HomeMy WebLinkAbout62 Highbank Road Site DetailsA GARBAGE GRINDER
DESIGN GALGULATIONS
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DESIGN FLaW:
FROM 310 CMR 15.00 TITLE V 5203
4" PERFORATED PVC
'FACTORY OR INDUSTRIAL PLANT"
MIK 2" OF 1/8" TO 1/2"
USE 15 GALLONS / DAY / PERSON
0 oc on
o0
19 (PARKING SPACES) X 15 GPD / PERSON
WASHED STONE
= 285 GALLONS / DAY,
.o0a
TOTAL DESIGN FLOW = 285 GPD
A
SEPTIC TANK
0000
2009. X DESIGN FLOW = 510 GPD
VENT LOCATION (SEE BELOW
SEPTIC TANK TO BE 1,500 GALLON MINIMUM LIQUID
t
CAPACITY.
t
SIZE OF LEACHING FACILITY
WASHED STONE
PER: RATE _ < 2 MI P.1.
-
MATERIAL CLASS I
a
LIAR = 0.14 GPD/5F,
-
REQUIRED LEACHING AREA - 385 SF.
FRIABLE
NUMBER OF TRENCHES = 2
B
EFFECTIVE WIDTH = 2 FEET
12! 30
EFFECTIVE DEPTH = 2 FEET
LOA" ;' SAND
LENGTH 35 FEET
-
SIDE WALL AREA
LOOSE, SINGLE GRAIN
("TR--NCHESX*51DE5XDEPTHXLENGTH)
CI
f 2 X 2 X 2 X 35 )= 280 S.F.
25YR6/6
BOTTOM AREA
C2
f�TR='NCHESXLENGTHXWIDTH)
121-144
C 2 X 35 Y. 2 ) = 140 5F.
COURSE SAND
END WALL AREA
I
(0 TRENCHESXLENGTHXWIDTH)
V. LOOSE, SINGLE GR41N
C 2 X 2 X 2)-85F.
93.0
TOTAL AREA PROVIDED = 428 SF.
= 48"
CAPACI?Y O^ LEACHING AREA
DE 985
PROVIDED = TOTAL AREA) (LTAR)
DEPTH TO GROUNDWATER > 144"
a
( 428 ) ( 0.14) = 311 GPD
RATE
REQUIRED SOIL ABSORPTION SYSTEWM CAPACITY = 265 GPD
DATE: 8-24-99
SYSTEM IS NOT DESIGNED TO HANDLE
A GARBAGE GRINDER
CROSS SECTION A—A
NOT TO SCALE
4" RETURN BEND
SCHEDULE 40 PVC
VENT DETAIL
NOT TO SCALE
12" MIK 36" MAX
67AXLE65
STEEL
SCREEN
FINI5 ED GRADE
FINISH GRADE
9900 (PAVEMENT)
6"PVC e0.02
NV= 9615
FOUNDATION
1 FOOitR
VS^ TO I/2"
DOUBLE WASHED NOTES 4 SFECIPICATIONS
STONE (Tl'P)
I.- ELEVATIONS REFER NGVD,
4^ SCHED. 40 PVC 2-- PERCOLATION TESTS PER FOR1ED IN ACCORDANCE WITH TH INSTRUCTIONS IN
PERFORATED PIPE FINISHED GRADE TITLE V OF THE MASSACHUSETTS STATE ENVIRONMENTAL E,
3.- ALL CONSTRUCTION TO CONFORM TO TITLE V OF THE MASSA_HUSETTS STATE ENVIRONMENTAL
a d CODE, AND THE BOARD OF HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH,
4.- SEPTIC SYSTEM DESIGN DOES NOT INCLUDE A GARBAGE GRI ER
F_ r 5.- ALL TOPSOIL, SUBSOIL, AND DELETERIOUS MATERIAL MUST EE EXCAVATED AND
REMOVED BELOW THE LEACHING AREA.
T-08 L" 2,-0, UDE 6.- ALL SEWER AND D15TRIBUTION LINES SHALL BE CONSTRJCTEI� OF SCHEDULE 40 PVC PIPE -
(ASTM 211 ALL JOlrlt5 SHALL BE WATERTIGHT.
