HomeMy WebLinkAbout27 Rosemary Lane Site and Sewage Plan 2'Q TOP OF FOUNDATION
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GRADE EL F�A9,5,D EXI
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0 INV EL -95.0 -r
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AND FINAL GRADE EL
171
EL fW 91
INV EL=94•$7
5'-7"
4'-6 1/2"
yt��afy,RAISE COVER TO 6" OF
1:;O'�rO7 N_\ IED GRADE
'ING AND FINiL GRADE EL I:�"-V73
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13" 14« INV EL=94.(07 O O O
INV EL d INV EL` V4.14-
2„MIN-3"MAX �- INV EL -94-00 O O. o c -) O�� Q Q
Chi ^ ` Q a Q o O 0 O 2 -8
6" BASE)F CRUSHED STONE 2�" Q H R cl as Q Q <
4'-1" LIQUID LEVEL 4,-4r, "FitshrTvQ�cyToFG2YCLEr FPES C3 - c o a� a O O C�
MUST 3E LEVEL-" EL>99.00
GAS BAFFLE - r +%Tani i irl�►l raw MIM 0 T--1 .. 4: .. a1_.� • 1
EL11F�u -lit
6" BASE OF CRUSHED STONE
5•-G"
SOIL TEST RESULTS:FORM # Q500GALLUN PIC SEPTIC TANK )I-
HOLE # PT14 1 HOLE # !%T1• Zf A WITH H2O LOADING PROFILE OF SEW
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NO GROUNDWATER ENCOUNTERED ��'[p�`�E�:83•Q y x' e ,�l�' m �'
TEST DATE: �J-ZlQ-98 B.O.H. LaurEiJ F ttEY AFrt�AtrL.�/YiP.N ,('mss) 398- 2281x�f �B 1 "N� 10 b y <r� 10,'��A � � f3#� IpK /Zr 4a t
SOILS EVALUATOR: =ti Pa�an�lfiSdtN�VTJL-
L'L o 'I d' Z4' �xcsd4 acufFulr C�aB) 9/N 1"V/C
PERC RATE MINJ1N@ HOLE#_L �j Wfr71155u naa g8 ��p•oa M t
SOIL TYPE:- , LOADING RATEo.-*GAL/SF/MIN Taw9vPo ( (^ r
F-lY'�Ko d•' J�iD,e./x� e-AgWee.. MAP 2.1 ' -14 6-$Z ETw� I ''
* LnrLv4-gta�tLsL15d^J0
GENERAL NOTES:- Fi¢µ��oo]si- Zz 3y �.9�) iuG1/Vls�( �i x�9 b
DESIGN CALCULATIONS XC��. �0 5E ��9 �W�o� LANE �b y
1220-�i2 �1
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF
Yr ,w- ouT-" 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 6 INCHES OF 2.GARBAGE GRINDER:- NONE PERMITTED y Q b
FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE 3.TOTAL DESIGN FLOW: v
INCHES OF FINISHED GRADE. 110 G/D/BR. X 3 BR'S = 33o G/D �
3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING 4.SEPTIC TANK:- A^ p
H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY 33y X2.0= 4.40 GALLONS } °
MUST WITHSTAND H2O LOADING. USE 1500 GALLON TANK [TITLE V MINIMUM] 4-fo LOA-cn-A (7
4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO //
S.S.A.S: FLOW PROVIDED: --
ANY EXCAVATION. y y % y a A
BOTTOM AREA: -1Z 83x Zso=3to•1�SQ. FT.
S.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN x p
SIDE AREA : 2.0 7S•6G = r> -r 3t SQ. FT.
