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Home My WebLink About11 Pollock Rip Road Plans- v r - I, TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR ID2.i7 10 FT MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE T -CLEAN SAND ` ELEV. TEXTURE COLOR MOTT. OTHER PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST L /)C�b PROJECT LOCATION LOT 1/ POLLOCIKRIP RD., S.Y. [ – — – .i-uaMy ioyC COVERS 4' SCHEDULE 40 PVC PIPE /a e25/ LDA14y 5 q A+D 9 3Yf SCALE 20 MIN. PITCH 1/8' PER FT. t3 LOAOAY ,Dve JOB N0. 38550-1 %D 6 c 5J9 r40�' POSY VY - 4' CAST IRON PIPE LOCATION MAP _ ,Gz SAMD ?.Sv 7/y -- n CZ. (OR EQUAL) MINIMUM '713-- 9a -Go 5AuD_. --- D 1 ' .. FIDE/MEP 5Y 713 PITCH 1/4 PER FT. _ SQNo FLOW LINE ' ELEV. m i70 10'. -iMIN. ` �o,J L + GAS V. e m. LEOVEL.� ELM Y 6' SU P ELEV. e 9S� BAFFLE DISTRIBUTION I E V. a LIQUID OUTLET "''_ BOX p 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED ' S FEET 9 INCHES V4 1500 GALLON IF MORE THAN ONE OUTLET 6 FFEEET INCHES (TO BE PLACED ON FIRM BASE) 8 34 INCHESrC SEPTIC TANK FEET 3/4" TO 1 i/2' WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE f NOT TO SCALE I k LOAM AND SEED 2" LAYER OF 1/8' TO 1/2' WASHED STONE NOTREQUIRED ? 1 CU. FT. OF CONCRETE ANCHOR 10' ELEV. _ 07 7 INFILTRATORS WITH STONE IN AN z � 11' X 34' X 10' TRENCH FORMATION SOIL ABSORPTION ZOONE Z SYSTEM (SAS) INDEX ADJUST USGS PROBABLE WATER TABLE ELEV. n �� OBSERVED WATER TABLE ( / / ) ELEV. BOTTOM OF TEST HOLE ELEV. a 1p� -- SOIL TEST DATE OF SOIL TEST SEPT- 19, 1996 SOIL TEST DONE BY SWEETS R ENGINEERING WITNESSED BY P. BRYANTON o OBSERVATION HOLE 1 ELEV.= o, o OBSERVATION HOLE 2 ELEV.= PFRCOLATION RATE lrl MIN.ANCH AT '72 " - INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST L /)C�b PROJECT LOCATION LOT 1/ POLLOCIKRIP RD., S.Y. -- – — – .i-uaMy ioyC C oHFA�/ "'--b- Io k /a e25/ LDA14y 5 q A+D 9 3Yf SCALE 20 Iz-a " t3 LOAOAY ,Dve JOB N0. 38550-1 %D [REVISED c 5J9 r40�' POSY VY - SHEET 1 OF 1 rrn LOCATION MAP _ ,Gz SAMD ?.Sv 7/y -- n CZ. '713-- 9a -Go 5AuD_. --- D 1 L2 .. FIDE/MEP 5Y 713 T4ACE oi. Fe. zf (''! SQNo f' A OWATER ENCOUNTERED AT /32 ELEV. LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION �. UTILITY POLE _c+_ TOWN WATER —W�VI CATCH BASIN r e , GAS UNE G ` DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST L /)C�b PROJECT LOCATION LOT 1/ POLLOCIKRIP RD., S.Y. -- – — – (o-1?" A C oHFA�/ "'--b- Io k /a e25/ LDA14y 5 q A+D 9 3Yf SCALE 20 3'1 C I F,UE 5)4►4 D /Dye JOB N0. 38550-1 %D [REVISED c cINLIl4F'D POSY VY - SHEET 1 OF 1 rrn LOCATION MAP GD -N4 ,Gz SAMD ?.Sv 7/y 14D WATER ENCOUNTERED AT /yy" ELEV. _ fl DESIGN CALCULATIONS NUMBER OF BEDROOMS 3 GARBAGE DISPOSAL UNIT - NO TOTAL ESTIMATED FLOW _ GAL REQU DGSEPTIIC TANK CAPACITY R) 660 GAL/DAY ACTUAL SIZE OF SEPTIC TANK _1�0 GAL SOIL CLASSIFICATION I DESIGN PERCOLATION RATE < 5 MIN./IN. EFFLUENT LOADING RATE _0 74 GAL/DAY/S.F. LEACHING 11X34)+(45X2X10/12) 9� S0. FT. LEACHING CAPACITY (AREA X RATE) 332.26 GAL/DAY 449.0 X 0.74 RESERVE LEACHING CAPACITY 332.26 GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF V47HSTANDING H-10" LOADING UNLESS THEY ARE UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. NqI L /� C� j 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS I U pT / I SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. L 8. PARCEL IS IN FLOOD ZONE C. L' 9. LOT IS SHOWN ON ASSESSORS MAP 7R AS PARCEL 'a"/9b- t�l O 70. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A 6' BED 3Y �- OF 3/4' TO t 1/2' STONE OR ON MECHANICALLY COMPACTED JI NATURALLY OCCURRING SAND. < EHEAL r�t��r APPROVED: BOARD OF HEALTH I LOT ; f , i JJ' DATE f �� (tl° ' mol o R ii T. A. o9y� T yn or , : POSM 3 AGENT N W pO�OCK RIP ROAD FOCUS 'N� sr n q - q � y GF REGIONAL m a PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST L /)C�b PROJECT LOCATION LOT 1/ POLLOCIKRIP RD., S.Y. SWEETSER ENGINEERING 235 GREAT WESTERN ROAD P. 0. BOX 713 398_3922 SOUTH DENNIS, MASS. 02660 SCALE 20 DATE % JOB N0. 38550-1 %D [REVISED SHEET 1 OF 1 rrn LOCATION MAP REVISED I L '. • " � h ITfI ' I 9�,-Jt ' +1 1 �� ibill-Mal I CRYETALENjt•& IfX24 - x.':. 4", cHITFCTi•$TAN4ARV PORM - ... F I ��t�'.m_JG�.'�,-', N',1�tti.: 5"�. ^o.�A121�p✓'}�t�;� "S 't �oY6 !GALE DRAWN qY V ,.... ��'' fit,. ✓?A��.�t'L'. i'aA. - � -' wewseo i'n+2go M% DATE AP'ROVEOGY -ORAWIN6,NV'OCR -. MADE IN4a.A�. ..-'--•-!._-� ..T £t-� , ...G FSK:".:��4 �;�.. 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(,JC//v'l V�vrl.�`.��/. •�� t �i i.)Yi./`,� ., i... '�i : ,. " ,• �, fir, ��} ,� ; ' i '-, ' r- Xvl.,l ;=A-r -- j' .__ � tom.. � T ��A I i ti t a _} —-- -- �:, ,.:. _. "moi EG.Oy X_..--.:�.. n + r� tea. ✓;� + --s _ 1 2�'�.je. Tj � � ;.,, ,;x ' . .' `----'--en--..• ._ y�„�_,. T._.-__ _ _ ,-_ __:y�� '-�� _.. ..+G` .. _w-��-. Caw' p ow Loo,'_._.. _.17J' `tQ .r-OL LG L. K. P-1 W P O WK w� rsc V O r" r 1 �. k uo� h��{r h ;p rµ �" �a 'i• ..� .,...: ,:•. ,., ., ': .. 11r7r� LJ -nY , Y , ,1 M� . 5.,^'.:X'. :' .�, L. �i" � :-,. r,,,' ,". .. ., ,.. ";. �•.� ^ .. ��G�.r� __ :i!i. OAT[" AIIBQr[D �T � - pwAN�� J "iK �ARC1�lTKCM'RT�MAAMO IPwµ. ', ,•' '.: '", ... .. ,. - .. '. "4 •a v, W' 114 UA.A. i TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL TEST ELEV. ioZ'o 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST SEPT: 19. 1996 h CONCRETE CLEAN SAND SOIL TEST DONE BY SWEETS R N •IN FRmG COVERS LOAM AND SEED V47 E SED BY P. RRYANTDN 4' SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 ELEV.= ' MIN. PITCH 1/8 PER fT. PERCOLATION RATE Ir OBSERVATION HOLE 2 ELEV.= 2" LAYER OF X02_ MIN./INCH AT 7a INCHES DEPTH (� TEXTURE COLOR MOTT. OTHER 1/8" TO 1/2" p 4 4".CAST IRON PIPE rROJlj/CT LOCATION LOT d 19 PoRIP RD., S.Y. b -la" D WASHED STONE (OR EQUAL MINIMUM wa 4. Doi k'/ 5Ar,ID Io Y4 NOT TREQUIRED Id av p PITCH 1/4 PER FT. 7'8y �l sY- -- --- /�-�4rr Cr �>1ANy rout REVISED --- CZ _ _ z 1 CU. FT. OF LOCATION MAP RE"SED cj?.r% FLOW LINE SAA D 7/y o CONCR ANCHOR ELEV. ,a 10" -TMIN. /3_ ELEV. e ELEV. 7 `i' 6" SU P ELEV. Pf !' s .; i s� Yaia ' 10' ELEV. TqACE Fc or. fyrr. 8GAS - e _ 5y _ W3 I DISTRIBUTION LIQUID -DES P OUTLET , ..w (TO BE PLACED ON FIRM ELEV. BOX INFILTRATORS WITH STONE IN AN FEET jj 19 INCHES BASE) TO BE WATER TESTED i 7� j 6 FEEL 4 INCHES 1 500 GALLON IF MORE THAN ONE OUTLET 11' X 34' X 10" TRENCH FORMATION M DEPTH HORIZ TEXTURE COLOR MOTT. OTHER O-fo" p rROJlj/CT LOCATION LOT d 19 PoRIP RD., S.Y. b -la" D CoA"y SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. O. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 wa 4. Doi k'/ 5Ar,ID Io Y4 Id av p C D A AI $ Aqp 7'8y �l sY- -- --- /�-�4rr Cr �>1ANy rout REVISED --- CZ _ Sq N0�" blS LOCATION MAP RE"SED dy>_SU CZ SAA D 7/y Spars 7/9 /3_ TqACE Fc or. fyrr. FruE/14rb S[iA1D _ 5y _ W3 77 FEET - 29 INCHES �% t' 8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION :� WELL AlOWATER ENCOUNTERED AT 3-2 F ELEV. _ r' 7. ZONE Mb WATER ENCOUNTERED AT /r/�/ ELEV. _ WAS D 1 1/2 SYSTEM (SAS) INDEX WASHED STONE ADJUST LEGEND DESIGN CALCULATIONS SEWAGE .DISPOSAL SYS'T'EM PROFILE USGS PROBABLE WATER TABLE ELEV. - (XISTING SPOT ELEVATION 00.0 OBSERVED NUMBER OF BEDROOMS 3 T NOT TO SCALE WATER TABLE ( / - ) ELEV, _ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT ALO BOTTOM OF TEST HOLE fLEV. _ FINAL ,SPOT ELEVATION 0. TOTAL ESTIMATED FLOW FINAL CONTOUR (..11-0-GAL/BR./DAY X 3 BR.) 330 GAL/DAY SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY660 GAL UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK -900 GAL TOWN WATER ®WSW SOIL CLASSIFICATION CATCH BASIN ®� DESIGN PERCOLATION RATE 5 5 MIN./IN. GAS LINE G EFFLUENT LOADING RATE 0,74 GAL/DAY/S.F. LEACHING AREA roo (11X34)+(45X2X10/12) 449.0 SQ. FT. PQ LEACHING CAPACITY (AREA X RATE) 332.26 GAL/DAY 449.0 X 0.74 D RESERVE LEACHING CAPACITY 332.26 GAL/DAY /i57 NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. L ` TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) , 2. ALL COVERS TO SANITARY UNIT'S SHALL BE BROUGHT TO L ° 7-0 O WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENT'S OF THE SANITARY SYSTEM SHALL BE CAPABLE OF /b' Z>v :!;rt o WITHSTANDING H-10'LOADING UNLESS THEY ARE UNDER OR WITHIN 1904 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED DRIVES OR 4. ANY M SONARYR UNIT'S USED TOWITHIN 10 FTOBRING COVERSPTOKING GRA ER SHALL BE MORTARED IN PLACE. tai , 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS OWNER / APPLICANT IS TO 1 0010, OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. i' AJh(t- 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR �� !UO` \ IS TO CALL "DIG -SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. / LOT' 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS tlsr.CID) t : Q - Q SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. J� _ S. PARCEL 1S IN FLOOD ZONE C. 3 9. LOT IS SHOWN ON ASSESSORS MAP - 72 AS PARCEL 'f/90- 10. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A 6" BED ��r V OF 3/4" TO 1 1/2" STONE OR ON MECHANICALLY COMPACTED NATURALLY OCCURRING SAND. 10 O 9" ' g srr oPt.r ` -- , IavW DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST rROJlj/CT LOCATION LOT d 19 PoRIP RD., S.Y. O G" D SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. O. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 A 4. Doi k'/ 5Ar,ID Io Y4 Id av p C D A AI $ Aqp 7'8y �l sY- -- --- 3Y Cr Frur' 5.arN13 ioY+2 7/!. REVISED --- CZ 3Y Gt) Fr7.rrlmev St+Alp 115y 7/y LOCATION MAP RE"SED GD-Ny CZ SAA D 7/y EcEF01( OCT 2 5 9S OTi e? �_` =14 ''l° �g5 APPROVED: BOARD OF HEALTH S > C` I DATE F" s 0o �� T.A.. Y ` DUMAJS -=1K No. 619 `•)s' F A(;FNT /GF BEA�011 N WA VOLLOCK RLP ROAO I,ocUs = o� sf D q� _ y o D REGIONAL o n m PROPOSED SEPTIC DESIGN FOR DAVENPORT REALTY TRUST rROJlj/CT LOCATION LOT d 19 PoRIP RD., S.Y. SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. O. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DAIS JOB NO. 3850-1,,go REVISED LOCATION MAP RE"SED SHEET 1 OF 1