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Home My WebLink About125.23 - Proposed Septic Design (2)TOP OF FOUNDATION COLOR 20 FT. MINIMUM FROM CELLAR 1G1.G0 ELEV. = ----- 10 FT. MINIMUM 1C FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND 10YR5/6 4. ANY MASONRY UNITSUSED TO BRING COVERS TO GRADE SHALL 18-.48 Cl' FINE/MED. SAND 'CONCRETE ' 78- 1 C2 FILL LAYER BE; MORTARED IN PLACE: TADCO ENVIRONMENTAL CONSULTANTS 26 (COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 COVERS 4". SCHEDULE 40 PVC PIPE LOAM AND SEED COBBLE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH MIN. PITCH 1/8" PER FT. 2" LAYER OF 9.00 REVISED ,j I 1/8" TO 1/2 z -LOCATION MAP iWASHED STONE 94.00 MAX. VENT \ 4„ CAST IRON PIPE \ i \ " 91.75 MIN. NOT REQUIRED SLAB ELEV. _ (OR EQUAL) MINIMUM 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SOIL \ \ \ \ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION -z 1TEST 2 _3,50 _ -- - PITCH 1/4" PER. FT. LaiP\ �\ \ \ \ G eASV IMMEDIATELY. 92:9 n� . -. _ 8. PARCEL IS IN :FLOOD ZONE 25 23 9. LOT IS SHOWN ON ASSESSORS MAP ------ AS PARCEL ------ \ \ : ` 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED cln _ FLOW LINE 91.00 rn r� cv ELEV. = 92.00 ------ _F 10" �"� o c ❑��❑OOO❑❑O� o a °� n��{ J IMIN. LEV. 91.50 LEVEL c o C30000El000❑0 ° o ° _ ELEV. - X9175 GAS BAFFLE 6" SUMP _ 91.23 ELEV. _ 91L4Q_ ELEV. -:---- ° oo.00 171000 000000, ° o�2' L o Q �j DISTRIBUTION p ° o -o LIQUID OUTLET - f®N - ELEV. - BOA _�4.2;f_ o o° oD❑C}da❑❑OOf] o o° o _ 83.25 0 CD ELEV. - DEPTH 4 FEET TEE 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 2 500 GALLON GALLEYS- WITH STONE IN AN - 5 FEET 19:INCHES ^ IF MORE THAN ONE OUTLET 1 500 GALLON 6 FEET 7 FEET 24 INCHES 29 INCHES _ TO _BE PLACED ON FIRM BASE) SEPTIC TANK ( 13' X 25' X 2' TRENCH FORMATION z - � WELL NY A .75 'ZONE / 8 FEET 34 INCHES 3/4. TO _1 1/2.. CLEAN A SOIL ABSORPTION INDEX .-DOUBLE WASHED. STONE ADJUST I - �+ FREE OF FINES "& SILT SYSTEM STEM SAS .- USGS PROBABLE"WATER TABLE ELEV. = SEV�AGE DISPOSAL SYSTEM PRC9LE OBSERVED WATER TABLE ( / / ) ELEV. _ --- -- D NOT TO SCALE BOTTOM OF TEST HOLE ELEV. A x R D -" _ __ - -- - N _ DATE OF SOIL TEST Da ---. EP .. , 92.2 JOS - SOIL TEST DONE BY.:IEf1,..D1JS�IAS_-___-_ DESIGN CALCULATIONS, VON j i WITNESSED BY -oA_HOrIE__- _-' x __ n - �' - - - - MAP - . - � / L` 93.6 A NUMBER OF BEDROOMS 3--ELEV.=_ 0..L_' GARBAGE DISPOSAL UNIT DRQV/� IO HOLE 9 M - `ins- PERCOLATION RATE<__� MIN:/INCH IN, C3 HORIZON TOTAL` ESTIMATED FLOW / 110 GAL/ER./DAY X j BR.) 330_ GAL /DAY DEPTH , HORIZ TEXTURE ; COLOR MOTT: OTHER y y / / REQUIRED . SEPTIC TANK CAPACITY C60 GAL. 0-7 0/A LOAMY SAND 10YR3/3 NO ROOTS / i6 `15 x 87. / ACTUAL SIZE OF SEPTIC TANK ..1�_ GAL. < 7-22 B LOAMY. SAND :_: 10YR5/6 0 / CLASSIFICATION SOIL CLASSI -_ �-- DESIGN PERCOLATION RATE 5_- MIN./IN. 22-48, Cl FINE/MED. SAND 1,OYR6/8 \ EFFLUENT LOADING RATE • ,,Q,7 GAL./DAY/S.F. z 48:78 C2 TOP SOIL LAYER 10YR6/2 X98.6 LEACHING AREAlzoo SQ. FT. 78-132 C3 - MED/COURSE SAND 10YR6/4 COBBLES (13X25) + (38=2) - i LEACHING CAPACITY (AREA X RATE) _352,9.3 GAL./DAY x 90.7 / _ 477.00 X 0.74 / 98.4 RESERVE LEACHING. CAPACITY 352.9 GAL./DAY NOTES: 1. ALL .WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. / ✓ / / / D TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE - Z SUBSURFACE DISPOSAL OF SEWAGE. Cl x C7 100.3 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WATER ENCOUNTERED AT 132__ ELEV. _ 82.110 NO x 8�`.6 / / N / / - � WITHIN 6" OF FINISHED GRADE: . o 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 92.0 0 VATi I�__ 2_ _ELEV.. vM IHSTANDiNG H-10 LOADING UNLESS-TH€Y ARE k1NDER-OR�iLTHIN= . -_ iNCFi `HZ'iniwiv - PERCOLATION RATE _i N.. 11v G3 1 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE _ - -- ' DEPTH HORIZ TEXTURE COLOR MOTT. - .OTHER USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 10YR3/3 NO ROOTS 9-18 B LOAMY SAND 10YR5/6 4. ANY MASONRY UNITSUSED TO BRING COVERS TO GRADE SHALL 18-.48 Cl' FINE/MED. SAND 10YR6/8 78- 1 C2 FILL LAYER BE; MORTARED IN PLACE: TADCO ENVIRONMENTAL CONSULTANTS 26 (COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 \ \ I x 100.9 COBBLE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 73 DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO REVISED ,j OBTAIN SUCH DETERMINATION FROM APPROPRIATE- AUTHORITY. z -LOCATION MAP 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SKEET 1 OF1 \ IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS \ i \ 101'8 PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SOIL \ \ \ \ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 1TEST 2 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER LaiP\ �\ \ \ \ G eASV IMMEDIATELY. 92:9 N. aEYAnAV- 100.00'C 100.3 (A =MM) 8. PARCEL IS IN :FLOOD ZONE 25 23 9. LOT IS SHOWN ON ASSESSORS MAP ------ AS PARCEL ------ \ \ : ` 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED DEPTH HORIZ TEXTURE COLOR MOTT. - .OTHER 0-9 0/A LOAMY SAND 10YR3/3 NO ROOTS 9-18 B LOAMY SAND 10YR5/6 18-.48 Cl' FINE/MED. SAND 10YR6/8 78- 1 C2 FILL LAYER 10YR6/2 TADCO ENVIRONMENTAL CONSULTANTS 26 (COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 -138 C3 MED/COURSE SAND ij 10YR6/4 COBBLE 6 8 \ 1 i 0�jop•0 WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 11. A NEGATIVE GRADE OF 3/4" PER FOOT SHALL BE MAINTAINED FORA NO WATER ENCOUNTERED AT 138" ELEV. _ __$0.50 _ MINIMUM OF 15' AWAY FROM THE FOUNDATION. _. 100.2 12. A VARIANCE OF 2.8' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE APPROVED: PPRO ED: BO /I, pD OF HEALTH LESS THAN 2' ABOVE THE HIGH POINT IN ROAD.00 1: i` 1� V 1i L /�'1f� ( �'i s o D. BOX \ �cn \ 93,1. �� \ �� o - 1 f \ o DAVE AGENT LDT 20 & 22 3, pp \ 1 Q - TOTAL AREA 27,814 f S. F. SOIL o a EST 1A x \ 150" ALL Nty �IMIT OF SEP�VC TAN t , pt; \ `�t01.,1Op•7 x 5'\ OVERDIG \ x J98.9 \ _- a5 x) 91.9 100.4 o j 4 / / 1 x 101: 101.8 7" EXISTING SPOT ELEVATION x0.0 2k / EXISTING CONTOUR ----00---- �6• / A i FINAL SPOT ELEVATION }' FINAL CONTOUR 00 TP 501E TEST LOCATION UTILITY POLE / 05• a* Pil 1c t° TOWN WATER -W-W CATCH BASIN.L;� GAS LINE G ` x s' I C / 96.3 �� 1 �•�?`3w3P;�s CESSPOOLOems C. b 3 CLEANOUT -O. n F 19 C.• \S8 PROJj2429-00dw \2429-OO.DWG 0_T.A. DUMAS 6P zip 2 LOCUS - 9� o F1, qyo PROPOSED SEPTIC DESIGN FOR DI'I PROJ: �;r� Ili 24 22 ` ICS T RD Y.IO ORT S � TADCO ENVIRONMENTAL CONSULTANTS 26 (COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 DATEAPRIL 15, 2003 A. scALE �,, _ 20' JOB N0. 2703 -� REVISED ,j -LOCATION MAP REVISED SKEET 1 OF1 n F 19 C.• \S8 PROJj2429-00dw \2429-OO.DWG 0_T.A. DUMAS