PLACE TOTAL AREA:3ro7�+/Si•3z=¢7?•07SQ. FT. U t
6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE C
S.A.S. AND DISTRIBUTION BOX. FLOW PROVIDED :.49?•o7 X4 7.9= G/D
6.RESERVE S.A.S. CAPACITY ASSESSORS MAP# 31 PARCEL # 443 SITE AND SEWA(
7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL
EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE RESERVE:- 349 - 330 = l % G/D PLAN REFERERNCE: �K lG P 5 Lrrs�44-4G)
AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES P12ov. fie_- FOR: d Q(�t_(GL�+JT K )- -T
2IAP-�rAJ*T251 v
&THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 CONSTRUCTION NOTES:- . �- HYe nJ r.J 1 5,
INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND %» 4LL ' ` LOTOY4-4 - 4 27 Qp�j< v
9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. {��op �, yj ❑
10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. N o
11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED DATE: I o - 5 - "�P8 w Y
AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH i t 1 -: l (»lXa LG ° /4gIJ0-wV E=►4• �• °
12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 114 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. m BY• �EJZT : [ 1 CvJRS 144 2r--� 5 v o
FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS a� /�iSJ1��1� !'��� \A _
BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. x" GA rU tit OA -OC r
�i I R�19y.28480
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TAIL 5t"PT
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64r oaw rj61/ 83
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ELV -54• 144 ELV 85.g (�
NO GROUNDWATER ENCOUNTERED ��'[p�`�E�:83•Q y x' e ,�l�' m �'
TEST DATE: �J-ZlQ-98 B.O.H. LaurEiJ F ttEY AFrt�AtrL.�/YiP.N ,('mss) 398- 2281x�f �B 1 "N� 10 b y <r� 10,'��A � � f3#� IpK /Zr 4a t
SOILS EVALUATOR: =ti Pa�an�lfiSdtN�VTJL-
L'L o 'I d' Z4' �xcsd4 acufFulr C�aB) 9/N 1"V/C
PERC RATE MINJ1N@ HOLE#_L �j Wfr71155u naa g8 ��p•oa M t
SOIL TYPE:- , LOADING RATEo.-*GAL/SF/MIN Taw9vPo ( (^ r
F-lY'�Ko d•' J�iD,e./x� e-AgWee.. MAP 2.1 ' -14 6-$Z ETw� I ''
* LnrLv4-gta�tLsL15d^J0
GENERAL NOTES:- Fi¢µ��oo]si- Zz 3y �.9�) iuG1/Vls�( �i x�9 b
DESIGN CALCULATIONS XC��. �0 5E ��9 �W�o� LANE �b y
1220-�i2 �1
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF
Yr ,w- ouT-" 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 6 INCHES OF 2.GARBAGE GRINDER:- NONE PERMITTED y Q b
FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE 3.TOTAL DESIGN FLOW: v
INCHES OF FINISHED GRADE. 110 G/D/BR. X 3 BR'S = 33o G/D �
3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING 4.SEPTIC TANK:- A^ p
H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY 33y X2.0= 4.40 GALLONS } °
MUST WITHSTAND H2O LOADING. USE 1500 GALLON TANK [TITLE V MINIMUM] 4-fo LOA-cn-A (7
4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO //
S.S.A.S: FLOW PROVIDED: --
ANY EXCAVATION. y y % y a A
BOTTOM AREA: -1Z 83x Zso=3to•1�SQ. FT.
S.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN x p
SIDE AREA : 2.0 7S•6G = r> -r 3t SQ. FT.
PLACE TOTAL AREA:3ro7�+/Si•3z=¢7?•07SQ. FT. U t
6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE C
S.A.S. AND DISTRIBUTION BOX. FLOW PROVIDED :.49?•o7 X4 7.9= G/D
6.RESERVE S.A.S. CAPACITY ASSESSORS MAP# 31 PARCEL # 443 SITE AND SEWA(
7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL
EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE RESERVE:- 349 - 330 = l % G/D PLAN REFERERNCE: �K lG P 5 Lrrs�44-4G)
AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES P12ov. fie_- FOR: d Q(�t_(GL�+JT K )- -T
2IAP-�rAJ*T251 v
&THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 CONSTRUCTION NOTES:- . �- HYe nJ r.J 1 5,
INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND %» 4LL ' ` LOTOY4-4 - 4 27 Qp�j< v
9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. {��op �, yj ❑
10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. N o
11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED DATE: I o - 5 - "�P8 w Y
AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH i t 1 -: l (»lXa LG ° /4gIJ0-wV E=►4• �• °
12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 114 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. m BY• �EJZT : [ 1 CvJRS 144 2r--� 5 v o
FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS a� /�iSJ1��1� !'��� \A _
BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. x" GA rU tit OA -OC r
�i I R�19y.28480
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4 s4sog��Au� a 9
7igv1P�✓-d•G•-2- /.b� at�d V r 4.2._._713�K. G 2e�-��lS .27 la" 4' ---
.a•47LM D/�F.9f/ii�OJC�.� �E F62'i- �i' -Q1 - - .9� - - -- R -EA - - � Q r
'094,0 Or1i6d�c Alis✓- d/. B dSf✓f+�! Di�u►$AirC D 1P�' u 15voOGa ; _o� �n z,
,4f wz0/ccc"noc/" �i FG r
A./� J� >dJj Yf� �• 1. '� �. Q l 1�5
TAIL 5t"PT
y ro
N s
64r oaw rj61/ 83
9PtrC7 3J
i.Q4 B -'qty c o a a
K.
