Loading...
HomeMy WebLinkAbout61 Town Brook Road - Septic DesignDEPTH HCRIZ SOIL TEST MIN. PITCH 1/8" PER FT. MOTT. 2" LAYER OF ` 0-13 DATE OF SO'L TEST DECEMBER 2 2003 TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR FOOTS 1/8- TO 1/2- SO'L TEST DCNE BY SWEETSER ENGINEERING 10300 ELEV. __ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND _ a WITNESSED BY D. FLA_H€gTY -__ 3.57 4" CAST IRON PIPE CONCRETE INSPECTION PORT O S f;VATiO'tr HO'..E 1 ELEV.= 100_70 O SMVAT1W4 HOLE Z ELEV.=_101_65 GARBAGE DISPOSAL UNIT (OR EQUAL) MINIMUM COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED PERCOLAT ON RA -.Z _ <2 c __ MIN.,, NCH AT _ 57 INCHES < PERCOLAT ON RATE < 2-_ MIN./INCH IN C HORIZON DEPTH HCRIZ TEXTURE MIN. PITCH 1/8" PER FT. MOTT. 2" LAYER OF ` 0-13 A LOAMY SAND IOYR5/3 NO FOOTS 1/8- TO 1/2- B LOAMY SAND 10YR5/6 6A ROOTS 00.60 MAX. WASHED STONE VENT 3.57 4" CAST IRON PIPE INCHES 8 FEET 3 NC E " M SEPTIC TANK 96.35 WN. REQUIRED GARBAGE DISPOSAL UNIT (OR EQUAL) MINIMUM • O3YATt(3'.`! HO:.E 3 ELEV. =,t0a_70 I = 102.85 O3�VATIO"J HOLE % ELEV.- JOB N0. 5651-02 TOTAL ESTIMATED FLOW REVISED WASHED STONr PITCH 1/4• PER FT. ADJUST PERCOLATION RA'E < 2 MIN /INCH AT NQ INCHES _ LOCATION MAP REVISEDSHEET REQUIRED SEPTIC TANK CAPACITY 132.0_ GAL. ACTUAL SIZE OF SEPTIC TANK -?ML GAL. FLOW UNE 97.60 V` ELEV.99_43 000 ° ff to" 'TM,N. -P:14- EV. ,: 86.40- LEVEL - - - - 10° ° `�° - ° ELEV. a 98.27 ELEV. a 89•_65_ GAS ELEV. 97_27 6� SUMP ELEV. 97.10 a ° ° o °' ELEV..J�.'f� BAFFLE DISTRIBUTION o ° ° ° e o °.° 00600 LIQUID OUTLET ELEM. 10 HIGH CAPACITY INFILTRATORS WITH F T - BOX rRL10._ STONE IN AN z DEPTH HCRIZ TEXTURE COLOR MOTT. 0-8 0-13 A LOAMY SAND IOYR5/3 NO FOOTS 13-30 B LOAMY SAND 10YR5/6 C ROOTS 30-120 C COARSE SAND 2.5Y8/3 N INCHES 8 FEET 3 NC E DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8 A LOAMY SAND 10YR5/3 NO ROOTS 8-26 B LOAMY SAND 10YR5/6 ROOTS 26-120 C COARSE SAND 2.5YB/3 WELL N A DEPTH 4 FEET 14 INCHES 5 FEET 19 INCHES FREE OF FINES & SILT (TO BE PLACED ON FIRM BASE) 2000 GALLOy TO BE WATER TESTED 1F MORE THAN ONE OUTLET 1 .' 11 X 68 X 16 TRENCH FORMAT ON N .07 NO WATER ENCOUNTERED AT 120_ ELEV. n �DJ9 NO WATER ENCOUNTERED AT -120= ELEV. s _ SIS5 ROT ROOTS 6 FEET 24 INCHES 7 FEET 294 WATER TABLE ( / / ) ELEV. (TO BE PLACED ON FIRM BASE) NOT TO SCALE SOIL' ABSORPTION BOTTOM r OF TEST HOLE ELEV. _BQ.TQ_ + WELL N A COARSE SAND 2.5Y7/2 N INCHES 8 FEET 3 NC E 6 SEPTIC TANK 3/4- TO 1 1/2 CLEAN SYSTER7 (SAS) GARBAGE DISPOSAL UNIT ZONE INDEX { 1 • O3YATt(3'.`! HO:.E 3 ELEV. =,t0a_70 I = 102.85 O3�VATIO"J HOLE % ELEV.- JOB N0. 