HomeMy WebLinkAbout83-1653 - Sewage Disposal SystemSEPTIC TANK DETAIL: LOW -PROFILE, WATERTIGHT DISTRIBUTION BOX DETAIL: NOT TO SCALE
SOIL TEST PIT DATA: OCTOBER 8, 2003 NOT TO SCALE 6,000 GALLON H-20 LOADING
TEST PIT j1_-- TEST PIT #2- - 5. INLET AND OUTLET TEES TO BE CAST IRON, N0. OF OUTLETS
GRD. EL. 8 7 GRD. EL. 8.2 NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST -IN -PUCE CONCRETE. FINISHED GRADE
REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER.
AND VENTS FOR U -SHAPED
EST.
HIGH GW. Y•3
MEDIUM $AND
5Y 6/2
E
EL = 3.7
MEDIUM SAND
2.5Y 4/2
EL = 2.5
EL = 1.0 = 5
EST. HIGH GW. 2.5 2. SEPTIC TANK TO WITHSTAND H-20 LOADING INLET AND OUTLET TEES, REMOVABLE 3 WALLS
PIPE SHALL EXTEND 6' ABOVE NORMAL WATER LEVEL NOTES:
MEDIUM AND
C1
5Y 6�2
0"
EL = 2.5
2" EL = 1.4 4- 82"
20" EL = (-1.8) 120"
3. ALL PIPE CONNECTIONS SEAMS AND CONCRETE COVER 1 1.
HIGH GROUNDWATER COMPUTATION CONSTRUCTION SHALL BE WATERTIGHT. 6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE. '.;` r.;r ,arA.. .„• 4• 2 DIST. BOX TO WITHSTAND BAFFLE
LOADING
T we erla9n
BASED ON TIDAL INFLUENCE 4. FILL ALL UNUSED KNOCKOUTS WITH 7. MANHOLE COVERS SHALL BE WATERTIGHT AND I 2• PROVIDE INLET TEE OR BAFFLE WFIERE
MORTAR. BOLTED TO MANHOLE FRAME. I SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
24" IN PUMPED SYSTEM.
USING ELEVEVATION 2.5 NGVD
DUE TO PROXIMITY TO THE OCEAN RAISE M.H W/ 24" DIA C.I. HEAVY DUTY) BOLT ON MANHOLE 6' 11,5" OUTLETS r 8" I 3. FIRST TWO FEET OF PIPE OUT OF DIST.
SEWER BRICK TEE TO BE UNDER COVERS BROUGHT TO FINISH GRADE J_ BOX TO BE LAID LEVEL
IiA
AS PER BOARD OF HEALTH DIRECTOR 9• MIN. 36" MAX 6• ,r a ';� '•a br ear
& MORTAR M.H. OPENING .,tea d a'Lb 4. ALL PIPE CONNECTIONS AND CONCRETE
L_ 4- CONSTRUCTION SHALL BE WATERTIGHT.
EL 10.3 10' BOTTOM ON LEVEL 6' MIN. 3//4" TO
INDICATES 17'_0• a .:.e_.a a_ STABLE BASE 1 1/2' CRUSHED 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
v_ ESTIMATED a CROSS-SECTION STONE BASE
HIGH TIDE 16'-0" ORMAL WATER VEL2•
INDICATES
�Z_ OBSERVED
GROUND WATER
INDICATES
PERC.
TEST
as 3' 112'
100 4- SHAM 22" T
.- INLET TEE rr �d 6' -5-
q. -O. 6'-4- w "
5'-6' MIN. BEW ON ' 7'-t1 30'
Z LIQUID DEPTH < racaxmm) n
10'-0' m ;
=COW GAL MIN. . 1.900 GAL MN j. 1
�> cawPARiMeNr �o couPArtneENr .-.
OF
3r
DAVID j,
iS CRISPIN N
CIVIL
LEACHING FIELD DETAIL: NOT TO SCALE
36' MAX .COVER
FINISHED GRADE
_ CAP ENDS
4' PVC -F �
•_u • .i.L• • ie
arae •r •• a e e e e e e a t o ere o
31
REVISIONS
NO. DATE DESCRIPTION
1. 11/19/03 TOWN DRAIN
` ''�'° ' �' ' rb`$• "' ' �' '` ' �.''°^" GENERAL NOTES:
ere sa• a er •air• a er er •r ere ee ere e o
1 THIS PLAN IS FOR DESIGN AND
48'
PROFILE
2% MIN. FINISH GRADE
4 INVLK I Al Umr m3G lRmr- ,VV I f
CONSTRUCTION OF THE SEWAGE
-.I
PRECAST SEPTIC TANK
- BAFFLE WALL -
0'-6'
10'-4' S'-2'
DISPOSAL FACILITY ONLY.