ELV -54• 144 ELV 85.g (�
NO GROUNDWATER ENCOUNTERED ��'[p�`�E�:83•Q y x' e ,�l�' m �'
TEST DATE: �J-ZlQ-98 B.O.H. LaurEiJ F ttEY AFrt�AtrL.�/YiP.N ,('mss) 398- 2281x�f �B 1 "N� 10 b y <r� 10,'��A � � f3#� IpK /Zr 4a t
SOILS EVALUATOR: =ti Pa�an�lfiSdtN�VTJL-
L'L o 'I d' Z4' �xcsd4 acufFulr C�aB) 9/N 1"V/C
PERC RATE MINJ1N@ HOLE#_L �j Wfr71155u naa g8 ��p•oa M t
SOIL TYPE:- , LOADING RATEo.-*GAL/SF/MIN Taw9vPo ( (^ r
F-lY'�Ko d•' J�iD,e./x� e-AgWee.. MAP 2.1 ' -14 6-$Z ETw� I ''
* LnrLv4-gta�tLsL15d^J0
GENERAL NOTES:- Fi¢µ��oo]si- Zz 3y �.9�) iuG1/Vls�( �i x�9 b
DESIGN CALCULATIONS XC��. �0 5E ��9 �W�o� LANE �b y
1220-�i2 �1
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF
Yr ,w- ouT-" 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 6 INCHES OF 2.GARBAGE GRINDER:- NONE PERMITTED y Q b
FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE 3.TOTAL DESIGN FLOW: v
INCHES OF FINISHED GRADE. 110 G/D/BR. X 3 BR'S = 33o G/D �
3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING 4.SEPTIC TANK:- A^ p
H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY 33y X2.0= 4.40 GALLONS } °
MUST WITHSTAND H2O LOADING. USE 1500 GALLON TANK [TITLE V MINIMUM] 4-fo LOA-cn-A (7
4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO //
S.S.A.S: FLOW PROVIDED: --
ANY EXCAVATION. y y % y a A
BOTTOM AREA: -1Z 83x Zso=3to•1�SQ. FT.
S.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN x p
SIDE AREA : 2.0 7S•6G = r> -r 3t SQ. FT.
PLACE TOTAL AREA:3ro7�+/Si•3z=¢7?•07SQ. FT. U t
6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE C
S.A.S. AND DISTRIBUTION BOX. FLOW PROVIDED :.49?•o7 X4 7.9= G/D
6.RESERVE S.A.S. CAPACITY ASSESSORS MAP# 31 PARCEL # 443 SITE AND SEWA(
7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL
EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE RESERVE:- 349 - 330 = l % G/D PLAN REFERERNCE: �K lG P 5 Lrrs�44-4G)
AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES P12ov. fie_- FOR: d Q(�t_(GL�+JT K )- -T
2IAP-�rAJ*T251 v
&THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 CONSTRUCTION NOTES:- . �- HYe nJ r.J 1 5,
INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND %» 4LL ' ` LOTOY4-4 - 4 27 Qp�j< v
9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. {��op �, yj ❑
10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. N o
11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED DATE: I o - 5 - "�P8 w Y
AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH i t 1 -: l (»lXa LG ° /4gIJ0-wV E=►4• �• °
12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 114 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. m BY• �EJZT : [ 1 CvJRS 144 2r--� 5 v o
FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS a� /�iSJ1��1� !'��� \A _
BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. x" GA rU tit OA -OC r
�i I R�19y.28480
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44
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4 s4sog��Au� a 9
7igv1P�✓-d•G•-2- /.b� at�d V r 4.2._._713�K. G 2e�-��lS .27 la" 4' ---
.a•47LM D/�F.9f/ii�OJC�.� �E F62'i- �i' -Q1 - - .9� - - -- R -EA - - � Q r
'094,0 Or1i6d�c Alis✓- d/. B dSf✓f+�! Di�u►$AirC D 1P�' u 15voOGa ; _o� �n z,
,4f wz0/ccc"noc/" �i FG r
A./� J� >dJj Yf� �• 1. '� �. Q l 1�5
TAIL 5t"PT
y ro
N s
64r oaw rj61/ 83
9PtrC7 3J
i.Q4 B -'qty c o a a
K.
