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Home My WebLink AboutEngineered Plan - Rev. 2000Lv/ evt50 mc:Tf2j& 5e,IL,�> . .Z�so (�s -t �t' .: 6, s ori ��.c ) DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV - �� NUMBER OF BEDROOMS N NOT TO SCALE OBSERVED WATER TABLE ( 2/ t'L /CO) ELEV. _ �� 75 GARBAGE DISPOSAL UNIT NO BOTTOM OF TEST OLE ELEV71 d. = - _5, TOTAL ESTIMATED FLOW p ( 110 GAL/BR./DAY X � BR.) GAL/DAY y75 REQUIRED SEPTIC TANK CAPACITY 00 GAL r,Ij ACTUAL SIZE OF SEPTIC TANK 1500 GAL Z-7.45 at-,6� 17001 P pN =_ •�• ,� 1�Q ! lit C.. t sV FO SOIL CLASSIFICATION I PUMP o PF • a DESIGN PERCOLATION RATE < 5 MIN./IN. borrvrA paslusiDF Pum PC14Akl6tlrC 0,2�_ � _ --�t° CII��,•r��r�� C�;L,CL>(.,�� rt �% EFFLUENT LOADING RATE D-74- GAL/'DAY/S.F. aorrorn or- owm Ue PNMP 0,;, -<--joy r r .Ri LEACHING AREA `� SQ. FT. 7r^"i417 ev t SIj6V1I s! Tf ;-3 tT)4 1�`lf ,°; LEACHING CAPACITY (AREA X RATE) 2 GAL/DAY (I► X S RESERVE LEACHING JdAPACITY &s A GAL/DAY �I $��-R/c� E j NOTES: � i /00o Hzo 1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF \6114!x""LEV RULES AND Ot'o V° r `. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO q\1 WITHIN 6" OF FINISHED GRADE. --- �� pt i `�,� _ �" ��' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF All 011 MWITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN • �^~^- �----- _ -- --- 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE r ifs: i'3pGo USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. �*J`'. 4. BE MORTARED NANY MASONARY UPLACE.NITS USED TO BRING COVERS TO GRADE SHALL t� ?` 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED O�2 ZONING R LAT!ONS, _ OWNER /- APPLICANT IS TO • � t _ EGU � I OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. Nt1�'i'G�ti 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 1 t ,coo, � t : K t� '/1 �'�� C i; �� ". t , t -1 SC7l(,. iZEGV{.,, PRIOR TO COMMENCING WORK ON SITE. i Co,Okj { 7.-. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ,�,''� i� �- I' P� !`.r 1 ��' C2tXi.1'I to` 'Pq� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION L� ' t, ' t 1 I! 2✓�. — 2, z. ; #4 T) IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER r IMMEDIATELY. . 1 I td ti 3 y �`_ - -IZt✓iVi(}\/E``� 1:3 (I A� b X1..1 l`t G'elC 8. PARCEL IS IN FLOOD ZONE _.----- .._.r //r ^AGT//EN6-. XAj!J.P4GT 9. LOT IS SHOWN ON ASSESSORS MAP f` ,!r AS PARCEL !Ncctt �' i 1+u%C) •'Tuan-_ 10. EXISTING SEPTICS ARE TO BE PUMPED AND BACKFILLED. T � ' I.._.._._._. 1 / 1, ��I c c::.x.-�C.. �tf �. #�c:. itrt f.: �•t,..� �-?�� f`' Pit V�Irrtxlr I L.li,i T�1 I e P ..�t1 `•ice `C,," r`K..I' . t : 1 s�.•��`� 1� Irl {'�� Gll�l l~ � IE _ �, r - 1 - ' �• ��we �,tv -I �/Q TgE0 f_a i , SUo i JE nm peur- �i(�A.1-�oo7-1N6 To 13F 1'fjW. = S,S ec-L )C.