HomeMy WebLinkAbout83-1653 - Sewage Disposal System002HIGH GROUNDWATER COMPUTATION
'
3. ALL PIPE CONNECTIONS, SEAMS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR.
PIPE SHALL EXTEND 6" ABOVE NORMAL WATER LEVEL
6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
7. MANHOLE COVERS SHALL BE WATERTIGHT AND
BOLTED TO MANHOLE FRAME.
REMOVABLE
COVER
a
SEPTIC TANK DETAIL:
LOW -PROFILE, WATERTIGHT
DISTRIBUTION BOX DETAIL: NOT TO SCALE
SOIL
TEST PIT
DATA: OCTOBER 8, 2003
42"
1
6,000 GALLON H-20 LOADING
r 24'
TEST PIT �#1-
TEST
PIT --#�
EL = 3.7
NOT To SCALE
5. INLET AND OUTLET TEES TO BE CAST IRON,
N0. OF OUTLETS 11
GRD. EL. 8.7
GRD.
EL. 8.2
TEE TO BE UNDERBOX
NOTES: 1. SEPTIC TANK SHALL BE STEEL
CONCRETE.
SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
FINISHED GRADE
EST. HIGH GW. 2.5
EST. HIGH
GW. 2.5REINFORCED
OPENING 9' MIN. 36' MAX 6"
2 SEP71C TANK TO WITHSTAND H-20 LOADING
INLET AND OUTLET TEES, AND VENTS FOR U -SHAPED
EL = (-1.3)
HIGH GROUNDWATER COMPUTATION
'
3. ALL PIPE CONNECTIONS, SEAMS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR.
PIPE SHALL EXTEND 6" ABOVE NORMAL WATER LEVEL
6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
7. MANHOLE COVERS SHALL BE WATERTIGHT AND
BOLTED TO MANHOLE FRAME.
REMOVABLE
COVER
a
MEDIUMIAND
3 WALLS
4•
PW
T T
NOTES -
1. DIST. BOX TO WITHSTAND H-20 LOADING
2. PROVIDE INLET TEE OR BAFFLE WHERE
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
5Y 6%2
USING ELEVEVAl10N 2.5 NGVD
WASHED STONE (NO FINES) 2' 1
42"
1
OR TRAVELED WAY SHALL BE SCHEDULE
r 24'
60"
DUE TO PROXIMITY TO THE OCEANRAISE
M H W/
EL = 3.7
6e
« OUTLETS
11,5 .
8" I
1
3. FIRST TWO FEET OF PIPE OUT OF DIST.
AS PER BOARD OF HEALTH DIRECTOR
MEDIUM SAND
TEE TO BE UNDERBOX
TOWN OF YARMOUTH
2.5Y 4/2
1. THIS PLAN IS BASED ON AN
TO BE LAID LEVEL
EL=2.5
& MORTAR-,,.M.H.
OPENING 9' MIN. 36' MAX 6"
EL = 1.0 =
92"
EL = (-1.3)
120"
HIGH GROUNDWATER COMPUTATION
'
3. ALL PIPE CONNECTIONS, SEAMS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR.
PIPE SHALL EXTEND 6" ABOVE NORMAL WATER LEVEL
6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
7. MANHOLE COVERS SHALL BE WATERTIGHT AND
BOLTED TO MANHOLE FRAME.
REMOVABLE
COVER
a
a .
v. .v:•v.!.v:•v...;:A.::
3 WALLS
4•
PW
T T
NOTES -
1. DIST. BOX TO WITHSTAND H-20 LOADING
2. PROVIDE INLET TEE OR BAFFLE WHERE
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
BASED ON TIDAL INFLUENCE
USING ELEVEVAl10N 2.5 NGVD
WASHED STONE (NO FINES) 2' 1
6'
1
OR TRAVELED WAY SHALL BE SCHEDULE
r 24'
IN PUMPED SYSTEM.