5651-02 TOTAL ESTIMATED FLOW REVISED WASHED STONr ADJUST PERCOLATION RA'E < 2 MIN /INCH AT NQ INCHES PERCOLATION RATE <<2__ MIN./INCH IN C HORIZON DEPTH HORIZ FREE OF FINES & SILT COLOR MOTT. 1 0-7 C SEWAGE DISPOSAL SYSTEM p USGS PROBABLE PROFILE WATER TABLE ELEV. NO ROT ROOTS OBSERVED WATER TABLE ( / / ) ELEV. 10YR6/6 NOT TO SCALE COARSE SAND BOTTOM r OF TEST HOLE ELEV. _BQ.TQ_ + DESIGN CALCULATIONS COARSE SAND 2.5Y7/2 N NUMBER OF BEDROOMS 6 DATE JAN. f 30, 2004 SCALE 1" ="20' GARBAGE DISPOSAL UNIT JOB N0. 5651-02 TOTAL ESTIMATED FLOW REVISED ( 110 GAL./BR./DAY X A SR.) -950_ GAL./DAY LOCATION MAP REVISEDSHEET REQUIRED SEPTIC TANK CAPACITY 132.0_ GAL. ACTUAL SIZE OF SEPTIC TANK -?ML GAL. SQIL CLASS'FICATION V` 1 11 L DESIGN PERCOLATION RATE EFFLUENT LOADING RATE <5- MIN./IN. GAL./DAY/S.F. ff (F! q / D) -P:14- V LEACHING AREA 931.33 SQ. FT. DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER 0-7 A LJ AMY SAND 10YR5 2 NO ROT ROOTS 7-32 B LOAMY SAND 10YR6/6 COARSE SAND 32-120 C COARSE SAND 2.5Y7/2 DEPTH HORIZ TEXTURE COLOR �MOTT. OTHER 0-6 A LOAMY SAND t0YR5/2 NO ROOTS 6-30 B LOAMY SAND 10YR6/6 ROOTS 30-120 C MEDIUM/ 2.5Y7/2 COARSE SAND C.• ySByPROJ�SB51-OOydwg�585>-Sr150N/G ©2004 SWEETSER ENGINEERING APPROVED: BOARD OF HEALTH tM" DATE AGENT' ; U1912 2004 :J✓ �r NOTES: 1 A11 YN10V1l AGICWO A\Ih \IATCDI AIC CV A11 /`hAIC11D1! TF1 i1 .0 ' (11 6)+(77X2 )+(77=16/12) : ; ELEV. _ ,•I:: _ ' ^`' TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR LEACHING CAPACITY (AREA X RATE) ��21$ GAL./DAY 2 U. �, NO WATER ENCOUNTERED AT -124_ ELEV. __34J9 NO WATER ENCOUNTERED AT __f90 L _9285 THE SUBSURFACE DISPOSAL OF SEWAGE. 931.33 X 0.74 4 4t\,rs�, n / ,' 2. ALL COVERS 70 SANITARY UNITS SHALL BE BROUGHT TO RESERVE LEACHING CAPACITY ?9.�8 GAL./DAY / / 8 e: + WITHIN 6 OF FINISHED GRADE. 6 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 �J USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 101.6 C'BD/ / R°�^4a 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL �/ (� f , / T[� ( �/ �/c % r / / / i CED <tiV 05 �"t „ * BE MORTARED IN PLACE. l (� lV! OV I / l /VJ� ✓ FL O' WER 89.7 / ' J / / / 1 >cND Tom$ ' 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ( =(AS FN I �' y DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO /// / J , / D L r �� PL A CE 11 �. � ( � 1 V r � � ri, , rR J� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. /t/i J / t / `/ ''� 02.5 - -704.6 �' 4'0 _ " IT` AS m b. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR //�J FJ0.619 IS TO CALL"DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS B/\. 14814 PG. ��� /� // ,' / , // •,102.1T / /'.. / Q • .