RESERVE AREA RESERVE AREA
I.- IN CASES WHERE LEDGE OR BOULDERS ARE PRE5ENT, GS5 A. HiTEGTS, INC. WILL NOT BE
RESPONSIBLE FOR ASSURING THE AMOUNT CF ROCK 70 BE ENCCLNTEt;zED.
L J L 8.- HEAVY MACHINERY SHALL NOT BE nWITED TO PASS OVER THE LEACHING FIELD
DURING CONST}zUC TION
9.- NO PERMANENT STRUCTURE MAY BE CONSTRUCTED OVER THLEACHIN3 FACILITY.
PRIMARY PRIMARY
3/41 to I^ IR" 10.- THERE ARE NO KNOWIN PUBLIC WATER SUPPLY WELLS WITHIN 10 FEET OF THE PROPOSED
DOUBLE QED LEACHING FACILMY.
STONE (TYP)
LEACHING TRENCHES CROSS SECTION A—A u- FOUNDATION DRAINS AND ANY OTHER SUBSURFACE DRAINS T BE LOCATED
A MINIMUM',OF 25 FEET FROM Ti LEACHING FACILITY. (50 FtEj IF DOWN GRADIENT)
NOT TO SCALE 12.- NO CHANGES ARE TO BE MADE IN THE FIELD WITHOUT THE APPROVAL OF THE
YARMOUTH BOARD OF HEALTH AND THE DESIGN ENGINEER
HEAVY DUTY FRAME AND HEAVT" DJTY FRAME 4\-D
COVER LEBARON L4 -20(o COVER LEBARON LA -206 13.- THE INTENT OF THIS DESIGN IS TO MEET STATE AND LOCAL REQUIREMENTS.
OR APPROVED EQUAL OR APPROVED EQUAL C65 ARCHITECTS DOES NOT GUARANTY THAT THE SY57EM WILL BE INSTALLED
ELEV. + WAO ELEV. = 93.40 A5 DESIGNED NOR DOES IT GUARANTY THE OPERATION OF THE SYSTEM.
MIK 2' C IIB" -1/2" 4 PERFORATED PVC
MIK 12" COVERL'-4_`4'-D STONE 1.4- CONTRACTOR 70 VERIFY LOCATION OF WATER SERVICES.
4"PYC e 5=0.01 SEE SITE PLAN i�//---- FINISH GRADE ELEV. XXXX 15.- THE TOP OF ALL SYSTEM COMPONENTS; O" THE SOIL ABSORF ION TRENCHES SHALL BE
FOR G-RA.')'Nr L4'.'OUT IN _
El
STALED NO MORt THAN 36 INCHES BELOW FINISHED GRADE.
16: TOPOGR4PHIC AND PROPERY LINE SURVEY IS THE RESULT OF AN ON TI -E GRDLND 5'UR\/=-Y
ENDS OF LEACHING TRENCHES CONDUCTED BY AABERG ASSOCIATES.
94 SHALL BE CONNECTED WITH
a
SOWED. 40
-VC SOLID WALL 17: WATER SJ?PLY LIN=S SHALL BE A MINIMUM OF 10 FEET FROM �L SYSTEM COMPONENTS.
PIPE. SEE UTILITY PLAN FOR
18- ALL FILL MA7
I I '0 o , 0 0 � o _ o VEhT LOCATION. SEE BELOW ERIAL USED IN THE LEACHING AREA MUST MEET TITLE V SECTION 6255(3)
00 0 000 0 o0 5 P2l"r °00 ° °00' FOR DETAIL REQUIREMENTS. ALL FILL AREAS MUST BE MECHANICALLY COM=ACTM IN 12 INCH LIFTS.
r 000°000°• 0000°00
000 0 000 0 0 0 0 °° 19.- ALL AREAS THAT ARE DISTJR3ED BY CONSTRUCTION AND NO DESIGNATED FOR OTHER
6" 54FFLE � I ° ° ° ° o_,)'1,)0 ° .92.93 TREATMENT SHALL BE LOAMED AND SEEDED. A MINIMUM OF 4'INCHES OF LOAM
SHALL BE USED.