DUE TO PROXIMITY TO THE OCEANRAISE
M H W/
24" DIA C.I. (HEAVY DUTY) BOLT ON MANHOLE
COVERS BROUGHT TO FINISH GRADE
6e
« OUTLETS
11,5 .
8" I
1
3. FIRST TWO FEET OF PIPE OUT OF DIST.
AS PER BOARD OF HEALTH DIRECTOR
SEWER BRICK
TEE TO BE UNDERBOX
TOWN OF YARMOUTH
10% (MAX) BY Wi. SHALL
1. THIS PLAN IS BASED ON AN
TO BE LAID LEVEL
PASS No. 100
& MORTAR-,,.M.H.
OPENING 9' MIN. 36' MAX 6"
da
edd y' �� tL'dA
4. ALL PIPE CONNECTIONS AND CONCRETE
IN THE DRAWINGS ARE APPROXIMATE.
A*
x � � �
COORDINATING THE PROPOSED CON-
DEPARTMENT.
4"
CONSTRUCTION SHALL BE WATERTIGHT.
INDICATES
EL 10.3 10"
17'-0"
GAL
BOTTOM ON LEVEL
STABLE BASE
6' MIN. 3/4" TO
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
v_ ESTIMATED
HIGH TIDE
16'-0"
1%j ;: t
-4
YARMOUTH ENGINEERING DEPT.
CROSS-SECTION
1 1 /2' CRUSHED
S1TkNE BASE
EXIST. TOTAL LOT AREA:
11.05± ACRES
�p PURPOSES ONLY.W--I-
p'
ORMAL WATER EVER«
3. PARKING LOT IMPROVEMENT PLAN
THE USE OF A GARBAGE GRINDER.
NITROGEN SENSITIVE
\TO BE PREPARED BY THE TOWN
G`(\
d 3 '12
INDICATES 10" s• •N>Eo 22
PRE " T
y OBSERVED CAST SEPTIC TANK _
BAFFLE WALL - INLET TEE 6'-5"
GROUND WATER C
6'-4" 7'-11" 5'-6 MIN. 30'
TLET TM
82"DOO INDICATES 10'-0 LIGXJID DEPTH 3 Fella carnRo41
PERC. 0-6„ a,80o cu IAN. 1,900 GAL MM I
120" TEST 10'-4" 5'-2" _ -t. cxs�PARiMENi m COA1PARiMENi 1
e
DAVID j.
CRISPIN
CIVIL
No. 32112
BATF; DATE: INDICATES a BOTTOM ON LEVEL STABLE BASE b a 8"I 8
10/8/03 10/8/03 12 UNSUITABLE PLAN VIEW �~,�y�+`
TEST BY- TEST BY: MATERIAL 6«1M1/23STONE CROSS-SECTION VIEW PUN VIEW
THE BSC GROUP, INC. THE BSC GROUP, INC
WITNESSED BY: WITNESSED BY: NEW PEDESTRIAN ACCESS
DAVE FLAHERTY DAVE FLAHERTYDATUM: DROP OFF TO BOARDWALK
PERC. RATE: PERC. RATE:
2 MIN./INCH �-MIN. INCH
/ VERTICAL DATUM: N.G.V.D.
- '� . � ' - ISTI BIT. CONC.
