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Home My WebLink About27 Rosemary Lane Site and Sewage Plan�., :'. ao Lit y IyR>lDl• TOP OF FOUNDATION RAISE COVER TO 6" OF, ! y > titer EL>Ioo.00Cr.c.)T��!`Le.,�:i-itd. ►�1�1 ED GRADE Ptsr� - so T1s Q ASP t3 . . GRADE EL F�44'J$.D EXISTING AND FINAL GRADE EL frA q7S _EXISTING AND FINAL GRADE EL ►Iy ; • - O of v;y EXISTING AND FINAL GRADE EL O EL 95f'1 I �.e Lir IOt��J-D.OZ 95''Lt 'j�;C,OZ Z"rn.��%Zn`harlr� 1'MIN:30"MAX FLOW LINE 95.0 O INV EL' 7 lS'G✓S.O.pZ O l'�t��so.o t Ywei � - EL 94.67 .'32 * INV EL- 4:$7 13" INV EL -94,67 O O 9 14 INV EL'9 -41 INV EL` 94.14- o o- 5 72. INV EL 3+4:ro Q O Oct �2"MIN-3"MAX - O�"-C��O` vQo Q QQ Z-8' 6" BASEDF CRUSHED STONE 2fl" Q' c� as 1 O O 4'-6 1/2" 4'-1" LIQUID LEVEL 4' 4.. "Fi�y TT'w��6 r aF�?rtus r l�PES EL•�2. t J oOna O O O GAS GAFF. _ ......r°�u vsw mim n T-- 6" BASE OF CRUSHED STONE SOIL TEST RESULTS:FORM # 1500GALLON PIC SEPTIC TAf HOLE i PT14 I HOLE # l7r[-1: 9- WITH 1420 LOADING ELV XC97.3) ELV v O- 6 12" 24" 36" 48" 60" 72" 84•' 3e°/ 96" 108" 120" 7C -/ 132" 0"6 Z. 7. sy,� `o y,rzs 6 wi s ✓.�z /3z"G �s 2sr� AR3F <o.orttc� 2�c1c:s z.srg/z v O- 6 12" 24" 36" 48" 60" 72" 84•' 3e°/ 96" 108" 120" 7C -/ 132" LOCUS SCALE= I' Z5j000_ • t a /c gp� r r�N� r48 �r or 46 Qr qe�� = i3, 5'00 ASF Z4 Qa-<o: Q ell { 44' t-A1i7.5 l-1 m �1 V) .�.__T_._ -- tom- - �o r� "1illrlZ,✓ -a-t z- l.8�r414105.04WPF ,kr-`�! a I t RKt 4 .n4 .27 v D y 4 � r •t 2__...__ �yrs� . �� 100. 1.4- ,P# P GFS a12. o�, i4- ,P#7YM��3- det o to O 9 A4f Csr�r/su meter✓- di. B dssd.RntdI2Afn ,ffIr >tllwSv zcz no0/"11 O 6 Z6 O/t2 r �}, v _ •1", t�Si^PT lie - If. -44 G �P�pOS 23 /. 4' l ;n Ta°� ��P Z K dor �� E7/� 83.� \ � Ptrr' le` �• � a t o 14 fLV 84:3 • • " ELV Of', y b!' 2h" a orgb 1=�',�'[e.Y�w'I'2Z-`83•z � S NOGROUNDWATER FENCOUNTERED Akvwtrle o.H ,(ioa) 398- 2231 xzg'1 �g tilf TESTDATE: �J_L14-98 B.O.H. LocusEaS FEzrEY /�N� rd� fQ l� �(J0�0 rut SOILS EVALUATOR: 5 �9� £ �shSdx�+tY i+�: Cs ) „y rivK F v� 4 zLG u PERC RATE 4-2 MIN/IN@ HOLE- # Z4' �XeaV4� KL Mu� 2s_oa44 g8 -�'gr� 'p1r� gWo.oa AiAiAl SOIL TYPE:2 LOADING RATEalf-GAUSF/MIN 7owrvPo I 4 ff I «� HYneo ;a.•'� moa/� eer' r. co .1nA1' Z1 `�1e4 6-s% fTw�------ r e>4st ��` �,I� �PLIGV�//sy GENERAL NOTES:- -7- Z-�z ��''�0 5E r�q�4u�o�. t LAtJE DESIGN CALCULATIONS x 1;L•a� 12_�0_�2 I; 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF {OQ> e'er' Yj,,w_ .od-r" RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 1:NUMBER OF BEDROOMS 3 [ TITLE V MINNIMUM-31 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 61NCHES OF 2.GARBAGE GRINDER:- NONE PERMITTED �w FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE 3.TOTAL DESIGN FLOW INCHES OF FINISHED GRADE. 110 GID/BR. X 3 BR'S = 83o GID Irl 9� 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE'OF WITHSTANDING 4.SEPTIC TANK --- H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY 334' X 2.0 G`'-0 GALLONS MUST WITHSTAND H2O LOADING: USE 1500 GALLON TANK [TITLE V MINIMUM] II -f& LOL-L) 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO 5.S.A.S. FLOW PROVIDED :- ANY EXCAVATION. BOTTOM AREA: 83n ZS o'=3to.7tSQ. FT. 