I�
LTO 1/1/2" WASHED 5' yRE 20- SEEDED SLOPES 3:1 SHALL BE PROTECTED AGAINST EROSION WITH EROSION CONTROL
VARIED DEP74'SEE SEC -ICN) { MQ1 BLANKETS INSTALLED AND STAPLED ACCORDING-. TO MANUFACTURER'S RECOMMENDA7IONS
°° ° ° o °oo° °° °°°°°°°°°0O° °°°° 21.- ALL DRI V:m AY AND VEHICLE ACCE55 AND PARKING AREA EXCAVATIONS SHALL BE
- - - _ 1r 1I COMPLETELY CLOSED A7 THE END D= EACH WORKIN'3 DAY B .BACKFILLING OR COVERING
pll 11 II�� ��II�IIII llil 1 I II1111111 II�ItI IIIiI Till t 1 T /��I
",500 GA. SEP 7,G,?A"D< �I 1� 1 II � D I S I R I BU T I O\ 5OX y 9. WITH STEEL PLATES.
R070ND0 STSX10-15 OR EQUl'' 111111 IJlgl i' ROTONDO 05-11 OR EQJAL
INV= 95 I5 INV. IN= 9530
INV. OUT = 9550 INV. OUT= 95,13 1.- PRE- .97 G^NCR 7 SEPTIC TANK AND DISTRIBUTION BOX DEEP OBSERVATION HOLE L
12" GOMPA✓TED GR SHS SWALL BE CAPA5_E O= 07H57ANDING H-20 LOADING
STONE BAS= iGRO U 'AT 2 NOT ENC , N ERED `D NO SOIL MOTTLE$ TEST PIT 01
SEPTIC SYSTEM PROFILE
NOT TO SCALE
ENLARGED FUELING AREA
NOT TO SCALE
ITT
AG!-REG_^7E SLIALL
CC" n -OR l 7O
310 CMR 5.241
AGGREGATE SHALL
OMi
CrORM 70
310 CMR 5241
THORO YNLY fOM-..
PACTED �cS . GROJNDJ" - R DEP7H 15 GRATER THAN A 1
E_0- BO`7L O= -E `� e•-5
5UBGRADE _
COMPAC7ED GRAVEL
-I -iI 1-i I==
��_�i'�,-1.J
1/8" TO I/<' DOUBLE
WASHED STONE
4" SHED. 40 LA c. ^ I
314" 70 1 Vi"
WAS'' =_D STONE
eS=Pi.TiL7
G-'<OUNDWATER
PROFILE TYPICAL LEACHING TRENCH
NOT TO SCALE
6' VC CHAIN LINK
FENCE WA' BARBED
WIRE,
inns -,r 1 r" MIN
A
FINISH GRADE
36" MAX
2"
24" ELECTIVE
1 i ILII I FA Ilz:iIL�
U IIIEd
4" PERFORATED PVC
`CTL
MIK 2" OF 1/8" TO 1/2"
501'_ COLOR
0 oc on
o0
SHALL BE CONNECTED WITH
WASHED STONE
HOR'ZG
.o0a
�r
A
,
CONS;57EN'-v Y
0000
e
VENT LOCATION (SEE BELOW
INCHES
°°
% GRAVEL
3/4" TO 11/2"
y
WASHED STONE
48" MIN
CROSS SECTION A—A
NOT TO SCALE
4" RETURN BEND
SCHEDULE 40 PVC
VENT DETAIL
NOT TO SCALE
12" MIK 36" MAX
67AXLE65
STEEL
SCREEN
FINI5 ED GRADE
FINISH GRADE
9900 (PAVEMENT)
6"PVC e0.02
NV= 9615
FOUNDATION
1 FOOitR
VS^ TO I/2"
DOUBLE WASHED NOTES 4 SFECIPICATIONS
STONE (Tl'P)
I.- ELEVATIONS REFER NGVD,
4^ SCHED. 40 PVC 2-- PERCOLATION TESTS PER FOR1ED IN ACCORDANCE WITH TH INSTRUCTIONS IN
PERFORATED PIPE FINISHED GRADE TITLE V OF THE MASSACHUSETTS STATE ENVIRONMENTAL E,
3.- ALL CONSTRUCTION TO CONFORM TO TITLE V OF THE MASSA_HUSETTS STATE ENVIRONMENTAL
a d CODE, AND THE BOARD OF HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH,
4.- SEPTIC SYSTEM DESIGN DOES NOT INCLUDE A GARBAGE GRI ER
F_ r 5.- ALL TOPSOIL, SUBSOIL, AND DELETERIOUS MATERIAL MUST EE EXCAVATED AND
REMOVED BELOW THE LEACHING AREA.
