xG.O" Longest Rut = 8'± 1 500 GALLON D5-3 5EPTIC TANK D -BOX H-270 PETER F. 5ARTHOU 3 MIMI I. 5ARTHOU LAND COURT DOCUMENT # I.I835 1 Ne Exiet`n�� 3 p�d9eHe4,t guSd'ng 5YSTEM DE51GN CALCULATION5: SEWAGE DESIGN FLOWN 4 BEDROOM DWELLING @ I 10 GPD = 440 GPD LEACHING CAPACITY REQUIRED: 4 BEDROOMS (MAX.) @ 110 GPD = 440 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW = 440 GPD _@20017o = 880 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON SEPTIC TANK (MIN. ALLOWED) j LEACHING CAPACITY PROVIDED: ONE (i) 45.0 X I 5.0 X 6 LEACH FIELD CAN LEACH: (45.0 X 15.0) X 0.74 GPD/5F=499.5 GPD 499 GPD>440 GPD REQUIRED NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. INSTALL: ONE (I) - 1 500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) ONE (1) - 45.0'x 1 5.0' x G" LEACH FIELD BENCHMARK: Top of Water Gate I GO YR FLOOD PLANE ZONE: AI 2 ELEVATION= 10 FROM FEMA MAPS LEL =5.6± (MSL 1929 NGVD Datum) TIP COMMUNITY PANEL TEST HOLE / BORING LOCATION #250015 00051) 5T SEPTIC TANK .6 Utility Pole #4 JULY 2, 1 992 DB DISTRIBUTION BOX MO55 ROAD SAS SOIL ABSORPTION SYSTEM LATERAL SOIL REMOVAL Re5erve RESERVED FOR FUTURE 5' (SEE NOTE OILI C) �'1591 � UTILITY POLE CATCHED INSPECTION PORT NPE HYDRANT VQ5.6WATER GATE PROPOSED 5WALE BOTTOM EL=5.2± A 4 2 p MONITOR WELL w .22 1+ ......., R 09.28' ■ CONCRETE BOUND, FOUND s 4 .24' r� x 1 a.7 Y TOP OF BANK 6 -x-x- LIMIT OF WORK n At`p 5x0 x FRONT PD ON OF DWELLING[rJ' O 1 B ::, a SLAB @ EL= I O.O± (TO BE CONFIRMED) FENCE x Tri n I0 if +1 � EDGE OF CLEARING +,� I PROPOSED LANDSCAPE WALL � TOP OF AiALL VARIES I i.aT c%A, 2" LAYER OF 1/8" - 1/2" STONE CAP 3/4" - 1-1 /2" STONE 5.1' - EL= 2.75 HIGH GROUNDWATER 6.3 ` epoFr'ce/wo// ? / J��/.s o �/ iter Z L7c�{S c� t Q%rr��.E�j 357 x 7,0 / ''� `y /' INFINITY POOL TROUGII x 7 ] c :4 _ / ` Vii. S . s��T I C ✓. PROP05ED RETAINING WALL LOT GOx 69 ( Area= 1 8,73 1 SE± / / .0 / (_I�6vtl S e. I �° x s.2\ x7:3 'F PROPOSED i + 9° /- Slfi�-l: �� OaFFeL x 7.1 \ LAWN AREA / '0\ I ) a.0 1 o e oP X /3.4 50P#2 / 6 I / .DEP OBS ERVATIO_.AN DEFOBERVATION PLOT #2 9.4 PLOT # ) . ,. 1 / I ` N Or pp y i `s OF A4q�6 PROPOSED BWALE ii J / / \11A / o`er. O JOHN SN BOTTOM EL=5.8± a x 5.4 r3.4 E ' ,. / e% 1� � ..JOHN M. �. � M. rip O'REILLLYY o O'REI�x 6:2 /CIVIL °" `7 NO.46733'. \ '„4 NO. 362170 PROPOSED LIMIT OF WORK i O�FFet //. 7 _ / �.. pP 00 1 3.6 ' \7 4 / PLAN ©- _- -x-6.0 X A /5 L / ' 11 \v�L SCALE I " f,=20', x s.s 4.0 TH15 AREA 1S SERVED JOSEPH N. PETROWSKI4 4 � DEBRA T. PETROW5KI DY TOWN WATER. LAND COURT DOCUMENT #543091 39VWetlandd e L Lisclotti Residenc Jule, zn ZG� c/o Gregg Li5ciotb, 83 Orchard Hill Park Drive, Leominster, MA O 1453 216vtA �l14, SITE It 5EWAGE DISPOSAL 5Y5TEM DESIGN 3 1 Moss Road, West Yarmouth, MA J.