HomeMy WebLinkAboutEngineer PlanFINISH GRADE OVER D -BOX = 19.4'± PROP. VENT WITH CHARCOAL FILTER TO ABOVE
FINISH GRADE OVER CHAMBERS= 19.5-21.5' _ GRADE
TO 1-1/2" DOUBLE
TOP OF FOUNDATION PROPOSED EXTENSION RISER WITH COVER REMOVABLE WATER -TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4' STONE TO CROWN OFSHE9
OVER INLET & OUTLET TO WITHIN 6 OF F.G. FOR RISER TO WITHIN S OF FINISHED GRADE PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
ELEV:= 19.2'+- BOTH EXISTING TANKS & PROPOSED TANK 4' SCHEDULE 40 PVC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
5" DIA OUTLETS MIN SLOPE 1% 2" OF 1/8" TO 1/2" DOUBLE WASHED
r O STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
F.G. OVER EXIST. TANK "A" EL = 18.5'+ _
4 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
F G. OVER EXIST. TANK "B" EL= 19.0' F.G. OVER PROPOSED TANK EL.= 1 �.'1 TOP OF SAS =16.00' PLACE RISERS ON ALL DESIGN ENGINEER.
_ 9 RAIN,
5.5' MAX.CHAMBERS W/ PIPED & 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PROPOSED 4"SCK VC 15.00 SeE NOTE 22 BREAKOUT EL = 155.50' INLETS TO WITHIN 6" SYSTEM UNLESS OTHERWISE NOTED
4" SCH. 40 PVC TO DBOX OF FINISHED GRADE
L=13'f 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3" 2" DROP MIN. PROVIDE WATERTIGHT a `�u ELEVATION = 15.50' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
- 3" DROP MAX. 9 _ "4" PVC IN FROM JOINTS (TYP.1 a4 Soot' o
�- 2° DRO1MIN.9-1
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S_A.S. AND THE TOP OF
1 94„ 3" DROP SEPTIC TANK 4" PVC dUT TO 1J C� I f C� 0 i� 0 Q L jc' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
NOTE: A ��LEACHING FACILITY oo
CONTRACTOR SHALL Lif1UlD }}It - 4' o ) I ® 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
VERIFY SIZE AND LEVEL 4 )3', LIQUID 15.0, , 12" 6" cam
CONDITION OF F ( LEVEL 1 55.40 MIN. 15,23° 2' 0 11-1 0 �y O O O 1-- -1 ®0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL
EXISTING SEPTIC r _ k`` 1 P L t
({ �0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
TANKS () 15.85' 6" CRUSHED S7ONE f� 1` 7 �I �- 7 0 o00 00
__11 o L__1 C� 0 i� 1 CC .i L_1 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
GAS BAFFLE OUTLET TEE OVER MECHANICALLY o o � o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
GAS BAFFLE COMPACTED BASE 14.0' 4 0' AND DESIGN ENGINEER.
INLET TE ! 8.5' "P) --.-. --- 4.0 4.0'
OUTLET DISTRIBUTION BOX d.83' 8, ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM_ SEE BENCHMARK LOCATION AND
CONTRACTOR TO PROVIDE SPECIFIED TO BE INSTALLED ON A LEVEL STABLE - 33.5' (TYP' ELEVATION SHAWN ON PLAN.
DROP BETWEEN INLET &OUTLET CONTRACTOR SHALL VERIFY 1 � s
rL CONDITION OF EXISTING TEES LENGTH 8'-6" WIDTH 4'�-10" DEPTH 5'-8" BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 8.00 ITiOttlitl ! s
PIPES TO BE LAID LEVEL Z13.001iAND REPLACE AS NECESSARY12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
.) 500 GALLON CHAMBERS' R #.: THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
MBIA + L INL.a `4�aL '
CROSS SECTION VIEW 5' MIN. 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
`FtICAL CHAMBER PRC3EIL
TW EXISTING ° + GAL. SEPTIC T P ) s x.G TO THE DESIGN ENGINEER.