�(j j(�.T G s G PRIOR TO COMMENCING WORK ON SITE. 102 �' l - ��A r�ff� d � y� F�ISTF 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1� 102,5 '-�� ` • 103.6 '\, I S o 7 /� /A, �� �i;xs4HrTAAtrH SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 71 / C.O. i _ f . ! S ��a `v� 1� . IMMEDIATELY. '18' ; ) >> ' 7 / �' r AD 8. PARCEL IS IN FLOOD ZONES A5 10.0), 8. & C \ �J t 52 �O 9. LOT IS SHOWN ON ASSESSORS MAP , AS PARCEL R 101.7 - �ID - 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILIT ES ARE TO BE REMOV D. _ _ Q J 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR 0 �\ 90.3 / ! // // p¢1 Ol/ ��\ 102.6 / / $ ��J 7 A M'NIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED S VMTH SAND AS SPECIFIED 1N 310 CMR 15.255:(3). �j.. / �R�O ����� �///\/�//iV�" \/ �//� �C/`/ r/ /V�/ , / i/ //�//� /i/�%r _/_% / /.t // //'/- / '/ / lt / r 11 /ll i'°/l . //2 �/0/i / /ro�/Rti/Z�o,,F / / l / • 99.z ��/-/T/ -/ p4 yog�wte°z�e tOt./t TEST 2 !7a + /• 101.8 2000GALLON �101.0 10 SEBTIC TANK 0 3.5 SOIL C.O. OR TEST t/ C.O.1ot.z \ o 103.8 101.6 _ 90.1 01\4 O_ .o . t JQ97.3 6 / - 4rVt 97.5 100 _ �V/ toe { 10 vy / /�/i t� ; ( // / / \ /t • sa.s �, ` / / ! �J . 104.2 O • s. / / ! .vo.o y T / / // ; I ) �/ l / t ♦ ! 102.7 i� 100.8 \ •� r 101.2 LIMIT OF / 104 " 90.1 �/ \ / I ! ! \ Y `. ` r q /r t 1 / DRYWELL �- // ff. / 5' OVERDIG! ` \ r =► s `� - �2. .4 r / / VENT ! . 104.6 05.0 \ ► • 0. �- J t l 1 105.5 100.4 / , 102\ t � / ) 1013'1----- / �.` / T �%_ `�,"'..r --� / 1 97. • 104.s X 10610 7.58 /fin 1 S. [ ` T ; , 105.5�gr �gGd.W 1 ^ J/�. ! \ , 1 .8 103.4 1. 75 AC. • 99.8 js�, i` �t / f Ir ; 1 CF' `I ' SOIL • 70 b � y 2000 GALLON TEST 3 3 o /�, \ t / C� .100.2 i 1 I 1 ii�-,� (\�� �j J <; SEPTIC NK , I� ! ) <1 52 �r 104.9 _ - './ r1\ :'K00\.� ..�/ / ..:1 (. W' 4 j C.O. , --- - - - .:. F/VD _ UPLAND 59, 475 S.F, 1. �Z f AC. / / Q 105 // • 103.3 t/'° , 1oo.s // % �6'�CO . VIE / D. 6OX 10 .4 ■ ,05 / - / / V'✓c TL A ND - 4, 989 S. F. 0.77\-± AC. %%% \ N 103:6 / - \ / p , : // �( �/ I �r // + \\ s 102 i� /Y� '.. ^ t' % 102. 6� TOTAL 64, ��4 S. F. 7. , 8 t� AC. ,`' \ . ; . "�J . 10.2f1 1� I 1 r • 103.1 i_ I LIMIT of / \ . 104.4 ,, - solL C�1 / / 5 OVERDIG�/ ��h; /,i / / ( i V� �ioJ icy` 103. �. TESTA I/ y ��� i� ♦ oO i. t. / 78 1G04, './ 6o/Di BO // 99.3 \\ 1 �� JCZK % � �O"/ N 6. 6S / ,i O; ti \ Z) IT ` 1�`.9,\ \ • 103.7 J (\ ,/ x,00.8 OO.po 1 .7A 99.1 V/,Y / � ' % 1 ` \ -1,.00'-i ,1 �\ 102 �o�°� r \ • 103.a to /� ,0 .1 L1 C(F \ ' Z \ ♦ 102',2/ O VENT`. �i / / ~ ` 98.9 \ 101.6 / .•-� `� \ _ - 100 v /// (102)- 100,7 .100.5 // r��� • 98.6 \\ 'i 101.5 DEA N C. & CA Th/ Y A. FRA SER �' , oat 100 ``` ', , 101. 0� 3K 10205 PG. 140 � g.z /' , V 3 2 ,\ __,� ,_ / • 88 ' \� LEGEND: _ > Q 1 Q� i / 0,06 a `/ S ��/1 moi• !' /� EXISTING SPOT ELEVATION *0_0 RICI 1 A RD / X � GA RBl I l GL O6 x(98)/ \ 2 V e Jvv / 6 ' 98, $ 'g! O V EXISTING CONTOUR -- -00- -- / /[� �� A �{ �n .