as 3' 112'
100 4- SHAM 22" T
.- INLET TEE rr �d 6' -5-
q. -O. 6'-4- w "
5'-6' MIN. BEW ON ' 7'-t1 30'
Z LIQUID DEPTH < racaxmm) n
10'-0' m ;
=COW GAL MIN. . 1.900 GAL MN j. 1
�> cawPARiMeNr �o couPArtneENr .-.
OF
3r
DAVID j,
iS CRISPIN N
CIVIL
LEACHING FIELD DETAIL: NOT TO SCALE
36' MAX .COVER
FINISHED GRADE
_ CAP ENDS
4' PVC -F �
•_u • .i.L• • ie
arae •r •• a e e e e e e a t o ere o
31
REVISIONS
NO. DATE DESCRIPTION
1. 11/19/03 TOWN DRAIN
` ''�'° ' �' ' rb`$• "' ' �' '` ' �.''°^" GENERAL NOTES:
ere sa• a er •air• a er er •r ere ee ere e o
1 THIS PLAN IS FOR DESIGN AND
48'
PROFILE
2% MIN. FINISH GRADE
6• :Q q+• a'o **�- • �x4r' 1/2' WASHED STONE 5. WITHIN LIMIT OF EXCAVATION REMOVE
No�32112 / �`� a yr r� a e�
AC ALL TOPSOIL SUBSOIL AND OTHER
a 4, 3/4- TO 1-1/2' DOUBLE IMPERVIOUS MATERIAL
DATE: DATE: INDICATES 4•Pr BOTTOM ON LEVEL STABLE BASE ba g• I- •� ; WASHED STONE (NO FINES) _ 6. REPLACE WITH CLEAN WASHED SAND
10/8/03 10/8/03 UNSUITABLE PLAN VIEW venAtyVe 8 ,'�7 CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS
MATERIAL 6" MIN. 3/4' TO CROSS-SECTION VIEW PLAN VIEW CONFORMING IS THE FOLLOWING
TEST BY: TEST BY: 1 1/2' STONE SIEVE ANALYSIS:
NOTES: 10% (MAX) BY WT. SHALL
THE BSC GROUP, INC. THE BSC GROUP, INC
WITNESSED BY: WITNESSED BY: NEW PEDESTRIAN ACCESS & 1. THIS PLAN IS BASED ON AN PASS No. 50 SIEVE
DAVE FLAHERTY DAVE FLAHERTY DATUM: 1 -- EXISTING CONDITIONS PLAN DESIGN CRITERIA: PASS No. 100 SIEVE SHALL
DROP OFF TO BOARDWALK -�
PERC. RATE: PERC. RATE: PREPARED BY THE TOWN OF <5 % OF No. 4 SIEVE SHALL
VERTICAL DATUM: N.G. V.D. _ ISTI BIT. CONC. YARMOUTH ENGINEERING DESIGN FLOW: PASS No. 200
�-MIN./INCH -2 _-MIN./INCH DEPARTMENT. UNIFORMITY COEFFICIENT 0 No. 4
SOIL EVALUATOR SOIL EVALUATOR BENCH MARK USED: Ew AGPO E AS 6 2. SEPTIC DESIGN PREPARED BY BSC CONCESSION STAND 1000 GAL SIEVE </�s.o
CRAIG FIELD CRAIG FIELD YARMOUTH MON 6.15 GA WAY •- • • • •
• • • ,I -I ALL OTHER SITE DESIGN SH PUBLIC PARK TOILET = 5 PGD P 7. EXISTING UTILITIES WHERE SHOWN
SOIL CLASS: SOIL CLASS: BENCH MARK SET: •�• . • • -m PREPARED BY THE TOWN OF D IN THE DRAWINGS ARE APPROXIMATE.