E ANKSIO USED 1,000 G;. SEPTIC TANi{- [ Wit: tr:
"f'DETAIL @�_ {^.L�} DETAILS
� p
n NOT TO ___:__ NOT TO SC _..__�._..__ ..._. NOT 7 t l CHEA L.7ETL 10. ALL JOINTS%EREPIP
_. w .. -- -.--.. O_ O SCALE _ .. ._._.__ NOT TO SCALE E ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
11 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZOMNG
MAP 110
LOT 68
MAP 110
LOT 69
MAP 110
LOT 23
MAP 110
LOT 67
S85' 10'00'E
MAP 110
LOT 64
31,9001 S.F.
fS
NP
Benchmark I
Nail in 20"' Tree' !
Elev. = 25.00'
Approx. M.S.L.
MAP 110
LOT 26
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health review and approval, is required for
:any future additions!renovations/alterations to.
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
gM2at6&�- p- 4A!- , 4/7)26 -17-
Name 084
MAP 110
LOT 66 MAP 110
LOT 65
PROPOED THREE (3) 500
3ALL H-20 LEACHING f- PROPOSED 4" SCH 40 PVC VENT,
CH BERS W/ STONE-\ \ PROPH-20 EXACT LOCATION PER OWNER
.
-23
/ O i
r O•�
22` US
1 / I'YP
7 f
/ �r EXISTING
2 -BEDROOM
t / /A, r,UNIT 00
k.
M r A
I PROPOSED 1 jl
I GALLON SEPTIC TA', K
P 1) 1 r
#15�XISTING 8:'
tai j t ha
2 BED%ti0lU1 :;
-ate n d UNIT
-TDF=19.2`±
J7 2S0.84' r r a A
8°
50,30-W ..,� ' CO
h e j as ^o,
VAS/ t
Q�, r
NOTES:
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
EACH SEPTIC SYSTEM COMPONENT.
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.
SWING -TIES SCALE: V=20'
DESCRIPTION
HCA
DC -1
SCA
TANK COVER IN (1)
40.6'
25.7
35_$'
TANK COVER OUT (2)
36,3'
31.3'
30.$'
CORNER OF STONE (3)
32.5'
36.2'
27.4'
CORNER OF STONE (4)
40.1'
46.8'
CORNER OF STONE (5)
2$.5'
69.8'
CORNER OF STONE (6)
16.0'
63.3'
3. ENTIRE PROPERTY IS LOCATED WITHIN A MASS DEP ZONE If.
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY
E INSTALLER. INSTALLER
WING TIE MEASUREMENTS
IN�HTFIELLD PRIOR TO INSTALLING HE SYSTELL M CONTRACTOR SHALL
THE
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. SITE Q
La •
SCALE: V= 20'
w
U
A
EWA
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
/ . • • ; 1 APPROPRIATE AUTHORITY.
PERC NO. _ N/A
INSPECTOR Jay. Gardiner (BOH) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
1 * , ` '«:.'UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
EVALUATOR: Michael Pimentel, EIT, CSE
,� � � TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
C.S.E. APPROVAL DATE; Oct. 27, 1999
_ it CE ,f 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
r DATE: April 2$, 2422
k/' ' y'f TEST PIT #: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
•: ELEV TOP = 16.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ELEV WATER = 6.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
- - GONTFOveTeR Sa 1ALE NOTIFY DESIGN ENGINEER OF ANY DI8eRfTW p POUND 110
PERC RATE - 2 nunAnch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK
12" - 30"
DEPTH OF PERC = �16- PROPOSED PROJECT IS LOCATED WITHIN:
u fr TEXTURAL CLASS: I
ASSESSOR'S MAP 110 LOT 64
w J OWNER OF RECORD: WILLIAM THOMPSON
MICHELLE BROWN-THOMPSON
su ° 0" 19-00' ADDRESS: 17 ANGELOS ROAD i
N FII
C'
;. 4°' 18.6T SOUTH YARMOUTH MA 02664
to
12 18.00' FEMA FLOOD ZONE X
ti i ' 4
Med.-Fine Sand COMMUNITY PANEL # 2 500 1 0 05835
s
16.50`
10Yr 5/6
B 17. DEED REFERENCE: BOOK 22100, PAGE 101
{
I 42"15.50' 118. PLAN REFERENCE: PLAN BOOK 202, PAGE 99
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FORSEPTIC
C UPC,RADE, JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
Medium Sand
k' f! C 2.5Y 6/6 21. OWNER J APPLICANT 1 CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
j 22. IN ACCORDANCE WITH 3110 CMR 15.401 - 95.405, THE FOLLOWING LOCAL UPGRADE
Mottling 913 �� APPROVALS ARE REQUESTED FROM 310 CMR 15.211 & 15.221(7):
Co � LOCUS P 132" - & t =,' (1,) A 4.7' WAIVER (20.0'- 15.3') FOR THE SETBACK FROM THE SAS TO HOUSE FOUNDATION.