SOIL EVALUATOR SOIL EVALUATOR BENCH MARK USED: EW AGPO E AS 8
AY
• • • • •
FIELD GA W - _
CRAIG FIELD CRAIG .15
YARMOUTH MON 6
SOIL CLASS: BENCH MARK SET. • . •
• • I o
SOIL CLASS •
• I1�XISTING WOODEN
1 1 • • E I I
STAKE AND NAIL . • NEW BOLLgR�„ NOP I DECK &BLDGS--�
36 TO BE -'
L. T. A.R. S\P1 I 1 \ X
LT. A.R. S REMOVED
ELEV 12.8 C c. cH EX\ 10,5
•
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. �� PA 12 I BY TOWN
, 2X 5 I 1
11.0 I •
EDGE OF
"
I
ALE •
FILE. NOT TO SC 1
PRO I
FIRST PIPE LENGTH STNV EX. DUNE 0;5 I •
_ TO BE SET LEVELELA
F
TOP FOUNDATION FOR MIN. 2' 1, EDGE OFIRECONST
CONCRETE COVERS TO WITHIN BENCHMARK ° „ "..a. �-ERUCTED DUNE
EL
.=10.3 6" OF FINISHED GRADE. FINISH GRADE STAKE SET No! -
FINISH
•« ` •
/ EL=10.3-9.7± 6 WIDE ELEVATION 1Q0 b 955
.,; I•
BOARDWALK
4" PVC sc 12.8 NGw 1 EXIST NG' SEPTIC
1:20 MAX. SLOPE ,
e $ PV a \ LEACHING FIELD SEE DWG. SP2 \ ,•'SYSTEM` I Eb$`OF' •
SCH 40 VC SC
H K :TO �� I:Xl�T1Nl,`'LUNE
I=F J •REMOVED h X •
-H 6'x8' "° . �� 9.4 ,
I=C I=D I -G L REST LANDING RECONSTR1a�TED, DUNE I. •
�- S OUTLET ,=p ZONE 9,170±S.F.,' j I
-e- X
GREASE TANK SEPTIC TANK DIST. BOX 5' SEPARATION'. ! L�'
s.1 f
10.9d 11
�� ' ".y •
M ` X 8,904
` / •
GH GRWNDWALTER
IFST. HI
0,36 8.8 VT£II'C7Jo
giJ-
INVERT ELEVATIONS: ,-'� _.oft
=-' a- ;
TOP OF SLAB FINISHED FLOOR 11.0 A
/ \
9.45 B PRNN
C0� ROk/I�q \\ f"- UI a _ .stf6 x
4" INVERT AT BUILDING 3�
»L
It
4" INVERT AT GREASE TRAP (IN) 9.25 C �qS SfO T�qs o \ ,�x
4" INVERT AT GREASE TRAP (OUT) 9.00 D GgS�NF \� ""K� ',r 0
4" INVERT AT SEPTIC TANK (IN) 8.95 E �0 �\NE�� 1 ~ " 0 5� o 0
4" INVERT AT SEPTIC TANK (OUT) 8.70 F F c
R DRP1N 0
�' " \ 9 g 5 1500 •GAL,T
4" INVERT AT DIST. BOX (IN) 8.61 G X�'.giE '\ \ ` .. f. a �b GRl AtL' TRAP ) `1-
4" INVERT AT DIST. BOX (OUT) 8.44 H 196 S-=
REFUSE
CONTAINER
LOCATIONS
F \
BUFFER T��-,
INVERTS AT LEACHING FACILITY: ZONE A11 EX. BLDG. # �O z10.5J
4" INVERT AT BEGINNING (EL, 1 O) & BOARDWALK �P
\ 11 W •
OF LEACHING FIELD 8.24 J BREAKOUT 8.74 TO BEREMOVED PROPOSED
4 INVERT AT END \\ \` BATH HODS EXISTING DUNE •
" BY TOWN -- 1
8 0 K (N.I.C.) \ SURF F.F. = 11. 71481 ±S.F.
LEACHING FIELD DETAIL: NOT TO SCALE
L:
36" MAX .COVER
FINISHED GRADE
CAP ENDS
e PVC --
VC • •'' a • _ •�4' F 40�/C $�005'7� `
16' IEPT"
/ea oa sa sae sa e4 ea ea,�o♦ea ea�ae oa�a dao p 1
LEVEL BOTTOM
48'
PROFILE
3-i KkXD M
2% MIN. FINISH GRADE
36' MAX. - 12" MIN. COVER
r 4' MIN. LOAM & SEED
6•ekd o j 1;a' ;�u ifd 9 e 'r;�`ia° L2' MIN. OF 1/8' TO I
1/2' WASHED STONE
NO. DATE DESCRIPTION
PROPOSED
GENERAL NOTES:
x 44'
3/4" TO 1-1/2" DOUBLE
,W
RESERVE AREA
1900 GPD 0,74
INVERTS AT LEACHING FACILITY: ZONE A11 EX. BLDG. # �O z10.5J
4" INVERT AT BEGINNING (EL, 1 O) & BOARDWALK �P
\ 11 W •
OF LEACHING FIELD 8.24 J BREAKOUT 8.74 TO BEREMOVED PROPOSED
4 INVERT AT END \\ \` BATH HODS EXISTING DUNE •
" BY TOWN -- 1
8 0 K (N.I.C.) \ SURF F.F. = 11. 71481 ±S.F.