• • _ ItXISTTNG WOODEN - I YARMOUTH ENGINEERING DEPT. 180 x 5 = 900 GPO THE CONTRACTOR SHALL BE RESPON-
I SIBLE FOR PROPERLY LOCATING AND
1 1 STAKE AND NAIL . • • • • • • NEW BOLL ±TOPE I DECK &BLDG'STO BE- AND IS SHOWN FOR �IINI�FFORMATION COORDINATING THE PROPOSED CON-
L.T.A.R. ELEV AN c�� C C. CH EX1511NG 36 I REMOVED I \` X10,5 >��' 3. PARK NG LOTPURPOSES N MPRIIOVEMENT PLAN DAILY FLOW = 1900 GPD AND THEAPPLICABBLLE NTH
TITILITY-SAFE
L. T.A.R. 1 BY TOWN I
0.74 G.P.D./SQ.FT. Q•74 G.P.D./SQ.FT. PA 12.2)( ,5
m \TO BE PREPARED BY THE TOWN COMPANY AND MAINTAINING THE
11.0 I EXISTING UTILITY SYSTEM IN SERVICE.
EDGE OF i REFUSE OF YARMOUTH ENGINEERING DEPT. DIG -SAFE SHALL BE NOTIFIED PER
PROFILE: NOT TO SCALE ANG EX. DUNE I I CONTAINER REQUIRED SEPTIC TANK: THE STATE of MAssncllusETTs
FIRST PIPE LENGTH S M 9,5 STATUTE CHAPTER 82, SECTION 409
EL= A TO BE SET LEVEL
EDGE I RECONSTRUC F • LOCATI 1900 X 200% (1st COMP.) 3800 GAL. AT TEL 1-888-344-7233. THE
TOP FOUNDATION FOR MIN. 2' BENCHMARK 1 �, ° '�''REC � D DUNE G� 1900 X 100% (2nd COMP,) 1900 GAL. ENGINEER DOES NOT GUARANTEE
CONCRETE COVERS TO WITHIN \ r. - 3 I 'L THEIR ACCURACY OR THAT ALL
EL.=10.3 6' OF FINISHED GRADE. STAKE SET ➢E ' SEPTIC TANK REQUIRED -� UTILITIES AND SUBSURFACE STRUCTURES
/ FINISH GRADE 6' WIDE ELEVATION ; !OQ 0 ; ' 9;55 „ I a • FARE
L.=10.3-9.71 BOARDWALK a-�� SEPTIC TANK PROVIDED:-���ALvnnorWis oFouNDGRouNO unune5
4" PVC Sc 12.8 NGVD a _ '� .E'CI�TING' SEP11C ••
1:20 MAX. SLOPE • TAKEN FROM RECORD PLANS. THE
LEACHING FIELD SEE DWG. SP2 z s,.SYSTEV- I " ED . OF , CONTRACTOR SHALL VERIFY SIZE,
e SCH VC H K TQ BE ,, i „s �cIsTANGt1NE _ SIZE OF LEACHING FACILITY REQUIRED: LOCATION AND INVERTS OF UTILITIES
REMOVED � �( a • � � AND STRUCTURES AS REQUIRED PRIOR
ee I=D I= I=F I -H L REST LANDING : , "ICONSTRUC`TE�, DUNS' 9 4 , '' m -
DESIGN PERC. RATE: <2 MIN./ INCH TO THE START OF CONSTRUCTION.
I=C I=G ZONE s,17o±s F. ` 1 -a I ; �� LONG TERM APPL RA G.P. F.
5 OUTLET I=F ` o TE O 74 D/S THE USE OF A GARBAGE GRINDER.
` DIST. BOX 5' SEPARATION Lf�'
8. THIS SYSTEM IS NOT DESIGNED FOR
GREASE TANK SEPTIC TANK x %� • 100+ BUFFER T� RAID
10,9 ;'I'Pf1 „x
M I X 8.9 �,
0,36 8.8RC /Vic, :1, f '"a / PROPOSED ; EXI
cgs _
. „.� �� •- fl --^ :. �- W X 44 ., rrr .nnr
4 INVLK I Al Umr m3G lRmr- ,VV I f
CONSTRUCTION OF THE SEWAGE
-.I
4" INVERT AT SEPTIC TANK (IN)
DISPOSAL FACILITY ONLY.
4" INVERT AT SEPTIC TANK (OUT)
2. ALL CONSTRUCTION METHODS AND
4" INVERT AT DIST. BOX (IN)
MATERIALS SHALL CONFORM TO MASS.
4" INVERT AT DIST. BOX (OUT)8
D.E.P TITLE 5 AND LOCAL BOARD
INVERTS AT LEACHING FACILITY:
OF HEALTH REGULATIONS.
