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HomeMy WebLinkAbout125.23 - Proposed Septic DesignTOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR g ELEV. _ �t� @ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ' CLEAN SAND CONCRETE .ttr3 �l�G 14 ..nii 9: • �.� y COVERS 4" SCHEDULE '40 PVC PIPE LOAM AND SEED MIN. PITCH 1/8 PER FT. (�E�L `%�C Gl r 2" LAYER OF f ` - V �' .00 1 /8" TO t /2" C�> X1.00 MAX. WASHED STONE VENT 7. r CAST IRON PIPE " (s� (OR EQUAL) MINIMUM �•� NOT REQUIRED ' SLAB ELEV. _ =_ PITCH 1/4- PER FT. z FLOW LINE91.00`or ELEV. _ 10" 0CI0000000 MIN. 0 0 0 0 2 0 V. 11s6b LEVEL Q ° 00000000000 ° V. 01.0 6- SUMP 0 0 0 0 00 0 00 0 • ELEV. � - BA GAS ELEV. _ �.�. 0 o° ° ° DISTRIBUTION ELEV. _ a° 0 0 0 0 0 0 0 0 0 0❑ o ° ELEV. LIQUID OUTLET SOS _ 0 0 0 0 8&25 DEP TEr (TO BON FIRM BASE) Z 500 GALLON GALLEYS WITH 4 FEET 14 IN TO BE WATER TESTED STONE IN AN 5 FEET 19 ° INCH IF MORE THAN ONE OUTLET 6 FEET 24 INCHES 1 GALLONb 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) 13' X ss' X r TRENCH FORMATION i WELL N A 5 7.75 ZONE 8 FEET 34 INCHES SE?TiC TANK 3/4" TO 1 1/2- CLEAN SOIL ABSORP I ION : 177 INDEX DOUBLE WASHED STONE SYS 1 Gtr SAS ADJUST FREE OF FINES & SILT USGS PROBABLE WATER TABLE ELEV. SEWAGE DISPOSAL SYSTEM STEM PROFILE OBSERVED WATER TABLE (: / / ) ELEV. NOT TO SCALE BOTTOM OF TEST HOLE -ELEV. ROAD - - . 92.2 SOFTEST DONE BY IEE DUMAS �pS�P �+� f C Nt DESIGN CALCULATIONS WITNESSED BY A. VON HON�___ R�� JNUMBER OF BEDROOMS ._3� M A R GA _ I L a� .93.6 GARBAGE DISPOSAL UNIT �2r OSSERVATI I HOLE ELEV.=. 3-1_ TOTAL ESTIMATED FLOW PERCOLATION RATE < 2 MIN./INCH IN C3 HORIZON DEPTH HORIZ TEXTURE (110 GAL/M/W X -A- BR.) GAL./DAY OTHER 0-7 0 FA LOAMY SAND ITY TANK CAPACITY REQUIRED SGAL ROOTS 7-22 B LOAMY SAND ACTUAL. SIZEPTIC OF SEPTIC 1!,i� GAL. 12. A VARIANCE OF 2.8 IS REQUIRED FOR THE TOP OF FOUNDATION TO BE APPRO OGD. BOARD OF HEALTH 22-48 gFi"0_ - FINE/MED. SAND SOIL CLASSIFICATION 1 'RATE F- 48-78 / TOP SOIL LAYER DESIGN PERCOLATION -MIN./IN. °� 78-132 / p MED/COURSE SAND -EFFLUENT LOADING .RATE _Dn GAL./DAY/S.F. OBBLE 0 to to LEACHING AREA . IZM SQ. FT. SHEET 1 OF 1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 1 / / 50� GALL q ,-(13X25) + (3==) \ - k - '�\t�1.1 6. U11LITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR LEACHING CAPACITY (AREA X RATE) MUD GAL/DAY 1 LIMIT OF SEPIVC TA is 0�� / • 90.7 `■ IS TO CALL "DIG -SAFE" AT 1-888-344-7233: AT LEAST 72 HOURS 477.00 X 0.74 " / / / / 98.4 Q RESERVE LEACHNG CAPACITY $ GAL./DAY t K 78fip 'SOIL \ \ 101.8 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS \ \ \ \ ROTES . SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION .-•/" / \TEST 2 \ 1. ALL WORKMANSHIP •AND MATERIALS SHALL CONFORM TO D.E.P. � 1d�o. 81 •.-. , u. - D �. TITLE 5 'AND THE TOWN RULES AND REGULATIQNS FOR THE Y ,� \ 00.00 .�,..-., , c acv DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-7 0 FA LOAMY SAND 10YR3 3 NO ROOTS 7-22 B LOAMY SAND 10YR5/6 12. A VARIANCE OF 2.8 IS REQUIRED FOR THE TOP OF FOUNDATION TO BE APPRO OGD. BOARD OF HEALTH 22-48 Cl FINE/MED. SAND 10YR6/8 \ \ 48-78 C2 TOP SOIL LAYER 10YR6/2 °� 78-132 C3 MED/COURSE SAND 10YR6/4 OBBLE / - Z SUBSURFACE DISPOSAL OF SEWAGE. 100.3 2.' ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO NO WATER ENCOUNTERED AT 132 ELEV. _ _82.10 C� WITHIN 6 OF FINISHED GRADE. ,r 3: ALL COMPONENTS OF' .THE ;SANITARY<SXS.TEM SHALL BE 'CAPABLE OF VATiON HOLE Z -o - -_ _- __ _:__, W1TH5-TANDNG,_H--10 taADtNG UNLO*SS TH`cY ARE UNDER cut MMJLN d `-' - .. _ PERCOLATION RATE < 2 MIN /NCH IN � C3 HORIZON 10 FT OF DRIVEOi PARKING AREAS. H 20 LOADING SHALL BE -- DEPTH \... 