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Home My WebLink About83-1307 - Site Planf ToP._VIEW ' 4 TOP OF FOUNDATION 20 FT. MINIMUM 10 FT. MINIMUM ELEV. 20.00 � __ CONCRETE FAST 7IZ51T. PrANT SOIL. TEST pATtt _212�J9G _W lrNESSED A7 131ZUC,-MVlZPHY,", CoAjoVCTED k3Y C2A1(;• SH0)zr 19P 7H N 2,Z E T c �..GN.0 _77- 0T -H6 ig O•' FILL SAND SOIL TEST LOCATION UTILITY POLE -0- 3L TOWN WATER =W -=-W GRr ioY.re/ SCALE 1" = 20' ----- -- -�-- to PA LOAMY"_- 7,Slt _. 7L" C/__ 1 S/4 44" -- C 2 SIJ L IL 7 z 132" C3 ctAy - bG" C, FWESA11D K � SILT la YR a • X t f2A CZ LOAM 7/2 r f ToP._VIEW ' 4 TOP OF FOUNDATION 20 FT. MINIMUM 10 FT. MINIMUM ELEV. 20.00 � __ CONCRETE FAST 7IZ51T. PrANT SOIL. TEST pATtt _212�J9G _W lrNESSED A7 131ZUC,-MVlZPHY,", CoAjoVCTED k3Y C2A1(;• SH0)zr 19P 7H N 2,Z E T c �..GN.0 A 0T -H6 ig O•' FILL SAND SOIL TEST LOCATION UTILITY POLE -0- 3L TOWN WATER =W -=-W GRr ioY.re/ SCALE 1" = 20' ----- -- -�-- to PA LOAMY"_- 7,Slt _. 7L" C/__ FIN€snub. S/4 44" -- C 2 SIJ L IL 7 z 132" C3 ctAy - bG" C, DEPTH HSI( I S rf= K U ,E (o M°t f �7HPR O•' FILL SAND SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER =W -=-W _ 0QC-AN)C ioyq �._ SCALE 1" = 20' _ gilt 23, 1995 _. LOCATION MAP 44" Q „ / o Q 1. CAM Y~. 10 Y2 � ------ bG" C, FWESA11D S/4 SILT la YR f2A CZ LOAM 7/2 I 1 f SOIL TEST DATE OF SOIL TEST SEPTEMBER 30, 1994 DATE OF SOIL TEST OCTOBER 12 1994 WITNESSED BY B. MURPHY, A. VON HONE WITNESSED BY B. MURPHY, A. VON HONE j D. MASON OBSERVATION HOLE 1 OBSERVATION HOLE 2 OBSERVATION HOLE 3 OBSERVATION HOLE 4 ELEV.= 13.2 ELEV.=�2_4 ELEV.= 12.8 ELEV.= 12.6 TOP AND 0 TOP AND 0 TOP AND TOP AND SUBSOIL SUBSOIL SUBSOIL SUBSOIL E !o. z 36" EL _4,4 36„ EL 9.8 36„ EL 9_! 42» /2 Eh')d T 4" SCHEDULE 40 PVC PIPE Ee serPllvG JN G2' riATE2 SEBPIN4 JN 40" SANDY SANDY SANDY -� COVERS war PAlti/T 612aWN TILL TILL TILL a L OV,/ t lz MIN. PITCH 1/8" PER FT. 2" LAYER OF EL 4.2 Et a,•4 ! L 3,� SANDY OR. C: R E FN " " " j i 20 c r 1/8" TO 1/2" 108 108 108 TILL lr1 MAoj14otE WASHED STON BLUE BLUE BLUE 6" MAX. C AY CLAY C AY 4" CAST IRON 'PIPE I 2 M�7JC 3 4 (OR EQUAL) MINIMUM - 20 /5,7MIN. VENT 132' 132" 132' 156" ' PITCH 1/4- PER FT. p'<1 z NO WATER AT 132" EL= 2.2 NO WATER AT 132" EL.= 1.8' { .l TEE C L f'�nl Fl L L ! CU. FT CoAIC, < 10 < 28 I ' AUCNvR PERCOLATION RATE MIN./INCH. PERCOLATION RATE MIN./INCH. FLAW LINE EL 14.71 T, NO WATER AT 132" EL.= 1.4 WATER AT 120" EL.