HomeMy WebLinkAboutEngineered Plan - 2018T.O.F. EL.= 24.2�±
PROVIDE EXTENSION RISER
WITH COVER OVER INLET &
FINISH GRADE OUTLET TO WITHIN 6" OF F.G.
@ FND. EL.= 23.0'±
EXISTING 4 PROPOSED 4"
SEWcIR PIPE.. - SCR. 40 PVC
SEWER PIPE
---- 611 311 3" DROP MAX
3" 9
2" DROP MINLj
MIN. SLOPE 1
I' Nk
13"
CONTRACTOR TO PROVIDE -
SPECIFIED DROP BETWEEN i
INLET AND OUTLET CONTRACTOR CONTRACTOR SH
SHALL VERIFY SIZE 48" VERIFY CONDITIOOFTOUTLET TEE
AND CONDITION OF EXISTING TEES GAS AFFLE
EXISTING SEPTIC AND REPLACE AS
TANK NECESSARY
I
EXISTING 1,000 GALLON CONCR
ETE SEPTIC TANK
*CONTRACTOR TO VERIFY EXISTING S i_ I-' I I � E TANK RO F I L_E
ELEVATION PRIOR TO ANY WORK &
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE
I
d
a.
0
M
N
i
F.G. OVER TANK EL. = 22.5'±
MAP 58
PARCEL 273
Z MAP 58 ° o� �9, 22,813 S.F.±
3
PARCEL 272IL
I EXISTING 1,000 GALLON
U.P. #834/4 \ TANK TO BE UTILIZED IN
THIS DESIGN
❑/H/W -
0/H/W O/H/b! I \
\/H/W 0/ti/W 2
L.P. p ;PIP
�� \ EXISTING DISTRIBUTION
\2 BOX TO BE ABANDONED
EXISTING LEACHING -PIT
TO BE PUMPED AND
FI L LED W
I H CLEAN
_ f
FINISH GRADE OVER D-BOX = 23.1'± FINISH GRADE OVER CHAMBERS = 23.0' - 23.1' GENERAL NI OTES
SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED
REMOVABLE WATER -TIGHT COVER OVER - STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
RISER TO WITHIN 6" OF FINISHED GRADE 4 SCHEDULE 40 PVC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
INSPECTION PORT WITH ACCESS
5'' DIA. OUTLET(S) MIN SLOPE 1 % BOX TO F.G. (SEE NOTE 21) 2" OF 1/8" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
} DESIGN ENGINEER. E
TOP OF SAS = 20.13� PLACE RISERS ON ALL
9" MIN. 9„MIN CHAMBERS WITH 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
36 MAX` 19.30' 36" MAX. BREAKOUT EL - 19.80' INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED.
- FINISHED GRADE"'4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
L=801+ PROVIDE WATERTIGHT o o ELEVATION 19.80' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
4" PVC IN FROM JOINTS (TYP.) C�o 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
SEPTIC TANK 4" PVC OUT TO 0 0 0 0 ° ° 0 Q I o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
O LEACHING FACILITY oo ° o 00 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM.
0 0 0 0 0 0 0 0 0 0
12" L6- o0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
19.62 MIN. 19.45' 2' 0 00 0 o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6" CRUSHED STONE 0 � � � � � 0 � � 00 o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
OVER MECHANICALLY o0 00 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
COMPACTED BASE - AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX
5 4 0' 8.5' (TYP) ( 4 0' 4'0� 4.83' 4•0'8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 25.00'
TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON THE CORNER OF A STOOP, AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET Z7.30, GROUND WATER ELEV.= < 11.60 12.83.' 9• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL.THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CROSS SECTION VIEW
TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
DISTRIBUTION BOXDETAIL C HAS E ETAigg LS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOT TO SCALE NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
T1zST r I I i jA I A REGULATIONS. OWNER/APPLICAN I IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. N A APPROPRIATE AUTHORITY.
INSPECTOR: Phil Waterfield 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
C.S.E..APPROVAL DATE: Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: October 4, 018 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP - 23.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV WATER = < 11.60' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PERC RATE - < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
DEPTH OF PERC = 36" - 54" 16., PROPOSED PROJECT IS LOCATED WITHIN:
ASSESSOR'S MAP 58 LOT 273
TEXTURAL CLASS: 1
OWNER OF RECORD: PAUL L. & CAROL K. GARCIA
ADDRESS: 92 CLEAR BROOK ROAD
011 23 10 W. YARMOUTH, MA 02673
T
12"
B
36"
Perc
54"
C
01<1 \ - -23 - COARSE SAND AND
-0L ABANDONED
LOCUS PLAN. .
ti SCALE: 1" = 1000'
EXISTING F���� \ LP 138"
T
12"
B
36"
Perc
54"
C
01<1 \ - -23 - COARSE SAND AND
-0L ABANDONED
LOCUS PLAN. .
ti SCALE: 1" = 1000'
EXISTING F���� \ LP 138"
FEMA FLOOD ZONE X
22.10'
COMMUNITY PANEL # 25001 CO587J
17.