36" MAX. - 12" MIN. COVER
4" INVERT AT BEGINNING
3. ALL PIPES LOCATED UNDER PAVEMENT
OF LEACHING FIELD
OR TRAVELED WAY SHALL BE SCHEDULE
e MIN. LOAM & SEED
4" INVERT AT END
40 OR EQUAL
f
OF LEACHING FIELD
4. THERE ARE NO KNOWN PRIVATE WELLS
ELEVATION AT BOTTOM
1344 S,F. x 2 FIELDS = 2688 S.F.
LOCATED WITHIN 150 FT. OF THE
OF LEACHING FIELD
7.5 L
4'-6'
PROPOSED LEACHING FACILITY NOR
2.5 M
OUTLET
ANY KNOWN WELLS PROPOSED WITHIN
r
-T-
L-•2" MIN. OF 1/8' TO
150' OF ANY KNOWN LEACHING FACILITY.
e e
NONE
6• :Q q+• a'o **�- • �x4r' 1/2' WASHED STONE 5. WITHIN LIMIT OF EXCAVATION REMOVE
No�32112 / �`� a yr r� a e�
AC ALL TOPSOIL SUBSOIL AND OTHER
a 4, 3/4- TO 1-1/2' DOUBLE IMPERVIOUS MATERIAL
DATE: DATE: INDICATES 4•Pr BOTTOM ON LEVEL STABLE BASE ba g• I- •� ; WASHED STONE (NO FINES) _ 6. REPLACE WITH CLEAN WASHED SAND
10/8/03 10/8/03 UNSUITABLE PLAN VIEW venAtyVe 8 ,'�7 CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS
MATERIAL 6" MIN. 3/4' TO CROSS-SECTION VIEW PLAN VIEW CONFORMING IS THE FOLLOWING
TEST BY: TEST BY: 1 1/2' STONE SIEVE ANALYSIS:
NOTES: 10% (MAX) BY WT. SHALL
THE BSC GROUP, INC. THE BSC GROUP, INC
WITNESSED BY: WITNESSED BY: NEW PEDESTRIAN ACCESS & 1. THIS PLAN IS BASED ON AN PASS No. 50 SIEVE
DAVE FLAHERTY DAVE FLAHERTY DATUM: 1 -- EXISTING CONDITIONS PLAN DESIGN CRITERIA: PASS No. 100 SIEVE SHALL
DROP OFF TO BOARDWALK -�
PERC. RATE: PERC. RATE: PREPARED BY THE TOWN OF <5 % OF No. 4 SIEVE SHALL
VERTICAL DATUM: N.G. V.D. _ ISTI BIT. CONC. YARMOUTH ENGINEERING DESIGN FLOW: PASS No. 200
�-MIN./INCH -2 _-MIN./INCH DEPARTMENT. UNIFORMITY COEFFICIENT 0 No. 4
SOIL EVALUATOR SOIL EVALUATOR BENCH MARK USED: Ew AGPO E AS 6 2. SEPTIC DESIGN PREPARED BY BSC CONCESSION STAND 1000 GAL SIEVE </�s.o
CRAIG FIELD CRAIG FIELD YARMOUTH MON 6.15 GA WAY •- • • • •
• • • ,I -I ALL OTHER SITE DESIGN SH PUBLIC PARK TOILET = 5 PGD P 7. EXISTING UTILITIES WHERE SHOWN
SOIL CLASS: SOIL CLASS: BENCH MARK SET: •�• . • • -m PREPARED BY THE TOWN OF D IN THE DRAWINGS ARE APPROXIMATE.
• • _ ItXISTTNG WOODEN - I YARMOUTH ENGINEERING DEPT. 180 x 5 = 900 GPO THE CONTRACTOR SHALL BE RESPON-
I SIBLE FOR PROPERLY LOCATING AND
1 1 STAKE AND NAIL . • • • • • • NEW BOLL ±TOPE I DECK &BLDG'STO BE- AND IS SHOWN FOR �IINI�FFORMATION COORDINATING THE PROPOSED CON-
L.T.A.R. ELEV AN c�� C C. CH EX1511NG 36 I REMOVED I \` X10,5 >��' 3. PARK NG LOTPURPOSES N MPRIIOVEMENT PLAN DAILY FLOW = 1900 GPD AND THEAPPLICABBLLE NTH
