HomeMy WebLinkAboutEngineered As-Built Septic Plan - 2001INSTALL H-20 RISER w/ CAST IRON FRAME & COVER OVER FINISH GRADE OVER D -BOX = 15.8'+
SLAB EL. = 21.1'± INLET & OUTLET COVER OF EACH TANK AND PUMP CHAMBER
AS SHOWN. ADJUST TO REQUIRED GRADE w/ MIN. 2 OR MAX. INSTALL H-20 RISER w/ CAST IRON FRAME
i 4 BRICK COURSES OR EQUIVALENT DIMENSION WITH & COVER. ADJUST TO REQUIRED GRADE
F.G. OVER GREASE TRAP EL.= 17.3'± F.G. GRADE OVER PROP. S.T. EL.= 17.3'± j w/ MIN. 2 OR MAX. 4 BRICK COURSES OR
FINISH GRADE REINFORCED CONCRETE COLLARS EQUIVALENT DIMENSION WITH
@ BLDG. EL.= 21.5±
F.G. GRADE OVER TANK EL.= 16.81± REINFORCED CONCRETE COLLARS
PROPOSED I 4" PVC OUT
36"MAX. 9" MIN. TO LEACHING
SEPTIC PIPE TO 36"MAX.
Z--==za•:zi-+y a ••r`wz-uisrr x -a_ 1
9" MIN. FACILITY
TANK PROP
6° s== =_ -_-_-=-===Y -- _ 4" SCH. 36"MAX.
YrYti 2" DROP M 40 PVC
: 6" 3"' 3" DROP MAX. g" 2" PVC TEE
w SLOPE 19'o in. 2" DROP MAX.
PROP. 24" 2 DROP MAX. PROP. 4" SCH. 40 . w r 3" DROP MAX. g" I --- --_._._-__
PROPOSED PIPE 4" PVC 48" 3" DROP MAX. a 10 14" (13.35)
PVC SLOPED @ I% min. � FROM KITCHEN TO LIQUID 36"MIN 48" 3.30 14"
GREASE TRAP 14.00'14 A r� LEVEL i /44•�Or�\ 13.50' .... ,-�T�.- LIQ ID (13.320 LI(]UID .00'��
0.54'
4" SCHEDULE 40 PVC MIN. SLOPE 1 %
INSPECTION PORT WITH
ACCESS BOX TO WITHIN
6" OF F.G. (ONE PER ROW)
i
18" MIN. TO BE H-20
36" MAX. TOP OF SAS / B.O. = 12,62'
FINISHED GRADE OVER BIODIFFUSERS= 155,6' - 15.2'
SLOPE @ 2% MIN.
0.92'
(TYP•)
k I `t' ` ' /I i ` ' ' / 13.64' I NLC I CG - �� 13.ZUJ \•- INLET TEE LEVEL � r .,. r r j LJ (12.65') 1 1 j
OUTLET ( ) OUTLET � 5" DIA. OUTLETS) r w
TEE1--TEE 18"ZABELFILTER 12.77' _ _ _�_ 12,60' 12.24 11.70 (laid flat) (11.65) 2.83 (34)6" CRUSHED STONEp
OVER MECHANICALLY r 6" CRUSHED STONE 6" CRUSHED STONE AIM -8x18 -VC (12,85') -------- " (12.22') 6.25' �P) Y I
COMPACTED BASE -/ OVER MECHANICALLY OVER MECHANICALLY 6 CRUSHED STONE (TYP-)
COMPACTED BASE -�� 7,-6" 6,-0" COMPACTED BASE OVER MECHANICALLY 5' MIN. 28.33'
LENGTH 9'-0" WIDTH 5'-4" DEPTH 6'-3" LENGTH 16-6 WIDTH DEPTH COMPACTED BASE
OOO GALLON LENGTH 10'-8" WIDTH 5'-8" DEPTH 6'-2" I 16 VARIES (SEE PLAN)
PROPOSED H-20 1,000 PROPOSED 3, OUTLET DISTRIBUTION BOX GROUND WATER ELEV. < 4.9
GALLON GREASE TRAP H-20 SEPTIC TANK PROPOSED 1,500 GALLON TO BE INSTALLED ON A LEVEL STABLE - BIODIFFUSERS (END VIEW)
H-20 SEPTIC TANK
TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE BASE. FIRST TWO FEET OF OUTLET17 D I
TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE ! PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE)
(96.87') ACTUAL ELEVATION "AS -BUILT" 711 r, -7 r O r F , ; _ 1)n 't * -I-,ft '.' CROSS SECTION VIEW ,� , f. ! -r a i
l_ �> f '�✓ 3 ! t t �i ,�-�g rq 9@ eg - 19 6 �S'� tL 1 1 0 B g.,� �'ti
_ i Y a F- r. _r 1 rg �. 'r- r - R ! ! % i w L' J ,'a..< j
r . �t (` _ ", -; I . - ;_• T I (-' , : , 96.87 ACTUAL ELEVATION AS -BUILT"
ALL TANK DIMENSIONS PER WIGGINS PRECAST CORP. ,. , - _ . - _ •., r,.:__. 1 ,, ( )
NOT TO SCALE NOT TO SCALE i NOT TO SCALE
t ,
N.