>�00' V '�} �/ FINAL SPOT ELEVATIONFINAO.G LA UP A. /,OLIIES ®�V A� •98.7 ./ ,97.5 �� �4(A 1 00� J i',yg�\ ,.4 �✓ 98.7 /.R.B. SOIL LESTLOCA70N SK. 74047 PG. 304 �✓ �` !� 6 3�3'' - i t �� (FND) UTILITY POLE � ® TOWN WATER -W-wW \' \ - / /� CATCH BASIN �"j ; \\J \V �1 GAS LINE G" O JUD/ TH A . D/L ORENZO _ `� -' CB. - - _ sz o CESSPOOL P \ o f CLEANOUT �0. (�' RK. l 10 P�. 301? (FND) o, �F _N- � ,, e /s 4� i' 10 Q0 ti� J\ QF�RCPFF 0� k N pQ ,gyp ROUT f 28 PROPOSED SEPTIC DESIGIZ FOR DUBLIN CONSTRUCTION Loc. 2 nv T BROOK RD. LOT , TO BEST YAR OUTH, MASS. Sr=, [i MIGI� •r'4�•7 G .:: .. 508- 235 GREAT WESTERN ROAD SOUTH �DENONIS7iMASS. 398-3922 02660 DATE JAN. f 30, 2004 SCALE 1" ="20' JOB N0. 5651-02 REVISED LOCATION MAP REVISEDSHEET 1 OF:: 1: C.• ySByPROJ�SB51-OOydwg�585>-Sr150N/G ©2004 SWEETSER ENGINEERING APPROVED: BOARD OF HEALTH tM" DATE AGENT' ; U1912 2004 :J✓ �r NOTES: 1 A11 YN10V1l AGICWO A\Ih \IATCDI AIC CV A11 /`hAIC11D1! TF1 i1 .0 ' (11 6)+(77X2 )+(77=16/12) : ; ELEV. _ ,•I:: _ ' ^`' TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR LEACHING CAPACITY (AREA X RATE) ��21$ GAL./DAY 2 U. �, NO WATER ENCOUNTERED AT -124_ ELEV. __34J9 NO WATER ENCOUNTERED AT __f90 L _9285 THE SUBSURFACE DISPOSAL OF SEWAGE. 931.33 X 0.74 4 4t\,rs�, n / ,' 2. ALL COVERS 70 SANITARY UNITS SHALL BE BROUGHT TO RESERVE LEACHING CAPACITY ?9.�8 GAL./DAY / / 8 e: + WITHIN 6 OF FINISHED GRADE. 6 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 �J USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 101.6 C'BD/ / R°�^4a 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL �/ (� f , / T[� ( �/ �/c % r / / / i CED <tiV 05 �"t „ * BE MORTARED IN PLACE. l (� lV! OV I / l /VJ� ✓ FL O' WER 89.7 / ' J / / / 1 >cND Tom$ ' 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ( =(AS FN I �' y DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO /// / J , / D L r �� PL A CE 11 �. � ( � 1 V r � � ri, , rR J� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. /t/i J / t / `/ ''� 02.5 - -704.6 �' 4'0 _ " IT` AS m b. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR //�J FJ0.619 IS TO CALL"DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS B/\. 14814 PG. ��� /� // ,' / , // •,102.1T / /'.. / Q • .�(j j(�.T G s G PRIOR TO COMMENCING WORK ON SITE. 102 �' l - ��A r�ff� d � y� F�ISTF 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1� 102,5 '-�� ` • 103.6 '\, I S o 7 /� /A, �� �i;xs4HrTAAtrH SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 71 / C.O. i _ f . ! S ��a `v� 1� . IMMEDIATELY. '18' ; ) >> ' 7 / �' r AD 8. PARCEL IS IN FLOOD ZONES A5 10.0), 8. & C \ �J t 52 �O 9. LOT IS SHOWN ON ASSESSORS MAP , AS PARCEL R 101.7 - �ID - 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILIT ES ARE TO BE REMOV D. _ _ Q J 