LEACHING FIELD DETAIL: NOT TO SCALE
L:
36" MAX .COVER
FINISHED GRADE
CAP ENDS
e PVC --
VC • •'' a • _ •�4' F 40�/C $�005'7� `
16' IEPT"
/ea oa sa sae sa e4 ea ea,�o♦ea ea�ae oa�a dao p 1
LEVEL BOTTOM
48'
PROFILE
3-i KkXD M
2% MIN. FINISH GRADE
36' MAX. - 12" MIN. COVER
r 4' MIN. LOAM & SEED
6•ekd o j 1;a' ;�u ifd 9 e 'r;�`ia° L2' MIN. OF 1/8' TO I
1/2' WASHED STONE
I SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
1900 GPD + 0.74 GPD/SF = 2568 S.F.
ELECTRICAL SERVICE
EXISTING PAVED
PARKING AREA _�-
PROPOSED 1.548 S.F. \
BATHHOUSE BLDG.
TOP OF SLAB ELEi.11\
OF LEACHING FIELD
.BOARD • -----�
ELEVATION AT BOTTOM FREESTANDING \1 \ WASH
7ARE
.5 L A 30' HIGH FIBERG
OF LEACHING FIELD SHOWER PEDESTAL \
ADJUSTED GROUNDWATER 2.5 M AND SLAB \ \\ FLAGPOLE
X 9,2 \ CONCRETE PATIO
- _ \ \ H/C CURB CUT /
VARIANCES REQUESTED: 979
NONE12.0 \\ AMP • SLOPED CURB /
- . \ \ \ \ 6«HIGH � \ � � 10.
X. 9, \- \ PRECAST CONC. CURB i
GREASE TRAP DETAIL: ,,500 GALLON H-10 WATERTIGHT \ ` \\ \ ` `\ \ \' 5'-0" WIDE \ `,
X 11,5 • 10 DIA.a 48 'HIGH \ \ \ \ CONC. WALK
NOT TO SCALE ZONE B \ ®1\Q'-0 +t/- O.C. \ %44-0
NOTES: 6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS : \\ CON\C. B(JLLARDS TY�\
1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. OF 310 CMR 15.230 AND MAINTAINED IN / /
ACCORDANCE WITH 310 CMR 15.351. • 6'-0" WIDE OVERSIZED
2.) GREASE TRAP SHALL WITHSTAND H-10 LOADING. = CONC. W PAR G N/C CURB CUT
7.) INLET AND OUTLET TEES TO BE PROPERLY D • ARE TO E RELOCATED
3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE SUPPORTED WITH HANGERS AND/OR STRAPS. aY N • EX VAT AN p PARKING AREA
CONSTRUCTION SHALL BE WATERTIGHT. 8,) MANHOLE COVERS SHALL BE WATERTIGHT tf No.38039 12.8 X / r • RE RADE FOR r Q
4.) INLET AND OUTLET TEES TO BE CAST IRON OR AND BOLTED TO MANHOLE FRAME. �� N D AINA PU w
SCHED. 40 PVC AND TEES TO BE ACCESSIBLE
NO. DATE DESCRIPTION
e
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
3/4" TO 1-1/2" DOUBLE
71
1900 GPD 0,74
SF/GPD = 2568 S.F.