T-08 L" 2,-0, UDE 6.- ALL SEWER AND D15TRIBUTION LINES SHALL BE CONSTRJCTEI� OF SCHEDULE 40 PVC PIPE -
(ASTM 211 ALL JOlrlt5 SHALL BE WATERTIGHT.
RESERVE AREA RESERVE AREA
I.- IN CASES WHERE LEDGE OR BOULDERS ARE PRE5ENT, GS5 A. HiTEGTS, INC. WILL NOT BE
RESPONSIBLE FOR ASSURING THE AMOUNT CF ROCK 70 BE ENCCLNTEt;zED.
L J L 8.- HEAVY MACHINERY SHALL NOT BE nWITED TO PASS OVER THE LEACHING FIELD
DURING CONST}zUC TION
9.- NO PERMANENT STRUCTURE MAY BE CONSTRUCTED OVER THLEACHIN3 FACILITY.
PRIMARY PRIMARY
3/41 to I^ IR" 10.- THERE ARE NO KNOWIN PUBLIC WATER SUPPLY WELLS WITHIN 10 FEET OF THE PROPOSED
DOUBLE QED LEACHING FACILMY.
STONE (TYP)
LEACHING TRENCHES CROSS SECTION A—A u- FOUNDATION DRAINS AND ANY OTHER SUBSURFACE DRAINS T BE LOCATED
A MINIMUM',OF 25 FEET FROM Ti LEACHING FACILITY. (50 FtEj IF DOWN GRADIENT)
NOT TO SCALE 12.- NO CHANGES ARE TO BE MADE IN THE FIELD WITHOUT THE APPROVAL OF THE
YARMOUTH BOARD OF HEALTH AND THE DESIGN ENGINEER
HEAVY DUTY FRAME AND HEAVT" DJTY FRAME 4\-D
COVER LEBARON L4 -20(o COVER LEBARON LA -206 13.- THE INTENT OF THIS DESIGN IS TO MEET STATE AND LOCAL REQUIREMENTS.
OR APPROVED EQUAL OR APPROVED EQUAL C65 ARCHITECTS DOES NOT GUARANTY THAT THE SY57EM WILL BE INSTALLED
ELEV. + WAO ELEV. = 93.40 A5 DESIGNED NOR DOES IT GUARANTY THE OPERATION OF THE SYSTEM.
MIK 2' C IIB" -1/2" 4 PERFORATED PVC
MIK 12" COVERL'-4_`4'-D STONE 1.4- CONTRACTOR 70 VERIFY LOCATION OF WATER SERVICES.
4"PYC e 5=0.01 SEE SITE PLAN i�//---- FINISH GRADE ELEV. XXXX 15.- THE TOP OF ALL SYSTEM COMPONENTS; O" THE SOIL ABSORF ION TRENCHES SHALL BE
FOR G-RA.')'Nr L4'.'OUT IN _
El
STALED NO MORt THAN 36 INCHES BELOW FINISHED GRADE.
16: TOPOGR4PHIC AND PROPERY LINE SURVEY IS THE RESULT OF AN ON TI -E GRDLND 5'UR\/=-Y
ENDS OF LEACHING TRENCHES CONDUCTED BY AABERG ASSOCIATES.
94 SHALL BE CONNECTED WITH
a
SOWED. 40
-VC SOLID WALL 17: WATER SJ?PLY LIN=S SHALL BE A MINIMUM OF 10 FEET FROM �L SYSTEM COMPONENTS.