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN SIDE AREA ;2 75•GG = ff/ 3z SQ. FT. PLACE TOTALAREA:3ta7:+/T/,3z=¢70•07SQ.FT. E KA Q U 6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE FLOW PROVIDED : 20 X,074(-- � GID S.A.S. AND'DISTRIBUTION BOX.ASSESSORS MAP#1 PARCEL # X43 SITE AND SEWAGE PLAN TSEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL &RESERVE S.A.S. CAPACITY EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW UNE AND SHALL BE ON THE CENTERLINE RESERVE :-- 349 - 330 = t GID PLAN REFERERNCE: 8K lG �4�iS t-rs(44-ac) -7? 1- f? [ PRoY• iz�q. eES. i9u FOR: /�PP�IGP+Jr 1_`1-�J� CsoS) 539-2933 AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES ,. 21 12 S.THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 21NCHES NOR MORE THAN 3 CONSTRUCTION NOTES:_ "R NYo+s 1 �, Ma. a z moo¢ INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE 1. CONTRACTORIINSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND x us ; r` . L0T&Y44 - 4-G) jr�o P o 7 lzOh6m x -Y Lj& rJ I:' 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. `d PfroP. �JSft hi�L@ FiuLK ��i. 10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIAWE WITH DEEDED , ! y Y l l.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER ,yr DATE: 1 D - 1F - %8 " W, Yar -IAO ci MLa • OZ�'73 AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNERIAPPLICANT IS TO 08T> IN SUCH *� ,. € s •: 4 b��ice L G "i[ 511Ia7�o�� j� <Jt f ��G`}' �nIG. 12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 114 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. , . .1 BY: VSFZT-:. `L�O(1c5 l¢l fZrYcd. POJ l'7�9 FOOT MIN.' EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACNG MATERIALS h �� r43SJtuesl7 BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED: ; �F. G� t tJllil OA -39C i _ e ,rte-' .5 � 81�4lKY1=v IUO.DD ��) �- �o [� ��P�-2s�-•9/p w�u t lty 46e�.1 EvwsL *4i sr'viJ� - ¢PE+�239T1 .. {ZPL�jr 2gg8D.. . • g �.s. 7sr � Co �1R JF Savo <o.orttc� 2�c1c:s z.srg/z LOCUS SCALE= I' Z5j000_ • t a /c gp� r r�N� r48 �r or 46 Qr qe�� = i3, 5'00 ASF Z4 Qa-<o: Q ell { 44' t-A1i7.5 l-1 m �1 V) .�.__T_._ -- tom- - �o r� "1illrlZ,✓ -a-t z- l.8�r414105.04WPF ,kr-`�! a I t RKt 4 .n4 .27 v D y 4 � r •t 2__...__ �yrs� . �� 100. 1.4- ,P# P GFS a12. o�, i4- ,P#7YM��3- det o to O 9 A4f Csr�r/su meter✓- di. B dssd.RntdI2Afn ,ffIr >tllwSv zcz no0/"11 O 6 Z6 O/t2 r �}, v _ •1", t�Si^PT lie - If. -44 G �P�pOS 23 /. 4' l ;n Ta°� ��P Z K dor �� E7/� 83.� \ � Ptrr' le` �• � a t o 14 fLV 84:3 • • " ELV Of', y b!' 2h" a orgb 1=�',�'[e.Y�w'I'2Z-`83•z � S NOGROUNDWATER FENCOUNTERED Akvwtrle o.H ,(ioa) 398- 2231 xzg'1 �g tilf TESTDATE: �J_L14-98 B.O.H. LocusEaS FEzrEY /�N� rd� fQ l� �(J0�0 rut SOILS EVALUATOR: 5 �9� £ �shSdx�+tY i+�: Cs ) „y rivK F v� 4 zLG u PERC RATE 4-2 MIN/IN@ HOLE- # Z4' �XeaV4� KL Mu� 2s_oa44 g8 -�'gr� 'p1r� gWo.oa AiAiAl SOIL TYPE:2 LOADING RATEalf-GAUSF/MIN 7owrvPo I 4 ff I «� HYneo ;a.