TITILITY-SAFE
L. T.A.R. 1 BY TOWN I
0.74 G.P.D./SQ.FT. Q•74 G.P.D./SQ.FT. PA 12.2)( ,5
m \TO BE PREPARED BY THE TOWN COMPANY AND MAINTAINING THE
11.0 I EXISTING UTILITY SYSTEM IN SERVICE.
EDGE OF i REFUSE OF YARMOUTH ENGINEERING DEPT. DIG -SAFE SHALL BE NOTIFIED PER
PROFILE: NOT TO SCALE ANG EX. DUNE I I CONTAINER REQUIRED SEPTIC TANK: THE STATE of MAssncllusETTs
FIRST PIPE LENGTH S M 9,5 STATUTE CHAPTER 82, SECTION 409
EL= A TO BE SET LEVEL
EDGE I RECONSTRUC F • LOCATI 1900 X 200% (1st COMP.) 3800 GAL. AT TEL 1-888-344-7233. THE
TOP FOUNDATION FOR MIN. 2' BENCHMARK 1 �, ° '�''REC � D DUNE G� 1900 X 100% (2nd COMP,) 1900 GAL. ENGINEER DOES NOT GUARANTEE
CONCRETE COVERS TO WITHIN \ r. - 3 I 'L THEIR ACCURACY OR THAT ALL
EL.=10.3 6' OF FINISHED GRADE. STAKE SET ➢E ' SEPTIC TANK REQUIRED -� UTILITIES AND SUBSURFACE STRUCTURES
/ FINISH GRADE 6' WIDE ELEVATION ; !OQ 0 ; ' 9;55 „ I a • FARE
L.=10.3-9.71 BOARDWALK a-�� SEPTIC TANK PROVIDED:-���ALvnnorWis oFouNDGRouNO unune5
4" PVC Sc 12.8 NGVD a _ '� .E'CI�TING' SEP11C ••
1:20 MAX. SLOPE • TAKEN FROM RECORD PLANS. THE
LEACHING FIELD SEE DWG. SP2 z s,.SYSTEV- I " ED . OF , CONTRACTOR SHALL VERIFY SIZE,
e SCH VC H K TQ BE ,, i „s �cIsTANGt1NE _ SIZE OF LEACHING FACILITY REQUIRED: LOCATION AND INVERTS OF UTILITIES
REMOVED � �( a • � � AND STRUCTURES AS REQUIRED PRIOR
ee I=D I= I=F I -H L REST LANDING : , "ICONSTRUC`TE�, DUNS' 9 4 , '' m -
DESIGN PERC. RATE: <2 MIN./ INCH TO THE START OF CONSTRUCTION.
I=C I=G ZONE s,17o±s F. ` 1 -a I ; �� LONG TERM APPL RA G.P. F.
5 OUTLET I=F ` o TE O 74 D/S THE USE OF A GARBAGE GRINDER.
` DIST. BOX 5' SEPARATION Lf�'
8. THIS SYSTEM IS NOT DESIGNED FOR
GREASE TANK SEPTIC TANK x %� • 100+ BUFFER T� RAID
10,9 ;'I'Pf1 „x
M I X 8.9 �,
0,36 8.8RC /Vic, :1, f '"a / PROPOSED ; EXI
cgs _
. „.� �� •- fl --^ :. �- W X 44 ., rrr .nnr
6" CRUSHED STONE
PLAN VIEW ON COMPACTED. LEVEL CROSS-SECTION
H AND TRUE TO GRADE
STABLE BASE
3
a
yy
o a EXISTING PAVED
(0 DRQ 9. *.:. `�. i ,. I �o PARKING AREA
R .,, ,ye 8 .0 S 1506 ,GAL�I ON• y�
O' �- .'a . T, f GREASE TRAM
X 7""1011
9,6 kQ ERG (T� \�
ZONE A11 L0.5J TP#2 .�O - L0 -5J. �R • PROPOSED 1.548 S.F.
EX. BLDG.
(EL. 1 0) &B BERDWALK 1,1 w YrP BOP ATHHOO SE BLDG, 11.0
PROPOSED \\
REMOVED
� , BATH HOUS EXISTING DUNE � 1
(N.TOW 1� � SURF F.F. = 11. 71481 ±S.F.