q13,, Weeping 176' (2) A 2.5' WAIVER (3.0'- 5.6) FOR THE MAXIMUM COVER OVER THE H-20 SAS.
SCALE: T = 1009
138" 7.50'
L.ELl.,
DESIGN DATA 504' EXISTING SPOT GRADE
EXISTING CONTOUR.._ __
NUMBER OF BEDROOMS -UNIT #15 (EXISTING) 2 50 _.
NUMBER OF BEDROOMS -UNIT #17 (EXISTING) 2 550 PROPOSED CONTOUR
NUMBER OF BEDROOMS TOTAL (EXISTING) 4 CM PROPOSED SPOT GRADE
NUMBER OF BEDROOMS (DESIGN) 4
- EXISTING GAS LINE
DESIGN FLOW 110 GALIDAY/BEDROOM
TOTAL DESIGN FLOW 440 GAUDAY EXISTING OVERHEAD UTILITIES
W .--.. _ •V - _. EXISTING WATER LINE
SEPTIC TANK SIZING: 9
TEST PIT LOCATION
FIRST TANK IN SERIES:
DESIGN FLOW x 200% = 220 x 2 = 440 GAL/DAY (MIN. REQUIRED) PROPOSED 1,000 GALLON SEPTIC TANK
DESIGN CAPACITY = 1_ 000 GAUDAY (EXISTING)
USE EXISTING TWO 1,000 GALLON SEPTIC TANKS (first tank in series)10 1
EXISTING 1,000 GALLON SEPTIC TANK
SECOND TANK IN SERIES:
- DESIGN FLOW x 100% = 440 x 1 = 440 GALIDAY (MIN. REQUIRED) [L PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
DESIGN CAPACITY = 10.00 GAUDAY (PROPOSED) JUN 1 2022
USE PROPOSED 1,000 GALLON SEPTIC TANK (second tank in series) PROPOSED H-20 DISTRIBUTION BOX
HEALTH DEPT, O
PROPOSED 500 GALLON H-20 LEACHING CHAMBER
f SAS SIZING:
6) INSTALL 3 - 500 GAL. CHAMBERS W/ STONEREV-1 ... DATE I BY I APP'D. I DESCRIPTION
SIDEWALL CAPACITY PROPOSED SEPTIC SYSTEM UPGRADE
Su, (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY "%v or euy
(33.5'+12.83')(2) (2') ( 0.74 GPD/ S.F.) =137.1 GAUDAY va PREPARED FOR
ROBERT B. OUR CO. INC.
HC -1 B0170M CAPACITY CHU CHILL JR. y
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY NO. s
(33.5' x 12.83') (0.74 GPD/S.R) =318.1 GAUDAY LOCATED AT
#17
EXISTING TOTALS: 15 & 17 ANGELOS ROAD
-BEDROOM SOUTH YARMOUTH MA
.% UNIT TOTAL NUMBER OF CHAMBERS 3
TOTAL LEACHING AREA 615.1 SQ.FT. SCALE: 1 INCH = 20 FT. DATE: MAY 28, 2022
TOTAL LEACHING CAPACITY 455.2 GAUDAY a to 20 ao 80 FEEr
�tw
c, s yG PREPARED BY -
RESERVED FOR BOARD OF HEALTH USE o CHURCH LL JR.
JC ENGINEERING, INC.
<, cJ 1 IN 18D7 2854 CRANBERRY HIGHWAY
SrING
2- PROO ! "`p EAST WAREHAM, MA 02538
NIT � 508.273.0377
Drawn By: MCP _. Designed By: MCP - , Checked By: JLC JOB No. 6229
r1 _