The URL can be used to link to this page

Home My WebLink About125.128.2 - Proposed Septic Design�.... ; `"T"` ut WASHED STONE - 40 CAST, IRON PIPE 0 TREQUIRED ° (OR EQUAL MINIMUM _ - PITCH 1/4 PER FT. ? 1 CU. FT. OF CONCRETE FLOW UNE ,'' o ANCHOR = rU 70, E1 EV iWIN. A p " 10* JQLROL • o ELEV. _ GASV. DISTRIBUTION, FFE e ELE " BAFFLE L- UQU'D, OUTLET BOX HIGH CAPSTONEINNL�ATORS WITH 1j 2 TEE (TO BE PLACED ON FIRM BASE) i _ TRENCH FORMATION f t "" 4 FEET " 14 INCHES - TO BE WATER TESTED ,. 5 FEET 19 INCHES IF MORE THAN ONE OUTLET , 6 FLET 24 INCHES 1 5500 GALLON Cr WELL ,I WATER ENCOUNTERED AT J ELEV. T FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WATER ENCOUNTERED AT ELEV. 8 FEET 34 1NCHES SEPTIC TANK 3/4' TO 1 1/2-SYSTEMINDEXWASHED STONE (SAS) ADJUST LEGEND: DESIGN CALCULATIONS ' USGS PROBABLE WATER TABLE F.EV. a EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / - / ) F -EV. a EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ i^-rr FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW 1P7; FINAL CONTOUR --- -- (110 GAL /BR /DAY X - BR.) CAL/DAY OCATION REQUIRED SEPTIC TANK CAPACITY GAL. RE GAL y f SOIL TEST L l L` UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 TOWN WATER —WSW SOIL CLASSIFICATION I CATCH BASIN (.N DESIGN PERCOLATION RATE € < y 7 GAS LINE `"f EFFLUENT LOADING RATE .0.74 GAL AY/S.F. CLEAN OUT. C2. LEACHING AREA - - SQ. FT. CESSPOOL C.P.O ` ✓ j yt,' `�- '>' LEACHING CAPACITY (AREA'X RATE) GAL/DAY RESERVE LEACHING CAPACITY GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF Y�?,{ . ': c ✓r= RULES AND 10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 11. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE REWIRED. 12 HAIBALE WORKUMIT IS TO BE 1N PLACE BEFORE ANY WORK STARTS. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO I 13, A VARIANCE OF 2' IS REWIRED FOR THE TOP OF FOUNDATION TO BE WITHIN b" OF FlNISNFD GRADE LEVEL WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE L pl ,4 USED UNDER OR WITHIN 1 4. ANY M SONARY NITS USED TO BRING COVERS PTO GRADE HALL � ` {� *YS. BE MORTARED N PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH �" �''•a r =' DEEDED OR ZONING REGULATIONS. OWNER .APPLICANT IS TO - .� — — — " � SUCH �IEI�EgMLNo^n°N��o>�a ORLv��c,T,vAn TsioRAc�o� l C. 15 TO CALL "DIG—SAFE* AT 1 C'?8 354-7233 AT LEAST 72 HOURS f 1 PRnR TO COMMENCING WORK ON S!T& / 7. CONTRACTOR IS 7b VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS M FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL r � f i n: ' t , t� � �, Y yk� 5 i. .' � vJ'•F� ��_. �... E +c . . � � �' K J � f'�P. , f - APPROVED 0 DOF HEAL jp.j i ♦ r ., r .: � ..115'}'" 1 �.+^' � �...,y` � 1 DATE eA,ENT ' t � f 7 try._. ,r a, n "71111 IF r i 190: MY PROPOSED SEPTIC DESIGN FOR SOIL TEST % C TOP •OF:FOUNDATION' 20 FT, MINIMUM FROM CELLAR DATE OF SOIL TEST ' 10 FT. 'M'HIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL. SPACE CLEAN SAND SOIL TEST PONE 8Y c WITNESSED BY ,. SFT.ETSER FAVT,F�'.�'�,.i�.F4V CONCRETE :., - � � 't " � . > • 235 GREAT %1,91 iIN R011N0 508— Ikk'i 398-3922 80LT.t (1„NNrya, AfA . 