BOARD • �-
`1, WASH
FREESTANDING AREA 30' HIGH FIBERG
SHOWER PEDESTAL FLAGPOLE
AND SLAB , \
X 9,2 \ `1 CONCRETE PATIO H/C CURB CUT
• 9 79
\ \
12,0 1 AMP \ 6" HIGH \ \\ SLOPED CURB - = 10
X. 9. \ PRECASTICON CURB-
• • \ \ \\ \ \ \� \\ \ 5'\ 0" WIDE
X 11,5 0 \ ®CONC� Bp
/LLAORDS TO,
\� \\ %14' -On \ CONC. WALK
ZONE B �
• \ \� / OVERSIZED /
z • 6'-O" WIDE pREAR NG E
H/C CURB CUT/
CONC. W RELOCATED
�
• p TO AIGA AEXC VA AN p PARKING AREA -
ae�D39 / v '
rRE RADE FOR
luo r a
12.8 X rami D AINA PU w /
* m ZONE All
OVERS
r�/ LL 3 - 6F DIA. BFT EEP
WOOD RETAINING � - (EL. 11)
6��' G3 / µALL , • 0 GA ) CA CHBA IN WI .0 a
I,; 0 ELEV N. FAMES AND RATES D_ ZONE A11 _ �'
• INSTALL 15 LEACHING GALLEYSI � (EL. 10)
• WITH 2 FT OF STONE ON SIDES ZONE B
_
�1TLET � 1221. X X 13.7 • AND 6 IN OF STONE UNDERNEATH
11101
V -1 -
PLAN VIEW •
SCALE: 1' = 20 FEET PROPOS�D •GUeRQ ROIL• • . •
0 10 20 40 FT, • • • . • • • OUAE • • • • • • • • • p HAY -BALES RELOCATE
/ • • UNE HANDICAPP'' SI
• • • WOOD RETAINING WALL 14.2 X X45,3
1900 GPD + 0.74 GPD/SF = 2568 S,F,
4 INVLK I Al Umr m3G lRmr- ,VV I f
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
4" INVERT AT SEPTIC TANK (IN)
8.95 E
4" INVERT AT SEPTIC TANK (OUT)
8.70 F
4" INVERT AT DIST. BOX (IN)
8.61 G
4" INVERT AT DIST. BOX (OUT)8
44 H
INVERTS AT LEACHING FACILITY:
4" INVERT AT BEGINNING
OF LEACHING FIELD
8.24 J BREAKOUT 8.74
4" INVERT AT END
USE 2 LEACHING FIELDS
OF LEACHING FIELD
8.0 K
ELEVATION AT BOTTOM
1344 S,F. x 2 FIELDS = 2688 S.F.
OF LEACHING FIELD
7.5 L
4'-6'
ADJUSTED GROUNDWATER
2.5 M
OUTLET
VARIANCES REQUESTED:
INFORMATION
NONE
GREASE TRAP DETAIL:
1,500 GALLON H-10 WATERTIGHT
cV
BSC G-11:0-11ALOCUS
NOT TO SCALE
NOTES:
6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS
CURRENT OWNER: TOWN OF YARMOUTH
1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
OF 310 CMR 15.230 AND MAINTAINED IN
m
12" MAX
ACCORDANCE WITH 310 CMR 15.351.
IL
2.) GREASE TRAP SHALL WITHSTAND H-10 LOADING.
7.) INLET AND OUTLET TEES TO BE PROPERLY
E
3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE
SUPPORTED WITH HANGERS AND/OR STRAPS.
PLAN REFERENCE: PLAN BOOK 169, PAGE 27
CONSTRUCTION SHALL BE WATERTIGHT.IS
8,) MANHOLE COVERS SHALL BE WATERTIGHT
0
4.)INLET AND OUTLET TEES TO BE CAST IRON OR
AND BOLTED TO MANHOLE FRAME.
00
SCHED. 40 PVC AND TEES TO BE ACCESSIBLE
PARCEL: 116
UNDER MANHOLE COVER.
ZONING DISTRICT- RS -40
a
5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE.
9" MIN. 3- 24" CAST IRON BOLT ON MANHOLE
WITH FRAMES
SYSTEM DESIGN
REAR 20'
COVER
MINIMUM LOT SIZE: 40,000± S.F.
EXIST. TOTAL LOT AREA: 11.05± ACRES
BASS RIVER
OVERLAY DISTRICT: NONE
BATH HOUSE
NITROGEN SENSITIVE
ZONE: NOT A ZONE II
1z' 1
FEMA FLOOD
6" CRUSHED STONE
PLAN VIEW ON COMPACTED. LEVEL CROSS-SECTION
H AND TRUE TO GRADE
STABLE BASE
3
a
yy
o a EXISTING PAVED
(0 DRQ 9. *.:. `�. i ,. I �o PARKING AREA
R .,, ,ye 8 .0 S 1506 ,GAL�I ON• y�
O' �- .'a . T, f GREASE TRAM
X 7""1011
9,6 kQ ERG (T� \�
ZONE A11 L0.5J TP#2 .�O - L0 -5J. �R • PROPOSED 1.548 S.F.