•'� moa/� eer' r. co .1nA1' Z1 `�1e4 6-s% fTw�------ r e>4st ��` �,I� �PLIGV�//sy GENERAL NOTES:- -7- Z-�z ��''�0 5E r�q�4u�o�. t LAtJE DESIGN CALCULATIONS x 1;L•a� 12_�0_�2 I; 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF {OQ> e'er' Yj,,w_ .od-r" RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 1:NUMBER OF BEDROOMS 3 [ TITLE V MINNIMUM-31 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 61NCHES OF 2.GARBAGE GRINDER:- NONE PERMITTED �w FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE 3.TOTAL DESIGN FLOW INCHES OF FINISHED GRADE. 110 GID/BR. X 3 BR'S = 83o GID Irl 9� 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE'OF WITHSTANDING 4.SEPTIC TANK --- H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY 334' X 2.0 G`'-0 GALLONS MUST WITHSTAND H2O LOADING: USE 1500 GALLON TANK [TITLE V MINIMUM] II -f& LOL-L) 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO 5.S.A.S. FLOW PROVIDED :- ANY EXCAVATION. BOTTOM AREA: 83n ZS o'=3to.7tSQ. FT. 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN SIDE AREA ;2 75•GG = ff/ 3z SQ. FT. PLACE TOTALAREA:3ta7:+/T/,3z=¢70•07SQ.FT. E KA Q U 6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE FLOW PROVIDED : 20 X,074(-- � GID S.A.S. AND'DISTRIBUTION BOX.ASSESSORS MAP#1 PARCEL # X43 SITE AND SEWAGE PLAN TSEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL &RESERVE S.A.S. CAPACITY EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW UNE AND SHALL BE ON THE CENTERLINE RESERVE :-- 349 - 330 = t GID PLAN REFERERNCE: 8K lG �4�iS t-rs(44-ac) -7? 1- f? [ PRoY• iz�q. eES. i9u FOR: /�PP�IGP+Jr 1_`1-�J� CsoS) 539-2933 AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES ,. 21 12 S.THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 21NCHES NOR MORE THAN 3 CONSTRUCTION NOTES:_ "R NYo+s 1 �, Ma. a z moo¢ INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE 1. CONTRACTORIINSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND x us ; r` . L0T&Y44 - 4-G) jr�o P o 7 lzOh6m x -Y Lj& rJ I:' 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. `d PfroP. �JSft hi�L@ FiuLK ��i. 10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIAWE WITH DEEDED , ! y Y l l.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER ,yr DATE: 1 D - 1F - %8 " W, Yar -IAO ci MLa • OZ�'73 AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNERIAPPLICANT IS TO 08T> IN SUCH *� ,. € s •: 4 b��ice L G "i[ 511Ia7�o�� j� <Jt f ��G`}' �nIG. 12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 114 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. , . .1 BY: VSFZT-:. `L�O(1c5 l¢l fZrYcd. POJ l'7�9 FOOT MIN.' EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACNG MATERIALS h �� r43SJtuesl7 BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED: ; �F. G� t tJllil OA -39C i _ e ,rte-' .5 � 81�4lKY1=v IUO.DD ��) �- �o [� ��P�-2s�-•9/p w�u t lty 46e�.1 EvwsL *4i sr'viJ� - ¢PE+�239T1 .. {ZPL�jr 2gg8D.. .