STATE HIGHWAY ROUTE 28
L=100.00' L=100.00'
R=1969.65 I R=196'9.65 L=12.83'
i 1 69-
W. E I I
I 3
N MAP 60
O PARCEL 165 & 166 3
Q I
0- 37,880 S.F. ±
C) MAP 60
Y PARCEL 167 3
I
�.
Z
6-7
✓1 -Cg -
47 /7
#1 313Ln
A
Sal
d EXISTING BUILDING I l
I o o SLAB=21.1'±
p(4,
SO_ SHORE AUTO PARTS
Lij
ACE HARDWARE BASS R ER PIZZA (BLDG AREA = 3,800 S.F.±) �� S�
AS -BUILT SWING TIE MEASUREMENTS' ��v� g��
(36SE TS) I R JOSEPH'S JERK CAFE WOK N R cv o
DESCRIPTION
BC -1
BC -2
GREASE TRAP COVER IN (1)
29.5'
20.0'
GREASE TRAP COVER OUT (2)
25.4'
16.2'
3000 SEPTIC TANK COVER IN (3)
21.0'
16.4'
3000 SEPTIC TANK COVER OUT (4)
31.0'
23.2'
1500 SEPTIC TANK COVER IN (5)
35.8'
28.9'
1500 SEPTIC TANK COVER OUT (6)
29.6'
24.6'
DISTRIBUTION BOX (7)
43.4'
37.8'
INSPECTION PORT (8)
33.0'
35.6'
INSPECTION PORT (9)
46.0'
50.7'
INSPECTION PORT (10)
57.3'
61.2'
(DESI IN FLOW) I SALON
'
BASS RIVER
(17 Seats)
OLL o
'19 Seats
AS -BUILT PIPE FOR
AS -BUILT VENT PIPE ' c,
HEART
l<LCLyPu
74- Z N MAP 60
KITCHEN FLOW 1 j
�it
9.
".i..yiM �`
12.40'
2.V 6/4
10"
PARCEL 164
Benchmark .9sr --`20/ Q Vo GAS _ GA 1 .. . _ -----
S
Nail in U.P.#4a I /�� O ", I o GAS GAS GAS,- y�
Elev. = 20.00' - �� 0
LD
Approx M.S.L. U.P. \ WX20 GAS -�
cJo.
3 78 _
AS -BUILT H-20 1000 GALLON
GREASE TRAP �I
O
AS -BUILT H-20 3000 GALLON , J
_.r
SEPTIC TANK
��6 =XN-X X -X -X X -X -X -X -X- -X--X-X-X-X-X-X-X X -X-`!-
w
c ==i ` I I
AS -BUILT H-20 1500 GALLON
SEPTIC TANK
AS -BUILT SWING TIE MEASUREMENTS o 03-
DESCRIPTION
BC -1
BC -3
CLEAN-OUT (11)
13.T
7.5 -
AS -BUILT DISTRIBUTION BOX w -
CP
7±=
, I 1
- 13'5' 3.75' ,y AS -BUNT INSPECT ON PORT WITH
o ACCE S BOX TO GRADE (Typ. of 3) I I
AS -BUILT SWING TIE MEASUREMENTS AS -BUILT TOTAL 63 BD1100 _ ! ;{ - ` -78 '%'I J'.
.
L _.00 L=100.00 w 1
DESCRIPTION
BC -2
U.P.
CLEAN-OUT (12)
16.2'
13.8'
BIODIFFUSERS R- 6 0.7 5 1 - a/H/w 0/H/ 11.53'
t _- - RF1? GS�S
// --- o/H/w a/H/w = N69
U.P. 0/H7w ------ ❑/H/w
307/4 - G/H/w
-
_.L;��L OF- QRR VE lH
---- -
AS -BUILT SWING TIE MEASUREMENTS PLANCOMMERCIAL STREET 1 MAP 60
SCALE: 1"= 20'
(40 FT LAYOUT) t PARCEL 187
o
110
Z
rn
M
rn
SITE PLAN
i
SCALE: I"= 20'
I
I
I
NOTE:
1.) MAGNETIC MARKING TAPE SHALL BE PLACED
ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM
COMPONENT.
Tidal Etat � .,� �.,-
h T 7 • INSPECTOR: Amy VonHone 1 • UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION i
t res METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
EVALUATOR: Brad Bertolo, E.I.T. CODE AND ANY APPLICABLE LOCAL RULES.