PIPE. SEE UTILITY PLAN FOR
18- ALL FILL MA7
I I '0 o , 0 0 � o _ o VEhT LOCATION. SEE BELOW ERIAL USED IN THE LEACHING AREA MUST MEET TITLE V SECTION 6255(3)
00 0 000 0 o0 5 P2l"r °00 ° °00' FOR DETAIL REQUIREMENTS. ALL FILL AREAS MUST BE MECHANICALLY COM=ACTM IN 12 INCH LIFTS.
r 000°000°• 0000°00
000 0 000 0 0 0 0 °° 19.- ALL AREAS THAT ARE DISTJR3ED BY CONSTRUCTION AND NO DESIGNATED FOR OTHER
6" 54FFLE � I ° ° ° ° o_,)'1,)0 ° .92.93 TREATMENT SHALL BE LOAMED AND SEEDED. A MINIMUM OF 4'INCHES OF LOAM
SHALL BE USED.
I�
LTO 1/1/2" WASHED 5' yRE 20- SEEDED SLOPES 3:1 SHALL BE PROTECTED AGAINST EROSION WITH EROSION CONTROL
VARIED DEP74'SEE SEC -ICN) { MQ1 BLANKETS INSTALLED AND STAPLED ACCORDING-. TO MANUFACTURER'S RECOMMENDA7IONS
°° ° ° o °oo° °° °°°°°°°°°0O° °°°° 21.- ALL DRI V:m AY AND VEHICLE ACCE55 AND PARKING AREA EXCAVATIONS SHALL BE
- - - _ 1r 1I COMPLETELY CLOSED A7 THE END D= EACH WORKIN'3 DAY B .BACKFILLING OR COVERING
pll 11 II�� ��II�IIII llil 1 I II1111111 II�ItI IIIiI Till t 1 T /��I
",500 GA. SEP 7,G,?A"D< �I 1� 1 II � D I S I R I BU T I O\ 5OX y 9. WITH STEEL PLATES.
R070ND0 STSX10-15 OR EQUl'' 111111 IJlgl i' ROTONDO 05-11 OR EQJAL
INV= 95 I5 INV. IN= 9530
INV. OUT = 9550 INV. OUT= 95,13 1.- PRE- .97 G^NCR 7 SEPTIC TANK AND DISTRIBUTION BOX DEEP OBSERVATION HOLE L
12" GOMPA✓TED GR SHS SWALL BE CAPA5_E O= 07H57ANDING H-20 LOADING
STONE BAS= iGRO U 'AT 2 NOT ENC , N ERED `D NO SOIL MOTTLE$ TEST PIT 01
SEPTIC SYSTEM PROFILE
NOT TO SCALE
ENLARGED FUELING AREA
NOT TO SCALE
ITT
AG!-REG_^7E SLIALL
CC" n -OR l 7O
310 CMR 5.241
AGGREGATE SHALL
OMi
CrORM 70
310 CMR 5241
THORO YNLY fOM-..
PACTED �cS . GROJNDJ" - R DEP7H 15 GRATER THAN A 1
E_0- BO`7L O= -E `� e•-5
5UBGRADE _
COMPAC7ED GRAVEL
-I -iI 1-i I==
��_�i'�,-1.J
1/8" TO I/<' DOUBLE
WASHED STONE
4" SHED. 40 LA c. ^ I
314" 70 1 Vi"
WAS'' =_D STONE
eS=Pi.TiL7
G-'<OUNDWATER
PROFILE TYPICAL LEACHING TRENCH
NOT TO SCALE
6' VC CHAIN LINK
FENCE WA' BARBED
WIRE,
inns -,r 1 r" MIN
A
BOARD OF HEALTH REPRESENTATIVE: KELDA WALiH
36" MAX
2"
24" ELECTIVE
ENDS OF LEACHING TRENCHES
OTHER (STRUCTJ?^c'
OTHER (STRUCTURE
`CTL
53L TEXTUS
501'_ COLOR
DEPTH
SHALL BE CONNECTED WITH
S R ' E
HOR'ZG
(aDA)
SCHED 40 PVC SOLID WALL
PIPE. SEE UTILITY PLAN FOR
A
,
CONS;57EN'-v Y
INCH S
6' VC CHAIN LINK
VENT LOCATION (SEE BELOW
INCHES
% GRAVEL
FOR DETAIL)
ate.