1, / MOTT. OTHER USED UNDER OR WITHIN ,10 FT. OF DRIVES OR PARKING AREAS. O/A LOAMY SAND 10YR3/3 NO / 9-18 • 4. ANY MASONRY UNITS USED ;TO BRING COVERS TO GRADE SHALL LOAMY SAND 10YR5/6 100:2 12. A VARIANCE OF 2.8 IS REQUIRED FOR THE TOP OF FOUNDATION TO BE APPRO OGD. BOARD OF HEALTH 18-48 Z. BE MORTARED IN PLACE. LESS THAN 2 ABOVE THE HIGH POINT IN ROAD, \ \ 78- 100.9 FILL LAYER 10YR6/2 SAO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH °� -138 C3 l MED/COURSE SAND 10YR6/4 73DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 0 to to $ SHEET 1 OF 1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LOCATION MAP 50� GALL q �.' \ - k - '�\t�1.1 6. U11LITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1 LIMIT OF SEPIVC TA is 0�� \ IS TO CALL "DIG -SAFE" AT 1-888-344-7233: AT LEAST 72 HOURS 5'\OVERDIG Q PRIOR TO COMMENCING WORK ON 'SITE. t K 78fip 'SOIL \ \ 101.8 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS \ \ \ \ \\ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION .-•/" / \TEST 2 \ \ \ � 1d�o. 81 , u. IS TO BE BROUGHT TO .THE ATTENTION OF THE DESIGN ENGINEER ,� \ \ c acv � IMMEDIATELY. C 101.8 C LEGEND: 100 EtfYAtlr1A� !Gl'tAT 3 .` (�ssr�em) 8. PARCEL IS. IN FLOOD ZONE, 9. LOT IS SHOWN ON ASSESSORS MAP 128 _ AS PARCEL 23 - FOR \ \\ ��" \ \ S` '''" 10. ALL UNSUITABLE MATERIAL SHALL BE: REMOVED FROM UNDER AND INIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-9 O/A LOAMY SAND 10YR3/3 NO ROOTS 9-18 • 8 LOAMY SAND 10YR5/6 100:2 12. A VARIANCE OF 2.8 IS REQUIRED FOR THE TOP OF FOUNDATION TO BE APPRO OGD. BOARD OF HEALTH 18-48 Cl FINE/MED. SAND 10YR6/8 LESS THAN 2 ABOVE THE HIGH POINT IN ROAD, \ \ 78- C2 FILL LAYER 10YR6/2 D. BOX \ °� -138 C3 l MED/COURSE SAND 10YR6/4 COBBLE �'' UN \\, �` \ , \ �^ \ . � \ `� Op -0 - A M WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3). NO WATER ENCOUNTERED AT 138" ELEV. _ ,80.50 U' \ `.�/ 11. A NEGATIVE GRADE. OF 3/4 PER FOOT SHALL BE MAINTAINED FOR A TOTAL AREA 21,814 f S F. . SOIL �, 1 0 �'" \ � ` y� MINIMUM OF 15'. AWAY FROM THE FOUNDATION. r \ 100:2 12. A VARIANCE OF 2.8 IS REQUIRED FOR THE TOP OF FOUNDATION TO BE APPRO OGD. BOARD OF HEALTH ak EST �� �� N. LESS THAN 2 ABOVE THE HIGH POINT IN ROAD, \ \ 00 mac^ <`n`p` DATEAP R I L 15, 2003 D. BOX \ °� DATE AGENT FH_Iy,J u IStllf-mua 2429-OO.DWG © T.A. DUMAS LOT 20.&22 a o. 6P a zyQ� y LOCUS �- �F9 d,9yd PROPOSED SEPTIC DESIGN FOR . AMERT NA RDINI TOTAL AREA 21,814 f S F. . SOIL �, 1 0 �'" \ � ` y� r ROJ: LV 11.7 20 & 22 MAMM HEM RD YOUTHPORT, MASS EST �� �� N. TADCO ENVIRONMENTAL CONSULTANTS r 26 COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 ' DATEAP R I L 15, 2003 V. SCALE 1 " = 20' Job No. 2703 REVISED SHEET 1 OF 1 LOCATION MAP 50� GALL q �.' \ - k - '�\t�1.1 �� oF `\ UA Ssgcy 1 LIMIT OF SEPIVC TA is 0�� \ %,X �0�J.7�� 5'\OVERDIG \ 98.9 \ t K 78fip jr G�+ \ ) \ \ ,off T o •) 91.90 / .-•/" / � v • 1b`4 � 1d�o. 81 • ,� 101ii� $ � � o 101.8 ITAa�P� LEGEND: EXISTING SPOT ELEVATION x0.0 1 EXISTING. CONTOUR ----00---- FINAL SPOT ELEVATION FINAL CONTOUR 1 SOIL TEST LOCATION ® ' // 2 , iH UTILITY POLE I TOWN WATER -WW CATCH BASIN / 105 GAS LINE0 G _ / 96.3 3a1 r CLEANOUOT C.O. FH_Iy,J u IStllf-mua 2429-OO.DWG © T.A. DUMAS 6P a zyQ� y LOCUS �- �F9 d,9yd PROPOSED SEPTIC DESIGN FOR . AMERT NA RDINI ROJ: LV 11.7 20 & 22 MAMM HEM RD YOUTHPORT, MASS TADCO ENVIRONMENTAL CONSULTANTS r 26 COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 DATEAP R I L 15, 2003 SCALE 1 " = 20' Job No. 2703 REVISED SHEET 1 OF 1 LOCATION MAP REVISED FH_Iy,J u IStllf-mua 2429-OO.DWG © T.A. DUMAS