WASHED STONE (NO FINES) 2' 1
6'
FIELDS
OR TRAVELED WAY SHALL BE SCHEDULE
B❑TT❑M = 28'
TYP
LOCATED WITHIN 150 FT. OF THE
1344 S.F. x 2 FIELDS = 2688 S.F.
ANY KNOWN WELLS PROPOSED WITHIN
CROSS-SECTION
SF/GPD = 1989 GPD
ALL TOPSOIL, SUBSOIL AND OTHER
LOCUS
INFORMATION
OR OTHER CLEAN GRANULAR SOILS
NOTES:
TOWN OF YARMOUTH
10% (MAX) BY Wi. SHALL
1. THIS PLAN IS BASED ON AN
DEED BOOK 1153, PAGE 130
PASS No. 100
EXISTING CONDITIONS PLAN
DESIGN CRITERIA:
UNIFORMITY COEFFICIENT 0 No. 4
PREPARED BY THE TOWN OF
26
IN THE DRAWINGS ARE APPROXIMATE.
YARMOUTH ENGINEERING
DESIGN FLOW:
COORDINATING THE PROPOSED CON-
DEPARTMENT.
RS -40
COMPANY AND MAINTAINING THE
2. SEPTIC DESIGN PREPARED BY BSC
CONCESSION STAND 1000
GAL
ALL OTHER SITE DESIGN SHOWN
PUBLIC PARK TOILET = 5
PGD/P
PREPARED BY THE TOWN OF
REAR 20'
ARE SHOWN. LOCATIONS AND
YARMOUTH ENGINEERING DEPT.
180 x 5 = 900 GPD
AND IS SHOWN FOR INFORMATION
EXIST. TOTAL LOT AREA:
11.05± ACRES
�p PURPOSES ONLY.W--I-
p'
DAILY FLOW = 1900 GPD
3. PARKING LOT IMPROVEMENT PLAN
THE USE OF A GARBAGE GRINDER.
NITROGEN SENSITIVE
\TO BE PREPARED BY THE TOWN
G`(\
ADVERSE IMPACTS TO THE LEACHING
ZONE:
OF YARMOUTH ENGINEERING DEPT.
THE CONTRACTOR PRIOR TO CONSTRUCTION
FEMA FLOOD
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
ZONE DISTRICT:
"B" AND "A-11" 7/2/1992
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
PANEL #250015 0006 D
508 778 8919
REQUIRED SEPTIC TANK:
SEWAGE DISPOSAL
SYSTEM DESIGN
�p
BATHHOUSE
#220
SOUTH STREET
So. I YARMOUTH
MASSACHUSETTS
1900 X 200% (1st COMP.)
3800 GAL.
�G
2
1900 X 100% (2nd COMP.)
1900 GAL.
YARMOUTHPORT, MA
02675
SEPTIC TANK REQUIRED
5700 GAL.
COMP. DESIGN: K. HEALY
SEPTIC TANK PROVIDED:
6000 GAL.
I SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
1900 GPD + 0.74 GPD/SF = 2568 S.F.
ELECTRICAL SERVICE
EXISTING PAVED
PARKING AREA _�-
PROPOSED 1.548 S.F. \
BATHHOUSE BLDG.
TOP OF SLAB ELEi.11\
OF LEACHING FIELD
.BOARD • -----�
ELEVATION AT BOTTOM FREESTANDING \1 \ WASH
7ARE
.5 L A 30' HIGH FIBERG
OF LEACHING FIELD SHOWER PEDESTAL \
ADJUSTED GROUNDWATER 2.5 M AND SLAB \ \\ FLAGPOLE
X 9,2 \ CONCRETE PATIO
- _ \ \ H/C CURB CUT /
VARIANCES REQUESTED: 979
NONE12.0 \\ AMP • SLOPED CURB /
- . \ \ \ \ 6«HIGH � \ � � 10.