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR 0 �\ 90.3 / ! // // p¢1 Ol/ ��\ 102.6 / / $ ��J 7 A M'NIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED S VMTH SAND AS SPECIFIED 1N 310 CMR 15.255:(3). �j.. / �R�O ����� �///\/�//iV�" \/ �//� �C/`/ r/ /V�/ , / i/ //�//� /i/�%r _/_% / /.t // //'/- / '/ / lt / r 11 /ll i'°/l . //2 �/0/i / /ro�/Rti/Z�o,,F / / l / • 99.z ��/-/T/ -/ p4 yog�wte°z�e tOt./t TEST 2 !7a + /• 101.8 2000GALLON �101.0 10 SEBTIC TANK 0 3.5 SOIL C.O. OR TEST t/ C.O.1ot.z \ o 103.8 101.6 _ 90.1 01\4 O_ .o . t JQ97.3 6 / - 4rVt 97.5 100 _ �V/ toe { 10 vy / /�/i t� ; ( // / / \ /t • sa.s �, ` / / ! �J . 104.2 O • s. / / ! .vo.o y T / / // ; I ) �/ l / t ♦ ! 102.7 i� 100.8 \ •� r 101.2 LIMIT OF / 104 " 90.1 �/ \ / I ! ! \ Y `. ` r q /r t 1 / DRYWELL �- // ff. / 5' OVERDIG! ` \ r =► s `� - �2. .4 r / / VENT ! . 104.6 05.0 \ ► • 0. �- J t l 1 105.5 100.4 / , 102\ t � / ) 1013'1----- / �.` / T �%_ `�,"'..r --� / 1 97. • 104.s X 10610 7.58 /fin 1 S. [ ` T ; , 105.5�gr �gGd.W 1 ^ J/�. ! \ , 1 .8 103.4 1. 75 AC. • 99.8 js�, i` �t / f Ir ; 1 CF' `I ' SOIL • 70 b � y 2000 GALLON TEST 3 3 o /�, \ t / C� .100.2 i 1 I 1 ii�-,� (\�� �j J <; SEPTIC NK , I� ! ) <1 52 �r 104.9 _ - './ r1\ :'K00\.� ..�/ / ..:1 (. W' 4 j C.O. , --- - - - .:. F/VD _ UPLAND 59, 475 S.F, 1. �Z f AC. / / Q 105 // • 103.3 t/'° , 1oo.s // % �6'�CO . VIE / D. 6OX 10 .4 ■ ,05 / - / / V'✓c TL A ND - 4, 989 S. F. 0.77\-± AC. %%% \ N 103:6 / - \ / p , : // �( �/ I �r // + \\ s 102 i� /Y� '.. ^ t' % 102. 6� TOTAL 64, ��4 S. F. 7. , 8 t� AC. ,`' \ . ; . "�J . 10.2f1 1� I 1 r • 103.1 i_ I LIMIT of / \ . 104.4 ,, - solL C�1 / / 5 OVERDIG�/ ��h; /,i / / ( i V� �ioJ icy` 103. �. TESTA I/ y ��� i� ♦ oO i. t. / 78 1G04, './ 6o/Di BO // 99.3 \\ 1 �� JCZK % � �O"/ N 6. 6S / ,i O; ti \ Z) IT ` 1�`.9,\ \ • 103.7 J (\ ,/ x,00.8 OO.po 1 .7A 99.1 V/,Y / � ' % 1 ` \ -1,.00'-i ,1 �\ 102 �o�°� r \ • 103.a to /� ,0 .1 L1 C(F \ ' Z \ ♦ 102',2/ O VENT`. �i / / ~ ` 98.9 \ 101.6 / .•-� `� \ _ - 100 v /// (102)- 100,7 .100.5 // r��� • 98.6 \\ 'i 101.5 DEA N C. & CA Th/ Y A. FRA SER �' , oat 100 ``` ', , 101. 0� 3K 10205 PG. 140 � g.z /' , V 3 2 ,\ __,� ,_ / • 88 ' \� LEGEND: _ > Q 1 Q� i / 0,06 a `/ S ��/1 moi• !' /� EXISTING SPOT ELEVATION *0_0 RICI 1 A RD / X � GA RBl I l GL O6 x(98)/ \ 2 V e Jvv / 6 ' 98, $ 'g! O V EXISTING CONTOUR -- -00- -- / /[� �� A �{ �n .>�00' V '�} �/ FINAL SPOT ELEVATIONFINAO.G LA UP A. /,OLIIES ®�V A� •98.7 ./ ,97.5 �� �4(A 1 00� J i',yg�\ ,.4 �✓ 98.7 /.R.B. SOIL LESTLOCA70N SK. 74047 PG. 304 �✓ �` !� 6 3�3'' - i t �� (FND) UTILITY POLE � ® TOWN WATER -W-wW \' \ - / /� CATCH BASIN �"j ; \\J \V �1 GAS LINE G" O JUD/ TH A . D/L ORENZO _ `� -' CB. - - _ sz o CESSPOOL P \ o f CLEANOUT �0. (�' RK. l 10 P�. 301? (FND)