�TcL�r �{ X i s i 17k'(r �.U�' t, EMEALTHDEPT." BOARD OF HEALTH 2000 DATE ti AGENT Ll— E�i_5Te�3rMcE ; r la, 7.t? i it�Is�De FACC is TU �E f .� PROPOSED SEPTIC DESIGN ` 1 j � 'Irr v �..✓ I _ �L �2.. � z �� L Tb E t FOR rk LOT IBJ r i ,j �A ��;1r� 2�DA\1I L c-�(::.(.� ,22 WA Ll.. PROJECT LOCATION oN o y- S n s -7-0 E o-`7 5 V L F� �lRrGtANG O1 - $fi 5 TO LAG/rJE vNALL S€-' TIC �A TADCO ENVIRONMENTAL CONSULTANTS s r►- �(N OF A1q^`,If J � 51t�I � o�► F: ) � yGz 26 COMPASS LANE, DENNIS, MA 02638 { y 07 A. r " (508) 385-2425 DUMAS N ,> TO No. 619; _,- .' DATE � j/SCALE �� (/v/r7f t •SI'(r�� /�' C`u'e s(%/�i'!�{ /'` �y P O yr� a )i I t(10 ST NOFA� . S NIR RSS� q TA � P r' TANYA 9c ,�"' • ; ¢ ; _� REVISED .fir "r !, JOB N0.,del DAIGNEAULT n 1� °.`t C+n'r• r. e rJ 0.1095 LOCATION MAP SED SHEET 1 OF �Ni ARP 01998 T. A. DUMAS TEST 20 FT. MINIMUM FROM CELLARSOIL 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND E OF SOIL TEST SOILETEST DONE BY T. 6. DVM4S I WITNESSED BY K ,vl CONCRETE • COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEEq j OBSERVATION HOLE 1 ELEV- MIN. PITCH 1/8* PER FT. 2' � LAYER OF nONl A�TEXTURE MIN./INCH ATCOLOR .,, 1/ATO 1/2" LEGEND: DEPTH�HORIZ MOTT. OTHER " CAST IRON PIPE 6 " 6 W ED STONE VENT EXISTING SPOT, ELEVATION 00„0 O_1�ls 7`DPS�!L- (fir`'° 'T +� OR EQUAL) MINIMUM '��r� REQUIRED EXISTING CONTOUR ----00---- )�i j I- =ILL - 'ITCH 1/4" PER FT. 0 �� 'i z 1 CU. FT. OF FINAL SPOT ELEVATION FINAL CONTOUR 00 t-�- FLOW LINE r7.Q8 i', CONCRETE ANCHOR 7.98 SOIL TEST LOCATION UTILITY POLE -0- _ -� tars t; j ry ELEV. _ �•, -7 MON. TOWN WATER —W�W_� I .. T V _ 4,1 a LEVEL o , // a -• ° 10" ' CATCH BASIN G/®� GAS UNE 21� CZ �E/aT ELEV.:.� ": ELEV. _ -%•$ 6 SU P ELEV = 7, _ 0 ELEV. �, _ :5.2• /�J CLEAN OUT C.0\Y, BAFFLE DISTRIBUTION cEssPooL c.P.O ^ OUTLET BOX EJ► u HIGH CAPACITY INFILTRATOR$ WITH C3 it1 tom. 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED r STONE IN AN (� X 3 k ld' TRENCH FORGRATION 19 INCHES 24 INCHES IF MORE THAN ONE OUTLET 1500 GALLON (/j-,zc)TO 11 M I W 29 WATER ENCOUNTERED AT 1271/ ELEv. 34 INCHES 34 INCHES BE PLACED ON FIRM BASE SEPTIC TANK ( " ) " SOIL ABSORPTION, � WELL ZONE TM k`s1D t i GTtc wNf MP- PK � � 3/4- TO ST1ONE SYSTEM (SAS) INDEX JU! � vSr � � Lv/ evt50 mc:Tf2j& 5e,IL,�> . .Z�so (�s -t �t' .: 6, s ori ��.c ) DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV - �� NUMBER OF BEDROOMS N NOT TO SCALE OBSERVED WATER TABLE ( 2/ t'L /CO) ELEV. _ �� 75 GARBAGE DISPOSAL UNIT NO BOTTOM OF TEST OLE ELEV71 d. = - _5, TOTAL ESTIMATED FLOW p ( 110 GAL/BR./DAY X � BR.) GAL/DAY y75 REQUIRED SEPTIC TANK CAPACITY 00 GAL r,Ij ACTUAL SIZE OF SEPTIC TANK 1500 GAL Z-7.45 at-,6� 17001 P pN =_ •�• ,� 1�Q ! lit C.. t sV FO SOIL CLASSIFICATION I PUMP o PF • a DESIGN PERCOLATION RATE < 5 MIN./IN. borrvrA paslusiDF Pum PC14Akl6tlrC 0,2�_ � _ --�t° CII��,•r��r�� C�;L,CL>(.,�� rt �% EFFLUENT LOADING RATE D-74- GAL/'DAY/S.F. aorrorn or- owm Ue PNMP 0,;, -<--joy r r .Ri LEACHING AREA `� SQ. FT. 7r^"i417 ev t SIj6V1I s! Tf ;-3 tT)4 1�`lf ,°; LEACHING CAPACITY (AREA X RATE) 2 GAL/DAY (I► X S RESERVE LEACHING JdAPACITY &s A GAL/DAY �I $��-R/c� E j NOTES: � i /00o Hzo 1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF \6114!x""LEV RULES AND Ot'o V° r `. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO q\1 WITHIN 6" OF FINISHED GRADE. --- �� pt i `�,� _ �" ��' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF All 011 MWITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN • �^~^- �----- _ -- --- 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE r ifs: i'3pGo USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. �*J`'. 4. BE MORTARED NANY MASONARY UPLACE.NITS USED TO BRING COVERS TO GRADE SHALL t� ?` 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED O�2 ZONING R LAT!ONS, _ OWNER /- APPLICANT IS TO • � t _ EGU � I OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. Nt1�'i'G�ti 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 1 t ,coo, � t : K t� '/1 �'�� C i; �� ". t , t -1 SC7l(,. iZEGV{.,, PRIOR TO COMMENCING WORK ON SITE. i Co,Okj { 7.-. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ,�,''� i� �- I' P� !`.r 1 ��' C2tXi.1'I to` 'Pq� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION L� ' t, ' t 1 I! 2✓�. — 2, z. ; #4 T) IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER r IMMEDIATELY. . 1 I td ti 3 y �`_ - -IZt✓iVi(}\/E``� 1:3 (I A� b X1..1 l`t G'elC 8. PARCEL IS IN FLOOD ZONE _.----- .._.r //r ^AGT//EN6-. XAj!J.P4GT 9. LOT IS SHOWN ON ASSESSORS MAP f` ,!r AS PARCEL !Ncctt �' i 1+u%C) •'Tuan-_ 10. EXISTING SEPTICS ARE TO BE PUMPED AND BACKFILLED. T � ' I.._.._._._. 1 / 1, ��I c c::.x.-�C.. �tf �. #�c:. itrt f.: �•t,..� �-?�� f`' Pit V�Irrtxlr I L.li,i T�1 I e P ..�t1 `•ice `C,," r`K..I' . t : 1 s�.•��`� 1� Irl {'�� Gll�l l~ � IE _ �, r - 1 - ' �• ��we �,tv -I �/Q TgE0 f_a i , SUo i JE nm peur- �i(�A.1-�oo7-1N6 To 13F 1'fjW. = S,S ec-L )C.�TcL�r �{ X i s i 17k'(r �.U�' t, EMEALTHDEPT." BOARD OF HEALTH 2000 DATE ti AGENT Ll— E�i_5Te�3rMcE ; r la, 7.t? i it�Is�De FACC is TU �E f .� PROPOSED SEPTIC DESIGN ` 1 j � 'Irr v �..✓ I _ �L �2.. � z �� L Tb E t FOR rk LOT IBJ r i ,j �A ��;1r� 2�DA\1I L c-�(::.(.� ,22 WA Ll.. PROJECT LOCATION oN o y- S n s -7-0 E o-`7 5 V L F� �lRrGtANG O1 - $fi 5 TO LAG/rJE vNALL S€-' TIC �A TADCO ENVIRONMENTAL CONSULTANTS s r►- �(N OF A1q^`,If J � 51t�I � o�► F: ) � yGz 26 COMPASS LANE, DENNIS, MA 02638 { y 07 A. r " (508) 385-2425 DUMAS N ,> TO No. 619; _,- .' DATE � j/SCALE �� (/v/r7f t •SI'(r�� /�' C`u'e s(%/�i'!�{ /'` �y P O yr� a )i I t(10 ST NOFA� . S NIR RSS� q TA � P r' TANYA 9c ,�"' • ; ¢ ; _� REVISED .fir "r !, JOB N0.,del DAIGNEAULT n 1� °.`t C+n'r• r. e rJ 0.1095 LOCATION MAP SED SHEET 1 OF �Ni ARP 01998 T. A. DUMAS