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services ice. 0 20 40 GO 1573 Main Street - Route 6A P.O. Boz 1773 SCALE I"= 20' (508)896-6601 Office Brewster, MA 02631 (608)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: G:V+AJob50.i5aetti Development\MossP.oad 1276A\dwg\127GA.5Ds.dwg 04/21/10 . A5 Noted MTF/f JMO JMO-1 27GA West Yarmouth, MA rf, T) r , /r o' � LEWlS POND II 1 LOCUS J 1,.� = , -- 0 11 500 NOT TO SCALE F N LAND COURT PLAN #I 442G -G CERTIFICATE OF TITLE # 182294 F ASSESSORS' MAP 14 PARCEL 15 V J LEGEND -EID-- EXISTING CONTOUR 32. PROPOSED CONTOUR X 12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE - W- WATER SERVICE LINE -0- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE _13- GAS SERVICE LINE LEL =5.6± (MSL 1929 NGVD Datum) TIP COMMUNITY PANEL TEST HOLE / BORING LOCATION #250015 00051) 5T SEPTIC TANK .6 Utility Pole #4 JULY 2, 1 992 DB DISTRIBUTION BOX MO55 ROAD SAS SOIL ABSORPTION SYSTEM LATERAL SOIL REMOVAL Re5erve RESERVED FOR FUTURE 5' (SEE NOTE OILI C) �'1591 � UTILITY POLE CATCHED INSPECTION PORT NPE HYDRANT VQ5.6WATER GATE PROPOSED 5WALE BOTTOM EL=5.2± A 4 2 p MONITOR WELL w .22 1+ ......., R 09.28' ■ CONCRETE BOUND, FOUND s 4 .24' r� x 1 a.7 Y TOP OF BANK 6 -x-x- LIMIT OF WORK n At`p 5x0 x FRONT PD ON OF DWELLING[rJ' O 1 B ::, a SLAB @ EL= I O.O± (TO BE CONFIRMED) FENCE x Tri n I0 if +1 � EDGE OF CLEARING +,� I PROPOSED LANDSCAPE WALL � TOP OF AiALL VARIES I i.aT c%A, 2" LAYER OF 1/8" - 1/2" STONE CAP 3/4" - 1-1 /2" STONE 5.1' - EL= 2.75 HIGH GROUNDWATER 6.3 ` epoFr'ce/wo// ? / J��/.s o �/ iter Z L7c�{S c� t Q%rr��.E�j 357 x 7,0 / ''� `y /' INFINITY POOL TROUGII x 7 ] c :4 _ / ` Vii. S . s��T I C ✓. PROP05ED RETAINING WALL LOT GOx 69 ( Area= 1 8,73 1 SE± / / .0 / (_I�6vtl S e. I �° x s.2\ x7:3 'F PROPOSED i + 9° /- Slfi�-l: �� OaFFeL x 7.1 \ LAWN AREA / '0\ I ) a.0 1 o e oP X /3.4 50P#2 / 6 I / .DEP OBS ERVATIO_.AN DEFOBERVATION PLOT #2 9.4 PLOT # ) . ,. 1 / I ` N Or pp y i `s OF A4q�6 PROPOSED BWALE ii J / / \11A / o`er. O JOHN SN BOTTOM EL=5.8± a x 5.4 r3.4 E ' ,. / e% 1� � ..JOHN M. �. � M. rip O'REILLLYY o O'REI�x 6:2 /CIVIL °" `7 NO.46733'. \ '„4 NO. 362170 PROPOSED LIMIT OF WORK i O�FFet //. 7 _ / �.. pP 00 1 3.6 ' \7 4 / PLAN ©- _- -x-6.0 X A /5 L / ' 11 \v�L SCALE I " f,=20', x s.s 4.0 TH15 AREA 1S SERVED JOSEPH N. PETROWSKI4 4 � DEBRA T. PETROW5KI DY TOWN WATER. LAND COURT DOCUMENT #543091 39VWetlandd e L Lisclotti Residenc Jule, zn ZG� c/o Gregg Li5ciotb, 83 Orchard Hill Park Drive, Leominster, MA O 1453 216vtA �l14, SITE It 5EWAGE DISPOSAL 5Y5TEM DESIGN 3 1 Moss Road, West Yarmouth, MA J.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services ice. 0 20 40 GO 1573 Main Street - Route 6A P.O. Boz 1773 SCALE I"= 20' (508)896-6601 Office Brewster, MA 02631 (608)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: G:V+AJob50.i5aetti Development\MossP.oad 1276A\dwg\127GA.5Ds.dwg 04/21/10 . A5 Noted MTF/f JMO JMO-1 27GA