DEED REFERENCE: DEED BOOK: 21828, PAGE: 158
18.
PLAN REFERENCE: PLAN BOOK: 230, PAGE 141
20.10
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
I
18.60' .
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.
A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A,
i
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
I
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
22.
IN ACCORDANCE WITH 310 CMR 15.401-15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 16.211:
1.) A 5.0' WAIVER (20.0'-15.0') FOR THE SETBACK FROM THE PROPOSED LEACHING SYSTEM
TO THE HOUSE FOUNDATION.
2.) A 5.0' WAIVER (10.0' - 5.0') FOR THE SETBACK FROM THE PROPOSED LEACHING SYSTEM
TO THE FRONT PROPERTY LINE.
11 60'
°\_ 23 2-BEDROOM i�� ¢ \ 23. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
�o sa - HC-2 ,� N No Mottling, Standing or Weeping Observed REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
DWELLING ti w
o
GDESIGN DATA
LEGEND
�W W
`-LSA- FFE = \ 25.3'± I � 5 50x0' EXISTING SPOT GRADE
/ GP "? / NUMBER OF BEDROOMS (EXISTING) 2
50 - - - EXISTING CONTOUR
\
NUMBER OF BEDROOMS DESIGN 3 Benchmark (DESIGN) (MIN. PER TITLE 5) i
(2) I Corner of Stoop / DESIGN FLOW 110 GAL/DAY/BEDROOM -t 50 PROPOSED CONTOUR
MAIL ./ Elev. = 25.00'
BOX ` \ rc�' OTAL DESIGN FLOW 330 GAUDAY I 50 PROPOSED SPOT GRADE
'��' ' pOQ Approx. M.S.L.MSL/ 0
kO S DESIGN FLOW x 200 % = 660 GAUDAY
-Pti (3) - CAS EXISTING GAS LINE
�` I ��O TOF - 24.2± USE EXISTING 1,000 GALLON SEPTIC TANK
BUSH j -LSA- ❑/H/W EXISTING OVERHEAD WIRES
S7o. r 3-`J23- - W W EXISTING WATER LINE
a He-1 INSTALL 2 500 GALLON CHAMBERS
O \ TEST PIT LOCATION
0. o ��. 3x'f 0W/ AGGREGATE
OG y_ (1) EXISTING 1,000 GALLON SEPTIC TANK
J O 2g� SIDEWALL CAPACITY
�0 Q3 ,LN (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
® o g5 ,L32 (25.0' + 12.83') (2) (2') (0.74 GPD/ S.F.) =112.0 GAUDAY
\ MAP 58
ti WOOD I ® PROPOSED DISTRIBUTION BOX.
I PARCEL 274 BOTTOM CAPACITY
POST I O PROPOSED 500 GALLON LEACHING CHAMBER
\ \ (4) ao (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
(25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY
\ \ Permit valid for REPAIR OF S.i
E7 1'I( S1 STEM
TOTALS: ONLY, dale to State and Local septic rlanres. REV. DATE BY APP'D. _DESCRIPTION �
\ PROPOSED DISTRIBUTION BOX )
TOTAL NUMBER OF CHAMBERS 2 any of 1�ealth review and of a(ioval is r uins for
any fn<<,e additions/rena,,al�oitsh.�ucra6nns to PROPOSED SEPTIC SYSTEM UPGRADE
\ \ PROPOSED 2-500 GALLON LEACHING TOTAL LEACHING AREA 472.2 SQ.FT. sewage f<icihtres and/or structirresld��ellini �tN °F ass
\ CHAMBERS WITH AGGREGATE
TOTAL LEACHING CAPACITY 349.4 GAL./DAY ��P qcy PREPARED FOR:
o ar��t� h�Fiealtii (' cHu CHILL ,IR. A CAPEWIDE ENTERPRISES
3- \ PROPOSED INSPECTION PORT �� V..�)g��jl �
p N0.48066 0
LOCATED AT
\`c'' r� %r. o`S o
\ _
( a
NOTES: 9 92 CLEAR BROOK ROAD
\ W. YARMOUTH, MA 02673
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
EACH SEPTIC SYSTEM COMPONENT. \ SWING -TIES SCALE: 1 INCH = 10 FT. DATE: OCTOBER 11, 2018
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.
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.
4.) EXISTING WATER CURB STOP LOCATION PER YARMOUTH WATER SITE PLAN -
OF
0 5 10 20 40 FEET
ASS
JOHN L. PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR.
CIVIL JC ENGINEERING, INC.
NO. 41807 .2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
DEPARTMENT TIE CARD. SCALE: 1" = 10' I Drawn By: SJI I Liesigned By: SJI I Checked By: MCP I JOB 140. 4405
DESCRIPTION
HCA
HC-2
CORNER OF STONE (1)
15.0'
37.3'
CORNER OF STONE (2)
29.3'
17.8'
CORNER OF STONE (3)
37.4'
29.6'
CORNER OF STONE (4)
27.6'
44.1'