X. 9, \- \ PRECAST CONC. CURB i
GREASE TRAP DETAIL: ,,500 GALLON H-10 WATERTIGHT \ ` \\ \ ` `\ \ \' 5'-0" WIDE \ `,
X 11,5 • 10 DIA.a 48 'HIGH \ \ \ \ CONC. WALK
NOT TO SCALE ZONE B \ ®1\Q'-0 +t/- O.C. \ %44-0
NOTES: 6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS : \\ CON\C. B(JLLARDS TY�\
1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. OF 310 CMR 15.230 AND MAINTAINED IN / /
ACCORDANCE WITH 310 CMR 15.351. • 6'-0" WIDE OVERSIZED
2.) GREASE TRAP SHALL WITHSTAND H-10 LOADING. = CONC. W PAR G N/C CURB CUT
7.) INLET AND OUTLET TEES TO BE PROPERLY D • ARE TO E RELOCATED
3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE SUPPORTED WITH HANGERS AND/OR STRAPS. aY N • EX VAT AN p PARKING AREA
CONSTRUCTION SHALL BE WATERTIGHT. 8,) MANHOLE COVERS SHALL BE WATERTIGHT tf No.38039 12.8 X / r • RE RADE FOR r Q
4.) INLET AND OUTLET TEES TO BE CAST IRON OR AND BOLTED TO MANHOLE FRAME. �� N D AINA PU w
SCHED. 40 PVC AND TEES TO BE ACCESSIBLE
LOCUS PLAN: SCALE: 1" = 2000'
�a
UNDER MANHOLE COVER. up l/ /
IF ��/� / ZONE A11 M
5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 9" MIN. 3- 24" CAST IRON BOLT ON MANHOLE COVERS LL 3 - 6F DIA. 6FT EEP \
COVER WITH FRAMES f L�% _'GQ03 WOOD RETAINING ` / 0 GA) CA CHBA IN WI a (EL. 11) DAMS BEACH
WALL • ELEV N. F AMES AND RATES a o- - ZONE A11
10'-6' --i 12" 1 • INSTALL 15 LEACHING GALLEYS I (EL. 10)
40` OUTLET
"o• WITH 2 FT OF STONE ON SIDES ZONE B _ .. - • �� LIGHT
10'-0" r+ 3" 122 X X 13.7 • / AND 6 IN OF STONE UNDERNEATH LOCUS
MIN. I. / '
act
5'-1" •
5'-8" - O 0I C
4'-6" INLET TEE T PLAN VIEW • 1 PARKERS RIVER
T TEE\3 - 24" DIAMETER COVERS 12" MAX • 9 • eRDi R IL • • • • • • BEACH Z
M SCALE: 1 = 20 FEET C pRO�OS�D GU -
v
6" CRUSHED ONE 0 10 20 40 FT. • • OURE • • • • • • • • • NANTUCKET SOUND O N
PLAN VIEW ON COMPACTED, LEVEL CROSS-SECTION HAY -BALES RELOCA���
AND TRUE TO GRADE • • • • • • • • • • • • • 14.2 XNE HANDICAP SI
STABLE BASE • • )d5.3
WOOD RETAINING WALL
f
r .11
I DATEe�i/-�Q-Q
REVISIONS
NO. DATE DESCRIPTION
FACILITY PROVIDED:
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
SIZE OF LEACHING
DISPOSAL FACIUTY ONLY.
1900 GPD 0,74
SF/GPD = 2568 S.F.
D.E.P TITLE 5 AND LOCAL BOARD
USE 2 LEACHING
FIELDS
OR TRAVELED WAY SHALL BE SCHEDULE
B❑TT❑M = 28'
x 48' = 1344 S.F
LOCATED WITHIN 150 FT. OF THE
1344 S.F. x 2 FIELDS = 2688 S.F.
ANY KNOWN WELLS PROPOSED WITHIN
2688 S.F X 0,74
SF/GPD = 1989 GPD
ALL TOPSOIL, SUBSOIL AND OTHER
LOCUS
INFORMATION
OR OTHER CLEAN GRANULAR SOILS
CURRENT OWNER:
TOWN OF YARMOUTH
10% (MAX) BY Wi. SHALL
TITLE REFERENCE:
DEED BOOK 1153, PAGE 130
PASS No. 100
PLAN REFERENCE:
PLAN BOOK 169, PAGE 27
UNIFORMITY COEFFICIENT 0 No. 4
ASSESSORS MAP:
26
IN THE DRAWINGS ARE APPROXIMATE.