SANDY LOAM
48" MIN
-
04 6 12" O.C. EACH 2,000 GAL QST
WAY, EACH FACE (i)W0 GAL (,AS)
(TYP 6 WALLS (1000 GAL DIES =_L)
e
CONT. 2"X3" KEY
(CENTER ON WALL)
d /
_7 1,..
12" THICK 2'-4 29/32" .
CONCRETE SAB
FUELING AREA CROSS SECTION A — A
NOT TO SCALE
D "4
BOARD OF HEALTH REPRESENTATIVE: KELDA WALiH
SOIL
EVALUATOR: PAUL A. BROGNA, PE - GALE 45OCIATE5,
OTHER (STRUCTJ?^c'
OTHER (STRUCTURE
`CTL
53L TEXTUS
501'_ COLOR
SOIL
STONES, BO ULDE42
S R ' E
HOR'ZG
(aDA)
(..UNS LL)
I,104L'^l�
,
CONS;57EN'-v Y
INCH S
6' VC CHAIN LINK
CONSISTENCY
INCHES
% GRAVEL
O;- 12
A
SANDY LOAM
10YR3/1
-
A
LIABLE
10YR3/2
-
CONCRETE WALL
FRIABLE
5, 36
B
LOAMY SAND
12! 30
B
LOA" ;' SAND
10"R5/6
-
CI
LOOSE, SINGLE GRAIN
30 -12
CI
M -C $4\7
25YR6/6
-
C2
V. LOOSE, SINGLE GRAIN
121-144
C2
COURSE SAND
25YR6/6
I
V. LOOSE, SINGLE GR41N
EX15TING
93.0
DEPTH G PE
= 48"
f'EP_-
DE 985
RATE _ < 2 MIN/INC44
DEPTH TO GROUNDWATER > 144"
a
DATE: 8-24-99
DEEP OBSERVATION HOLE LbCsS
TEST PIT n
DEPTH
BOARD OF HEALTH REPRESENTATIVE: KELDA WALiH
SOIL
EVALUATOR: PAUL A. BROGNA, PE - GALE 45OCIATE5,
OTHER (STRUCTURE
FROM I
SOIL
SOIL TEXTURE
SOIL COLOR
SOILSTONES,
BOJLDERS,
SURFACE
HORIZON
(USDA)
(MUNSELL)
MOTTLING
6' VC CHAIN LINK
CONSISTENCY
INCHES
PAINTED
METAL BOLLARD FILLED
% GRAVEL
IV- 12
A
6ANDYLOAM
10YR3/2
-
CONCRETE WALL
FRIABLE
5, 36
B
LOAMY SAND
10YR4/6
-
LOOSE,
3gb - 90
CI
M -C SAND
25YR5/6
-
12" PROCESSED
—�
V LOOS=
9'0 -150
C2
COURSE SAND
25YR5/6
-
V. LOOSE
I
EXISTING G,
DE 985
DEPTH OF
= 48"
FiERCI
RATE
DEPTH 70 GPOADW47ER > 150"
DATE: 8-24-99
NzzrtN I O SOIL EVALUATORS LOG FOR MORE INFORIA710N
BOARD OF HEALTH REPRESENTATIVE: KELDA WALiH
SOIL
EVALUATOR: PAUL A. BROGNA, PE - GALE 45OCIATE5,
r
w
y
GASOLINE DISPENSER
(BY MANUFACTURER)
6' VC CHAIN LINK
FENCE
PAINTED
METAL BOLLARD FILLED
W1 CONCRETE
3' HIGH
CONCRETE WALL
5" NEW
CONCRETE PAVEMENT
Q d.
12" PROCESSED
—�
GRAVEL
2
BASS RIVER
GOLF COURSE
SOUTH YARMOUTH, MA
CSS ARCHITECTS INCORPORATED
107 Audubon Road
Bulldtng Two, Suite 300
Wakofleld, MA 01880
CSS@CSSARCRCOM
I
Title :
SITE
DETAILS
Scale AS SHOWN
Date : I 0_;1_01
Drawn ACG
F Checked : d J S
Project No. 995
r t
f