HomeMy WebLinkAboutEngineer PlanT.O.F. EL.= 59,$'± i - FINISH GRADE OVER D-BOX = 63,0't
PROPOSED EXTENSION RISER
WITH COVER OVER INLET & REMOVABLE WATER -TIGHT COVER OVER
OUTLET TO WITHIN 6" OF F.G. RISER TO WITHIN 6" OF FINISHED GRADE
FINISH GRADE
__[
@ FND. EL.= 59.6'± F.G. OVER TANK EL. = 60.0' - 60.7' i 5" DIA. OUTLET(S)
4" SCHEDULE 40 PVC
MIN SLOPE 1%
PROPOSED 4" ; 5.6' MAX. t
22 NOTE C SEE
SCH. 40 PVC 00'
E � i �- 56. SEE NOTE 22
3
MIN. SLOPE 1'0
2 DROP MAXIrOUTLET
!
PROVIDE WATERTIGHT
13"
4" PVC IN FOM4„PVCOUTITOS�P)34EPTIC
TAN
NTRACTOR TO PROVIDE
LEACHING FACILITYECIFIED
DROP BETWEENoc
.ET AND OUTLET CONTRACTOR
CONTRACTOR SHAL
6
TEE
56.3T
MIN. 56.20'
2'
SHALL VERIFY SIZE 48"
VERIFY CONDITION OF
AND CONDITION OF
EXISTING TEES GAS BAFFLE
CRUSHED STONE
EXISTING SEPTIC
AND REPLACE AS
OVER MECHANICALLY j
O
TANK
NECESSARY
COMPACTED BASE
4.0'
5
OUTLET
TO BEINSTALLED ONIA LEVEL SpTAB EX
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK
NOT TO SCALE
I
I
r
II
I GARAGE E
GC--2
"415j1AN
MAIN
EX
2-BGC-1
2)LAB-'602±
DW5.0
TOF
00
(4^�j 3)
SWING -TIES & DIMS.
SCALE: 1" = 20'
SWING -TIES
DESCRIPTION
GC-1
GC-2
CORNER OF STONE (1)
18.5'
13.7'
CORNER OF STONE (2)
42.4'
22.1'
CORNER OF STONE (3)
46.6'
31.0'
CORNER OF STONE (4)
26.7'
25.8'
N
U
Q.
°+i
L0
rf1
d
NOTES:
i
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH
SEPTIC SYSTEM COMPONENT.
I
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
�I
3. ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASS DEP ZONE II.
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR
THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE
j FIELD PRIOR TO INSTALLING THE SYSTEM, CONTRACTOR SHALL NOTIFY
ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT IN THE FIELD.
i
5. THE PURPOSE OF THIS PLAN IS FOR THE UPGRADE OF THE EXISTING SEPTIC
SYSTEM FOR THE 4455 MAIN STREET DWELLING ONLY. EXISTING SYSTEM
FOR THE 1 MAIN STREET DWELLING SHALL REMAIN IN TACT.
BASE. FIRST TWO FEET OF OUTLET
PIPES TO BE LAID LEVEL I 54.00'
CROSS_ SECTION VIEW
N--;Y :_.
NOT TO SCALE
ROUTE 6A (MAIN STREET)
(STATE HIGHWAY - VARIABLE WIDTH)
EDGE OF PAVEMENT
2% N850 56'
Im
N
MAP 356 j� L
LOT 3
18,098± S.F.
(4455 Main St., `' f
Barnstable) I j
fe J
54 v
MAP 356
LOT 2
MAP 112
LOT 26
53,433t S.F.
(1 Main Street,
Yarmouth)
#1 MAIN ST.
a
� I'
�
�
EXISTING
j / f
O
4 BEDROCM
f-.
DWELLING
J�
FINISH GRADE OVER CHAMBERS = 63,0' - 61.5'
SLOPE @ 2% MIN. OVER SYSTEM
TOP OF SAS = 57.00'
BREAKOUT EL = 56.50' ,
PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE r - • . r - • -, , .: - _ �,
3i4" TO 1-1/2" DOUBLE WASHED
STONE TO CROWN OF PIPE i 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
2" OF 1/8" TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
_ _- _ __ _ _. ____- _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
PLACE RISER ON ALL DESIGN ENGINEER.
CHAMBERS w/ PIPED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
INLETS TO WITHIN 6" SYSTEM UNLESS OTHERWISE NOTED.
OF FINISHED GRADE
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 56.50' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
Sow 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
o O O oo i 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
00 o I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
4.0 4.83' 4'0 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL (M.S.L.) DATUM. SEE BENCHMARK
(n P') LOCATION AND ELEVATION SHOWN ON PLAN.
GROUND WATER ELEV= "L5 t 12 83' I 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
2- 500 GALLON CHAMBERS *EL. of Dennis Pond 5' MIN.�(A��(RND vlEtfN THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TYPICAL CHAMBER PROFILE n , TO THE DESIGN ENGINEER.
I'-" `-' ' ` -"-- 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
f{ C,� l 1 1 ,""' E I i ' . '. REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
j j\�^} �) S f ! PERC NO. N/A APPROPRIATE AUTHORITY.