�"� - -+ • DATE: June 15, 2009
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I.
fc,iH GR1 ; \ I
DESIGN ENGINEER.
TEST PIT #: I
ELEV TOP = 15.4' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
ELEV WATER = < 4..'9' SYSTEM UNLESS OTHERWISE NOTED.
2 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
®PERC RAT = 2 minfnch
E ELEVATION =12.60' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
4{Y40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
DEPTH OF PERC = 36"- 54" I
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
TEXTURAL CLASS: 1 5. SLOPE ALL SOLID PIPE AT 1.0 % MINIMUM.
ws� '*Y � s '9'Y: • ^- 4 y� .. J .:;yip, a ��4i�� a. ;. '�"
6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. i
w a 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
.,.:. t 0 15 40
RESERVED FOR BOARD OF HEALTH USE
"AS -BUILT"
-PLAN
SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 4, 2010
I 0 10 20 40 80 FEET
PREPARED BY:
J JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
I EAST WAREHAM, MA 02538
_ 508.273.0377 _ _
Drawn By: JLC Designed By: JLC Checked By: JLC JOB No. 1627
FII
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
Sandy Loam
14'56'
101'r 5/6
8.
Sand/ Loam
77,71
I
9.
".i..yiM �`
12.40'
2.V 6/4
10"
1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
514 .•�
y' 1
° r
11.40 10.
1
10.90'
i0 s .r _
11. -
2.5Y 5/6
A
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
x i
t #
5 fy
`r'Ci
7.90' 12.
17"
TOTAL DESIGN FLOW = 100 +a-260 411360 GPD ` / /
r r
ADDRESS: DRIFTWAY ROAD
THEY SHALL WITHSTAND H-20 LOADING.
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
4 90'
TANK DESIGN:
M
COMMUNITY PANEL # 250015 0004 C
DESIGN FLOW x 200% = 2,720 GPD (FIRST TANK IN SERIES)
36"
DEED REFERENCE: BOOK 4304, PAGES 250-251
USE PROPOSED 3,000 GALLON SEPTIC TANK (FIRST TANK)
Perk
18.
PLAN REFERENCE: PLAN BOOK 104, PAGE 27
DESIGN FLOW x 100% =1,360 GPD (SECOND TANK IN SERIES)
,-"
� u1Y . � r '1 ;� w. .�y �v4� ss�,� F
i
t •:
INSTALL 63 -11' STANDARD BIODIFFUSERS (#11 0013D)
�� � , -, 4
r aL �? -. N''• s` w,a `ry y�'a,rie r t� •a>z
_
48"
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
SYSTEM CAPACITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
�:•
AUG 17 2010 1
JY
I
HEALTH DEPT.
TOTALS: ,
TOTAL NUMBER OF BIODIFFUSERS: 63
TOTAL NUMBER OF COUPLINGS: 0
go -
TOTAL LEACHING AREA: 1,850.6
LOCUS PLAN
TOTAL LEACHING CAPACITY: 1,369.5
C -3
SCALE: 1" =1000'
-BUILT"
i
i
PREPARED FOR:
NOTE:TER
CAPEWIDE EN PR SES
126"
RESERVED FOR BOARD OF HEALTH USE
"AS -BUILT"
-PLAN
SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 4, 2010
I 0 10 20 40 80 FEET
PREPARED BY:
J JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
I EAST WAREHAM, MA 02538
_ 508.273.0377 _ _
Drawn By: JLC Designed By: JLC Checked By: JLC JOB No. 1627
FII
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
Sandy Loam
14'56'
101'r 5/6
8.
Sand/ Loam
13.98'
101'r 5/6
9.
Med Sand
12.40'
2.V 6/4
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
16.
TO THE DESIGN ENGINEER.
i
11.40 10.
ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
10.90'
Med Said
11. -
2.5Y 5/6
USE #2: BASS RIVER PIZZA 6 -SEATS j
7✓ 7�1
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
OWNER OF RECORD. SOUTH SHORE AUTO PARTS CO. INC.
Med Sand 3'
7.90' 12.
2.5Y 6A ;.
TOTAL DESIGN FLOW = 100 +a-260 411360 GPD ` / /
8'.
5i
j
RESERVED FOR BOARD OF HEALTH USE
"AS -BUILT"
-PLAN
SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 4, 2010
I 0 10 20 40 80 FEET
PREPARED BY:
J JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
I EAST WAREHAM, MA 02538
_ 508.273.0377 _ _
Drawn By: JLC Designed By: JLC Checked By: JLC JOB No. 1627
R INSPECTION. SYSTEM IS
TEM I FOR FILLING WHEN SYS S NEARLY COMPLETE AND READY
G
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
14'56'
AND DESIGN ENGINEER.
8.
ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 20.00' ESTABLISHED
13.98'
ON A NAIL IN UTILITY POLE AS SHOWN ON PLAN.