PARCEL:
116
COORDINATING THE PROPOSED CON-
ZONING DISTRICT-
RS -40
COMPANY AND MAINTAINING THE
SETBACKS:
FRONT 30'
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
SIDE 20'
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
REAR 20'
ARE SHOWN. LOCATIONS AND
MINIMUM LOT SIZE:
40,000± S.F.
CONTRACTOR SHALL VERIFY SIZE,
EXIST. TOTAL LOT AREA:
11.05± ACRES
TO THE START OF CONSTRUCTION.
OVERLAY DISTRICT:
NONE
THE USE OF A GARBAGE GRINDER.
NITROGEN SENSITIVE
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
ZONE:
NOT A ZONE II
THE CONTRACTOR PRIOR TO CONSTRUCTION
FEMA FLOOD
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
ZONE DISTRICT:
"B" AND "A-11" 7/2/1992
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
PANEL #250015 0006 D
LOCUS PLAN: SCALE: 1" = 2000'
�a
UNDER MANHOLE COVER. up l/ /
IF ��/� / ZONE A11 M
5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 9" MIN. 3- 24" CAST IRON BOLT ON MANHOLE COVERS LL 3 - 6F DIA. 6FT EEP \
COVER WITH FRAMES f L�% _'GQ03 WOOD RETAINING ` / 0 GA) CA CHBA IN WI a (EL. 11) DAMS BEACH
WALL • ELEV N. F AMES AND RATES a o- - ZONE A11
10'-6' --i 12" 1 • INSTALL 15 LEACHING GALLEYS I (EL. 10)
40` OUTLET
"o• WITH 2 FT OF STONE ON SIDES ZONE B _ .. - • �� LIGHT
10'-0" r+ 3" 122 X X 13.7 • / AND 6 IN OF STONE UNDERNEATH LOCUS
MIN. I. / '
act
5'-1" •
5'-8" - O 0I C
4'-6" INLET TEE T PLAN VIEW • 1 PARKERS RIVER
T TEE\3 - 24" DIAMETER COVERS 12" MAX • 9 • eRDi R IL • • • • • • BEACH Z
M SCALE: 1 = 20 FEET C pRO�OS�D GU -
v
6" CRUSHED ONE 0 10 20 40 FT. • • OURE • • • • • • • • • NANTUCKET SOUND O N
PLAN VIEW ON COMPACTED, LEVEL CROSS-SECTION HAY -BALES RELOCA���
AND TRUE TO GRADE • • • • • • • • • • • • • 14.2 XNE HANDICAP SI
STABLE BASE • • )d5.3
WOOD RETAINING WALL
f
r .11
I DATEe�i/-�Q-Q
REVISIONS
NO. DATE DESCRIPTION
1. 11/19/03 TOWN DRAINAGE
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACIUTY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY Wi. SHALL
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </-6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPUCABLE UTIUTY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
U71UTIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. EXI.ING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
BSC GROUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
BASS RIVER
BATHHOUSE
#220
SOUTH STREET
So. I YARMOUTH
MASSACHUSETTS
PREPARED FOR:
Mr. RICK FENUCCIO
BROWN, LINDQUIST, FENUCCIO
& RABER ARCHITECTS, INC.
923 MAIN STREET, ROUTE 6A
YARMOUTHPORT, MA
02675
(508) 362-8382
DATE: OCTOBER 30, 2003
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: TOWN OF YARMOUTH
FILE NO. 8612-SEP.DWG
DWG NO. 5482-01
SHEET 1 OF 1
JOB NO. 4-861