EX. BLDG.
(EL. 1 0) &B BERDWALK 1,1 w YrP BOP ATHHOO SE BLDG, 11.0
PROPOSED \\
REMOVED
� , BATH HOUS EXISTING DUNE � 1
(N.TOW 1� � SURF F.F. = 11. 71481 ±S.F.
BOARD • �-
`1, WASH
FREESTANDING AREA 30' HIGH FIBERG
SHOWER PEDESTAL FLAGPOLE
AND SLAB , \
X 9,2 \ `1 CONCRETE PATIO H/C CURB CUT
• 9 79
\ \
12,0 1 AMP \ 6" HIGH \ \\ SLOPED CURB - = 10
X. 9. \ PRECASTICON CURB-
• • \ \ \\ \ \ \� \\ \ 5'\ 0" WIDE
X 11,5 0 \ ®CONC� Bp
/LLAORDS TO,
\� \\ %14' -On \ CONC. WALK
ZONE B �
• \ \� / OVERSIZED /
z • 6'-O" WIDE pREAR NG E
H/C CURB CUT/
CONC. W RELOCATED
�
• p TO AIGA AEXC VA AN p PARKING AREA -
ae�D39 / v '
rRE RADE FOR
luo r a
12.8 X rami D AINA PU w /
* m ZONE All
OVERS
r�/ LL 3 - 6F DIA. BFT EEP
WOOD RETAINING � - (EL. 11)
6��' G3 / µALL , • 0 GA ) CA CHBA IN WI .0 a
I,; 0 ELEV N. FAMES AND RATES D_ ZONE A11 _ �'
• INSTALL 15 LEACHING GALLEYSI � (EL. 10)
• WITH 2 FT OF STONE ON SIDES ZONE B
_
�1TLET � 1221. X X 13.7 • AND 6 IN OF STONE UNDERNEATH
11101
V -1 -
PLAN VIEW •
SCALE: 1' = 20 FEET PROPOS�D •GUeRQ ROIL• • . •
0 10 20 40 FT, • • • . • • • OUAE • • • • • • • • • p HAY -BALES RELOCATE
/ • • UNE HANDICAPP'' SI
• • • WOOD RETAINING WALL 14.2 X X45,3
1900 GPD + 0.74 GPD/SF = 2568 S,F,
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
3"
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
SIZE OF LEACHING FACILITY PROVIDED:
9. EXITING INVERTS ARE TO BE CHECKED BY
1900 GPD 0,74 SF/GPD = 2568 S.F.
THE CONTRACTOR PRIOR TO CONSTRUCTION
USE 2 LEACHING FIELDS
THE ENGINEER IS TO BE NOTIFIED OF
BOTTOM = 28' x 48' = 1344 S.F
00
1344 S,F. x 2 FIELDS = 2688 S.F.
2688 S.F X 0,74 SF/GPD = 1989 GPD
4'-6'
INLET TEE
OUTLET
INFORMATION
cV
BSC G-11:0-11ALOCUS
657 Main Street, (RT. 28) Unit 6
CURRENT OWNER: TOWN OF YARMOUTH
W.YarmOuth Massachusetts
12" MAX
_
TITLE REFERENCE: DEED BOOK 1153, PAGE 130
508 77g 8919
PLAN REFERENCE: PLAN BOOK 169, PAGE 27
PROJECT TITLE:
ASSESSORS MAP: 26
PARCEL: 116
6" CRUSHED STONE
PLAN VIEW ON COMPACTED. LEVEL CROSS-SECTION
H AND TRUE TO GRADE
STABLE BASE
3
a
yy
o a EXISTING PAVED
(0 DRQ 9. *.:. `�. i ,. I �o PARKING AREA
R .,, ,ye 8 .0 S 1506 ,GAL�I ON• y�
O' �- .'a . T, f GREASE TRAM
X 7""1011
9,6 kQ ERG (T� \�
ZONE A11 L0.5J TP#2 .�O - L0 -5J. �R • PROPOSED 1.548 S.F.
EX. BLDG.
(EL. 1 0) &B BERDWALK 1,1 w YrP BOP ATHHOO SE BLDG, 11.0
PROPOSED \\
REMOVED
� , BATH HOUS EXISTING DUNE � 1
(N.TOW 1� � SURF F.F. = 11. 71481 ±S.F.