9.
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
12.40'
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
16.
TO THE DESIGN ENGINEER.
i
11.40 10.
ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
10.90'
11. -
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
USE #2: BASS RIVER PIZZA 6 -SEATS j
7✓ 7�1
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
OWNER OF RECORD. SOUTH SHORE AUTO PARTS CO. INC.
APPROPRIATE AUTHORITY.
7.90' 12.
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
TOTAL DESIGN FLOW = 100 +a-260 411360 GPD ` / /
LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
ADDRESS: DRIFTWAY ROAD
THEY SHALL WITHSTAND H-20 LOADING.
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
4 90'
TANK DESIGN:
RESERVED FOR BOARD OF HEALTH USE
"AS -BUILT"
-PLAN
SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 4, 2010
I 0 10 20 40 80 FEET
PREPARED BY:
J JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
I EAST WAREHAM, MA 02538
_ 508.273.0377 _ _
Drawn By: JLC Designed By: JLC Checked By: JLC JOB No. 1627
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
_
1
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
•-�
DESIGN
DES 1 G tai DATA
15.
CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
USE #1: AUTO PARTS STORE; AREA = 3,800 S.F.
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
DESIGN FLOW #1= (2 TOILETS IN STORE ONLY 1 GOES TO THIS SYSTEM)
16.
DESIGN FLOW #1= 50 GPD/1,000 S.F. = 3,800/2 = 190 GPD / 2 = 95 GPD; SAY 100 GPD
PROPOSED PROJECT IS LOCATED WITHIN:
ASSESSOR'S MAP 60 PARCEL 165 & 166
USE #2: BASS RIVER PIZZA 6 -SEATS j
7✓ 7�1
OWNER OF RECORD. SOUTH SHORE AUTO PARTS CO. INC.
DESIGN FLOW #2 =-Z35 GPDpER-SEAT= 35 x 36 =d,260 GPD
TOTAL DESIGN FLOW = 100 +a-260 411360 GPD ` / /
ADDRESS: DRIFTWAY ROAD
"
GREASE TRAP. DESIGN:
SCITUATE MA 02040
GREASE TRAP =15 GPD PER SEAT =15 x 36 = 540 GPD: USE 1,000 GAL. TANKMIN PER TITLE V)
(
FEMA FLOOD ZONE C
TANK DESIGN:
COMMUNITY PANEL # 250015 0004 C
DESIGN FLOW x 200% = 2,720 GPD (FIRST TANK IN SERIES)
17.
DEED REFERENCE: BOOK 4304, PAGES 250-251
USE PROPOSED 3,000 GALLON SEPTIC TANK (FIRST TANK)
18.
PLAN REFERENCE: PLAN BOOK 104, PAGE 27
DESIGN FLOW x 100% =1,360 GPD (SECOND TANK IN SERIES)
USE PROPOSED 1,500 GALLON SEPTIC TANK (SECOND TANK)
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
INSTALL 63 -11' STANDARD BIODIFFUSERS (#11 0013D)
20.
I
PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
SYSTEM CAPACITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
(TOTAL L.F. OF BIODIFFUSERS) (4.7 SF/LF) (0.74 GPD/SQ.FT.) = GPD
AUG 17 2010 1
(393.75') (4.7 SF/LF) (0.74 GAUSQ.FT.) = 1369.5 GAL. LEACHING / DAY
I
HEALTH DEPT.
TOTALS: ,
TOTAL NUMBER OF BIODIFFUSERS: 63
TOTAL NUMBER OF COUPLINGS: 0
TOTAL LEACHING AREA: 1,850.6
REV. DATE BY APP'D. DESCRIPTION
TOTAL LEACHING CAPACITY: 1,369.5
T "AS SEPTIC SYSTEM
-BUILT"
i
PREPARED FOR:
NOTE:TER
CAPEWIDE EN PR SES
EFFECTIVE LEACHING AREA OF 4.70 SF/LF
JOHNL.
CHURL ILL JR.
OBTAINED FROM THE DEPARTMENT OF
I
o' N 48066
ENVIRONMENTAL PROTECTION APPROVAL
;
Fps LOCATED AT
LETTER "MODIFIED CERTIFICATION FOR GENERAL
1313A ROUTE 28
USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS,
INC. ON OCTOBER 3, 2003 (LAST MODIFIED JUNE {
i
SOUTH YARMOUTH, MA
30.2009). TRANSMITTAL NUMBER = W000052.
RESERVED FOR BOARD OF HEALTH USE
"AS -BUILT"
-PLAN
SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 4, 2010
I 0 10 20 40 80 FEET
PREPARED BY:
J JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
I EAST WAREHAM, MA 02538
_ 508.273.0377 _ _
Drawn By: JLC Designed By: JLC Checked By: JLC JOB No. 1627