Y-1- INSPECTOR: Barry Lewis (BOH) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
MAP 112
LOT 25-2
01'k-
OOA r
T
r ,
GARAGE / i.i
"14r5 P.141N ST.
EXISTNG
DWELLING / 61XV
��t
4
�A i 'v PROPOSED H-20
DISTRIBUTION BOX
Benchmark � �
I
I
SITE PLAN
_- SCALE: 1" = 20'
PROPOSED TWO (2) 500
GALLON H-20 LEACHING
CHAMBERS w/STONE
PROPOSED 4" SCH. 40 PVC VENT;
EXACT LOCATION PER OWNER
I
-� UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
I �\� • 20 • ! EVALUATOR: Michael Pimentel, EIT, CSE ; TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
' •
C.S.E. APPROVAL DATE: Oct. 27, 1999 .. , 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
/ • • ( DATE: January 4, 2024
.• f(. , 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
!/!Mk� TEST PIT #: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
• + :1 +•°� ELEV TOP = 61,50, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
.... l •+• FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
it'll o ELEV WATER = < 51.00,
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
. `° Yam. PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
1 l^ !
1( i DEPTH OF PERC = 42" - 60" ! 16• PROPOSED PROJECT IS LOCATED WITHIN;
H
i TEXTURAL CLASS: I ASSESSOR'S MAP 356 LOT 3 (TOWN OF BARNSTABLE)
'� ASSESSORS MAP 112 LOT 26 (TOWN OF YARMOUTH)
50''\-1a OWNER OF RECORD: THE CAPE COD CORE, LLC
L0006
US �.
Ll'�Il B
/en�tis p0�
4
25 Perc
T 6
JNE-li��-;r ? C
LOCUS PLAN
SCALE: 1" = 1000'
12
,.YiWY•3
61.00,
ADDRESS: 50 SUN HILL ROAD
WEST BARNSTABLE MA 02668
FEMA FLOOD ZONE X
58.00'
COMMUNITY PANEL # 25001CO559J
17.
DEED REFERENCE: BOOK 34678, PAGE 72
56.50' 18.
PLAN REFERENCE: P.B. 553, PG. 21
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20.
PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21.
OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22.
IN ACCORDANCE WITH 310 CMR 15.401-15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7):
(1.) A 2.6' WAIVER (3.0' - 5.5') FOR THE MAXIMUM COVER OVER THE H-20 D-BOX.
5100,
(2.) A 3.0' WAIVER (3.0' - 6.0') FOR THE MAXIMUM COVER OVER THE H-20 SAS.
--_I No Mottling, Standing or Weeping Observed
50xO' EXISTING SPOT GRADE
I 4455 MAIN STREET DWELLING - - - 50 - - - EXISTING CONTOUR RECEIVED
NUMBER OF BEDROOMS (EXISTING) 2 r0� PROPOSED CONTOUR JAN 25 2024
NUMBER OF BEDROOMS (DESIGN) 3 MIN. PER TITLE 5
50 1 PROPOSED SPOT GRADE HEALTH DEPT.
DESIGN FLOW 110 GAL/DAY/BEDROOM
TOTAL DESIGN FLOW 220 GAL/DAY ! G?tS EXISTING GAS LINE
DESIGN FLOW x 200 % = 440 GAUDAY ( - - :i ' I /'',Y -- - EXISTING OVERHEAD UTILITIES
USE EXISTING 1,000 GALLON SEPTIC TANK - W -- IN - EXISTING WATER LINE
L 1.- EXISTING LANDSCAPED AREA
INSTALL 2 - 500 GAL. CHAMBERS W1 STONE r r TEST PIT LOCATION
SIDEWALL CAPACITY - garmouth'ilcalt?' Department EXISTING 1,000 GALLON SEPTIC TANK
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY
(25.0' + 12.83') (2) (2') (0.74 GPD/ S.F.) =112.0 GAL/DAY owl •---- PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
Name Date4
BOTTOM CAPACITY PROPOSED H-20 DISTRIBUTION BOX
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY
PROPOSED 500 GALLON H-20 LEACHING CHAMBER
(25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY I
i
TOTALS:
TOTAL NUMBER OF CHAMBERS 2
TOTAL LEACHING AREA 472.2 SQ.FT.
TOTAL LEACHING CAPACITY 349.4 GAL./DAY
RESERVED FOR BOARD OF HEALTH USE
REV.-- I- --DATE__. I BY _� APP'D. - I - _ DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
>" ur PREPARED FOR
I f€'� L. �� ! ROBERT B. OUR CO. INC.
ca CHURCH!', JR. - '
CI4
� No. scr,6
OCATED
AT
4455 MAIN STREET, BARNSTABLE, MA
1 MAIN STREET, YARMOUTH, MA
SCALE: 1 INCH = 20 FT. DATE: JANUARY 24, 2024
0 10 20 40 80 FEET
PREPARED BY
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
50$.273.0377 I
Drawn By: MCP I Designed By: MCP I Checked By: JLC JOB No. 7486