ELV -54• 144 ELV 85.g (�
NO GROUNDWATER ENCOUNTERED ��'[p�`�E�:83•Q y x' e ,�l�' m �'
TEST DATE: �J-ZlQ-98 B.O.H. LaurEiJ F ttEY AFrt�AtrL.�/YiP.N ,('mss) 398- 2281x�f �B 1 "N� 10 b y <r� 10,'��A � � f3#� IpK /Zr 4a t
SOILS EVALUATOR: =ti Pa�an�lfiSdtN�VTJL-
L'L o 'I d' Z4' �xcsd4 acufFulr C�aB) 9/N 1"V/C
PERC RATE MINJ1N@ HOLE#_L �j Wfr71155u naa g8 ��p•oa M t
SOIL TYPE:- , LOADING RATEo.-*GAL/SF/MIN Taw9vPo ( (^ r
F-lY'�Ko d•' J�iD,e./x� e-AgWee.. MAP 2.1 ' -14 6-$Z ETw� I ''
* LnrLv4-gta�tLsL15d^J0
GENERAL NOTES:- Fi¢µ��oo]si- Zz 3y �.9�) iuG1/Vls�( �i x�9 b
DESIGN CALCULATIONS XC��. �0 5E ��9 �W�o� LANE �b y
1220-�i2 �1
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF
Yr ,w- ouT-" 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 6 INCHES OF 2.GARBAGE GRINDER:- NONE PERMITTED y Q b
FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE 3.TOTAL DESIGN FLOW: v
INCHES OF FINISHED GRADE. 110 G/D/BR. X 3 BR'S = 33o G/D �
3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING 4.SEPTIC TANK:- A^ p
H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY 33y X2.0= 4.40 GALLONS } °
MUST WITHSTAND H2O LOADING. USE 1500 GALLON TANK [TITLE V MINIMUM] 4-fo LOA-cn-A (7
4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO //
S.S.A.S: FLOW PROVIDED: --
ANY EXCAVATION. y y % y a A
BOTTOM AREA: -1Z 83x Zso=3to•1�SQ. FT.
S.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN x p
SIDE AREA : 2.0 7S•6G = r> -r 3t SQ. FT.
PLACE TOTAL AREA:3ro7�+/Si•3z=¢7?•07SQ. FT. U t
6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE C
S.A.S. AND DISTRIBUTION BOX. FLOW PROVIDED :.49?•o7 X4 7.9= G/D
6.RESERVE S.A.S. CAPACITY ASSESSORS MAP# 31 PARCEL # 443 SITE AND SEWA(
7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL
EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE RESERVE:- 349 - 330 = l % G/D PLAN REFERERNCE: �K lG P 5 Lrrs�44-4G)
AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES P12ov. fie_- FOR: d Q(�t_(GL�+JT K )- -T
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&THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 CONSTRUCTION NOTES:- . �- HYe nJ r.J 1 5,
INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND %» 4LL ' ` LOTOY4-4 - 4 27 Qp�j< v
9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. {��op �, yj ❑
10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. N o
11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED DATE: I o - 5 - "�P8 w Y
AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH i t 1 -: l (»lXa LG ° /4gIJ0-wV E=►4• �• °
12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 114 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. m BY• �EJZT : [ 1 CvJRS 144 2r--� 5 v o
FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS a� /�iSJ1��1� !'��� \A _
BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. x" GA rU tit OA -OC r
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