0 e CovERs r -C SCHEDULE 40 PVC PRF i (�toAM AND SEED ` \ --'-- OBSERVATION HOLE � 1 ELEV.- t � OBSERVATION HOLE_ 2 EtEv.- PERCOLATION RATE <.- _ MIN./INCH AT INCHES PEF2COLATTON RATE MIN./INCH ` �.... ; `"T"` ut WASHED STONE - 40 CAST, IRON PIPE 0 TREQUIRED ° (OR EQUAL MINIMUM _ - PITCH 1/4 PER FT. ? 1 CU. FT. OF CONCRETE FLOW UNE ,'' o ANCHOR = rU 70, E1 EV iWIN. A p " 10* JQLROL • o ELEV. _ GASV. DISTRIBUTION, FFE e ELE " BAFFLE L- UQU'D, OUTLET BOX HIGH CAPSTONEINNL�ATORS WITH 1j 2 TEE (TO BE PLACED ON FIRM BASE) i _ TRENCH FORMATION f t "" 4 FEET " 14 INCHES - TO BE WATER TESTED ,. 5 FEET 19 INCHES IF MORE THAN ONE OUTLET , 6 FLET 24 INCHES 1 5500 GALLON Cr WELL ,I WATER ENCOUNTERED AT J ELEV. T FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WATER ENCOUNTERED AT ELEV. 8 FEET 34 1NCHES SEPTIC TANK 3/4' TO 1 1/2-SYSTEMINDEXWASHED STONE (SAS) ADJUST LEGEND: DESIGN CALCULATIONS ' USGS PROBABLE WATER TABLE F.EV. a EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / - / ) F -EV. a EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ i^-rr FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW 1P7; FINAL CONTOUR --- -- (110 GAL /BR /DAY X - BR.) CAL/DAY OCATION REQUIRED SEPTIC TANK CAPACITY GAL. RE GAL y f SOIL TEST L l L` UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 TOWN WATER —WSW SOIL CLASSIFICATION I CATCH BASIN (.N DESIGN PERCOLATION RATE € < y 7 GAS LINE `"f EFFLUENT LOADING RATE .0.74 GAL AY/S.F. CLEAN OUT. C2. LEACHING AREA - - SQ. FT. CESSPOOL C.P.O ` ✓ j yt,' `�- '>' LEACHING CAPACITY (AREA'X RATE) GAL/DAY RESERVE LEACHING CAPACITY GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF Y�?,{ . ': c ✓r= RULES AND 10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 11. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE REWIRED. 12 HAIBALE WORKUMIT IS TO BE 1N PLACE BEFORE ANY WORK STARTS. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO I 13, A VARIANCE OF 2' IS REWIRED FOR THE TOP OF FOUNDATION TO BE WITHIN b" OF FlNISNFD GRADE LEVEL WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE L pl ,4 USED UNDER OR WITHIN 1 4. ANY M SONARY NITS USED TO BRING COVERS PTO GRADE HALL � ` {� *YS. BE MORTARED N PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH �" �''•a r =' DEEDED OR ZONING REGULATIONS. OWNER .APPLICANT IS TO - .� — — — " � SUCH �IEI�EgMLNo^n°N��o>�a ORLv��c,T,vAn TsioRAc�o� l C. 15 TO CALL "DIG—SAFE* AT 1 C'?8 354-7233 AT LEAST 72 HOURS f 1 PRnR TO COMMENCING WORK ON S!T& / 7. CONTRACTOR IS 7b VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS M FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL r � f i n: ' t , t� � �, Y yk� 5 i. .' � vJ'•F� ��_. �... E +c . . � � �' K J � f'�P. , f - APPROVED 0 DOF HEAL jp.j i ♦ r ., r .: � ..115'}'" 1 �.+^' � �...,y` � 1 DATE eA,ENT ' t � f 7 try._. ,r a, n "71111 IF r i 190: MY ..� ,.' ...._ _ r~ SP1311 5Wr1 f*t'r• fN1`tvC v/� PROPOSED SEPTIC DESIGN FOR f % C ' PROJECT LOCATION SFT.ETSER FAVT,F�'.�'�,.i�.F4V :., 235 GREAT %1,91 iIN R011N0 508— Ikk'i 398-3922 80LT.t (1„NNrya, AfA . 0 e ` DATE +rewr,r'naWw,'-we '•4 zv' s rs. -- '— HIE`i ! (,)€-- ` LOCATION MAP I REVISED ..� ,.' ...._ _ r~ SP1311 5Wr1 f*t'r• fN1`tvC v/