BOARD • �-
`1, WASH
FREESTANDING AREA 30' HIGH FIBERG
SHOWER PEDESTAL FLAGPOLE
AND SLAB , \
X 9,2 \ `1 CONCRETE PATIO H/C CURB CUT
• 9 79
\ \
12,0 1 AMP \ 6" HIGH \ \\ SLOPED CURB - = 10
X. 9. \ PRECASTICON CURB-
• • \ \ \\ \ \ \� \\ \ 5'\ 0" WIDE
X 11,5 0 \ ®CONC� Bp
/LLAORDS TO,
\� \\ %14' -On \ CONC. WALK
ZONE B �
• \ \� / OVERSIZED /
z • 6'-O" WIDE pREAR NG E
H/C CURB CUT/
CONC. W RELOCATED
�
• p TO AIGA AEXC VA AN p PARKING AREA -
ae�D39 / v '
rRE RADE FOR
luo r a
12.8 X rami D AINA PU w /
* m ZONE All
OVERS
r�/ LL 3 - 6F DIA. BFT EEP
WOOD RETAINING � - (EL. 11)
6��' G3 / µALL , • 0 GA ) CA CHBA IN WI .0 a
I,; 0 ELEV N. FAMES AND RATES D_ ZONE A11 _ �'
• INSTALL 15 LEACHING GALLEYSI � (EL. 10)
• WITH 2 FT OF STONE ON SIDES ZONE B
_
�1TLET � 1221. X X 13.7 • AND 6 IN OF STONE UNDERNEATH
11101
V -1 -
PLAN VIEW •
SCALE: 1' = 20 FEET PROPOS�D •GUeRQ ROIL• • . •
0 10 20 40 FT, • • • . • • • OUAE • • • • • • • • • p HAY -BALES RELOCATE
/ • • UNE HANDICAPP'' SI
• • • WOOD RETAINING WALL 14.2 X X45,3
1900 GPD + 0.74 GPD/SF = 2568 S,F,
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
SIZE OF LEACHING FACILITY PROVIDED:
9. EXITING INVERTS ARE TO BE CHECKED BY
1900 GPD 0,74 SF/GPD = 2568 S.F.
THE CONTRACTOR PRIOR TO CONSTRUCTION
USE 2 LEACHING FIELDS
THE ENGINEER IS TO BE NOTIFIED OF
BOTTOM = 28' x 48' = 1344 S.F
ANY FIELD
REQUIRED. CHANGES THAT MAY BE
1344 S,F. x 2 FIELDS = 2688 S.F.
2688 S.F X 0,74 SF/GPD = 1989 GPD
INFORMATION
cV
BSC G-11:0-11ALOCUS
657 Main Street, (RT. 28) Unit 6
CURRENT OWNER: TOWN OF YARMOUTH
W.YarmOuth Massachusetts
02673
TITLE REFERENCE: DEED BOOK 1153, PAGE 130
508 77g 8919
PLAN REFERENCE: PLAN BOOK 169, PAGE 27
PROJECT TITLE:
ASSESSORS MAP: 26
PARCEL: 116
SEWAGE DISPOSAL
ZONING DISTRICT- RS -40
SETBACKS: FRONT 30'
SIDE 20'
SYSTEM DESIGN
REAR 20'
MINIMUM LOT SIZE: 40,000± S.F.
EXIST. TOTAL LOT AREA: 11.05± ACRES
BASS RIVER
OVERLAY DISTRICT: NONE
BATH HOUSE
NITROGEN SENSITIVE
ZONE: NOT A ZONE II
FEMA FLOOD
#220
{ ZONE DISTRICT: "B" AND "A-11" 7/2/1992
PANEL #250015 0006 D
SOUTH STREET
LOCUS PLAN: SCALE: 1" = 2000'
So. YARMOUTH
MASSACHUSETTS
PREPARED FOR:
C
Mr. RICK FENUCCIO
BROWN, LINDQUIST, FENUCCIO
z
& RABER ARCHITECTS, INC.
923 MAIN STREET, ROUTE 6A
D VIS BEACH
U)
YARMOUTHPORT, MA
02675
(508) 362-8382
LIGHT
DATE: OCTOBER 30, 2003
LOCUS
COMP. DESIGN: K. HEALY
1
CHECK: D. CRISPIN
PARKERS RIVER
DRAWN: P. HAGIST
BEACH
y Z
FIELD: TOWN OF YARMOUTH
ZZ
NANTUCKET SOUND O N
FILE NO. 8612-SEP.DWG
G
DWG NO. 5482-01
8612.00
SHEET 1 OF 1
. gH
DATEZ