= 2.6 ELEV. _ /S. 2,S 10" _ ELEV. _ MIN. t 14.75 �' 2'0" o o �' PERCOLATION RATE > 30 MIN./INCH. PERCOLATION RATE _ < 22 - MIN./INCH. = LEVEL oPV lv.ru 1 rA /3 LL° ELEV. _ /6. C9c? - - 6" SUMP ELEV. = 14.40 0 0 po' 0°SLAB ELEV. 13.0 ELEV. = 14,Go 00 0 0 °o 0 0 o rELEV.= ,4:zo o° °NOTES: o ° o o° ° ° o ° o ° o ° El = 12-Zo DESIGN CALCULATIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. ' ] -�- NUMBER OF BEDROOMS 3 -- DISTRIBUTION GARBAGE DISPOSAL UNIT NO TITLE 5 AND THE TOWN OF YARMOUTH RULES AND Q f.Qowr- w09A4- (TO 8E PLACED ON FIRM BASE) "CULTEC CONTACTOR 125 W/STONE IN TOTAL ESTIMATED FLOW REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 1 I BOX 4 41' X 3' X 2' TRENCHES a SDW 252 (110 GAL./BR./DAY X 3 BR.) 330 GAL./DAY j 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 1 500 GALLON z WELL -- WITHIN 6 OF FINISHED GRADE. B !- ` TO 8E WATER TESTED * of Eo cU REQUIRED SEPTIC TANK CAPACITY 660 GAL. WITH SPEED ,LEVELERS INSTALLED vAL s ZONE A ACTUAL SIZE OF SEPTIC TANK 1500 GAL. 3• SEPTIC TANK a INDEX 47.5 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF ELEV 9A `_ " .t 3 4 TO 1 1 2 ADJUST .1.6 SOIL CLASSIFICATION III_ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN / J DESIGN PERCOLATION RATE < 30 MIN./IN. �S<e vote Ise) 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE t 2�sa t wr7 r c c�"RL G. r� WASHED STONE I vEo_ P ta�9G USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. -� EFFLUENT LOADING RATE 0.29 GAL./DAY/S.F. ` FOL i ow,l nJ a mil 1.V _/ „�_ 4. ANY MASONARY UNITS USED TO BRING COVERS TO `GRADE SHALL LEACHING AREA 1,172_ SQ. FT. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = 4_2 resr yoLtS .� "G 2X[(82X3)+(85X2X2)] BE MORTARED IN PLACE. SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WgTER TABLE 10 2 94 ELEV. _ ,-� LEACHING CAPACITY AREA X RATE 339.8 GAL. DAY 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH j NOT TO SCALE ( J ) 1,172 X 0.29 ( ) J DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. I RESERVE LEACHING CAPACITY 339.8 GAL /DAY 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR I CATCH BASIN IS TO CALL "DIG -SAFE" AT 1-800-322=4844 AT LEAST 72 HOURS b PRIOR TO COMMENCING WORK ON SITE. k' •` 1: RIM = 13.48/ INV. 9.06 tti 7. PARCEL IS IN FLOOD ZONES C & A5 (EL. 12) 2" LAYER OF 8. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND BM PK NAIL 7 1/8" TO 1/2" FOR -A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM. ELEV. 14.72 �. CC>N C R E T E B A R R I E R WALL 9. ALL DISTURBED AREAS ARE TO BE REVEGETATED. - t - WASHED STONE (NGVD) / /�P�� 10. DESIGN ENGINEER AND HEALTH DEPARTMENT ARE TO INSPECT THE � j ELEV 17.2 MAX. -- SEPTIC SYSTEM ON THE FOLLOWING SCHEDULE: A. SURVEYOR IS TO STAKE OVERDIG. B. ENGINEER IS TO INSPECT OVERDIG PRIOR TO FILLING. C: ENGINEER IS TO INSPECT PLACEMENT OF SEPTIC COMPONENTS PRIOR TO BACKFILLING. 1j ✓ U LOT 6 E L EVr 14.70 CULTEC -CONTACTOR 125 ��Z 11. DESIGN ENGINEER IS TO CERTIFY INSTALLATION OF SEPTIC SYSTEM IN 1 _ . ---- I •x{.70 ACCORDANCE WITH THIS PLAN. I -LI -V. 14.20 ° o ° - E 12. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A 6" BED L1 i Qi`jo o o o ° ° y INV. 9.06 OF 3/4" TO 1 1/2" STONE. C c o 0 ° 13. LOT IS SHOWN ON ASSESSORS MAP 127 AS PARCEL A7. b \ �� \�%� Q '. q/y ° o° o �o �` 14. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS �• h ° �f SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. p �` �� /A t;A Or vle o 0 0 0 0 0 w 4" SCHEDULE 40 0 0 0 0 (< M 1L T�X�7ii �T'D� 41��ticy ° 0 000 0 2, 0 0 0 0 0 PVC PIPE °0 0 o°o VINYL- Z 15. VARIANCES FROM THE YARMOUTH AMENDMENTS TO TITLE 5: I /A�r��'f prJC D F �' j REL Ii3p�E o 0 0 ° 0 0 0 0 o c EEC: 3:3.7__ _ A. RESERVE AREA LESS THAN 100' FROM WETLAND. G o o ° 0 3:9.4 B. PERCOLATION RATE GREATER THAN 20 MINUTES PER INCH. • a", Li I ELEV. 12.20 0 ° o 0 0 0° � .1 { O o 4� hll oto• ,F� ° EL. 12,2 INV 5 78 " 3 !3,7 C. SOIL ABSORPTION SYSTEM LESS THAN 100' FROM DRAIN PIPE i 3' THAT DISCHARGES INTO A WETLAND. z. . I � V IzAV E4 t p e ,. � ,; • •; �U Via,. Q . 8o Q - <s < pR�PCSED e 3/4" TO 1 1/2" L. ro.o a`I E2 .. D.p� o. lA'�/bDEcK WASHED STONE E >Z EOr uC N eN 1 Q BOX o. 1ti. �° f/ tp INV. 5.78 TRENCH WALL DETAIL u 2 1 z°�o{- f DETAIL 1 ' .• .' \�`».�, ,' la N4\�, •,moo !G! mph^°t ,-..� `.1S.y^` _ - -. Al f kit , .-. / � Cf� �. k. K Q' J ,..;�•..� B.,-. ,:!s, `. ,.. ., �1. Rr•a gyp. �`�S� , 0 " t ,r `'ill a °- � j I + DR YIh LL e P �p6 r �pG o/ LOT 7 23,569 S. F, LOT 14 BENCHMARK : NGVD LEGEND: DATE i EXISTING SPOT ELEVATION 00X0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER =W -=-W CATCH BASIN \®N SCALE 1" = 20' GAS LINE -G- G` REwsEDDEC. 27, 1995 23, 1995 APPROVED: BOARD OF HEALTH DATE AGENT i LOCUS O 0 LOc RAN OCH = w w v PROPOSED _PLOT PLAN FOR MICHAEL STUSSE PROJECT LOCATION LOT 7 40 LOCH RANNOCH WAY, YAR. SWEETSER ENGINEERING 235 GREAT WESTERN ROAD P. 0. BOX 713 398=3922 SOUTH 'DENNIS,. MASS. 1)2660 i' SCALE 1" = 20' DATE NOV. 10, 199h REwsEDDEC. 27, 1995 23, 1995 LOCATION MAP MAY 17, 1996 SHEET 1 OF -1 i 3 i' \