HomeMy WebLinkAboutEngineered Plan - 2016UNION LEVELERS
X 98.63 a� ELEV. 98.7__
6. 4" CAST IRON PIPE _
(OR EQUAL) MINIMUM 95.75 i o o ~
PITCH 1/4" PER FT. LEL
ABEL A1800 FILTE " o _ _ o ELEV. _ _ 95_30_
ELEV - 6 SUMP ELEV - 9513 40 ML �
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
SOIL TEST
Ap
LOAMY SAND . -'
10YR6/1 NO ROOTS
9-20"
4" SCHEDULE 40 PVC PIPE
CLEAN SAND2" LAYER OF
10YR6/6 ROOTS
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
MIN. PITCH 1/8" PER FT.
2.5Y7/6.
INSPECTION PORT i:/8" TO 1/2"
DATE OF SOIL TEST JULY 71_2016
SOIL TEST DONE BY SWEETSER ENGINEERING
S .' e. s iC J v '« CH •Mr
203. SETUCKET ROAD
508- P-0. BOX 713
385-6900 SOUTH -.DENNIS, MASS. 02660
ELEV. = 100.00
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
2" PRESSURE PIPE
�41ASHED STONE
CAPT. SMALL
WITNESSED BY
REv.
(ASSUMED)
1.50 PSI MINIMUM
ELEV.
"
OR FILTER FABRIC
59.63 MA
VENT
LOCATION MAPFEV,'SHEET
CONCRETE
COVERS MANHOLE
_94.25_
QUICK .
AX.
'97.38 WIN.
OBSERVATION c ®`'ATIOS'� �,� OLE 1 ELEV.=- 97.6
COVER
PISCONNECT
TEE
FLOW
PERCOLATION RATE _ < 2 _ MIN./INCH AT 52 _ INCHES . .
UNION LEVELERS
X 98.63 a� ELEV. 98.7__
6. 4" CAST IRON PIPE _
(OR EQUAL) MINIMUM 95.75 i o o ~
PITCH 1/4" PER FT. LEL
ABEL A1800 FILTE " o _ _ o ELEV. _ _ 95_30_
ELEV - 6 SUMP ELEV - 9513 40 ML �
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-9"
Ap
LOAMY SAND . -'
10YR6/1 NO ROOTS
9-20"
B ~
LOAMY SAND
10YR6/6 ROOTS
20-103"
C
MEDIUM .SAND
2.5Y7/6.
FLOW LINE -� VINYL WATER ENCOUNTERED AT, X03" ELEV.: _ _89.0
ELEV. = 94.0f 10�
DISTRIBUTIOSIEL� ,> LINER
MIN. �/ 4 HIGH CAPACITY INFILTRATORS I^ CALCULATIONS !
3/8" DRILL BOX _ DESIGN CALCULA�iONS
WITH STONE IN z 5.2 3..
HOLE NUMBER OF BEDROOMS
ADD GAS TO BE WATER TESTED 11' X 36" X IW TRENCH FORMATION � WELL A1W 23Q
ELEV. = 9450_ BAFFLE GARBAGE DISPOSAL. UNIT
ELEV. _ _94• (TO BE PLACED ON FIRM BASE) u ZONE C ELEV. _. _92_0_'_ TOTAL ESTIMATED FLOW
r� CHECK 3/4" TO 1 1/2" SOIL ABSORPTION INDEX 21.56 (6/2016) (BOTTOM OF ( 110 GAL/3R./DAY X 3 -ER.) GAL./DAY
LIQUID OUTLET VALVE WASHED STONE ADJUST 1.05
SYSTEM (SAS) FOUNDATION WALL) REQUIRED SEPTIC TANK CAPACITY � Q_ GAL.
(EXISTING) ACTUAL SIZE OF SEPTIC TANK 1500 .GAL.
4 FEET 14 INCHES MYERS SRM 4 SOIL CLASSIFICATION Ir
5 FEET 19 INCHES 1 000GALLON PUMP 0.4. HP: (MAX.) DESIGN PERCOLATION RATE s?- MIN./IN.
6 FEET 24 INCHES USGS PROBABLE WATER TABLE ELEV. = 90_1 r EFFLUENT LOADING RATE OJ -4 GAL./DAY/S.F.
7 FEET 29 INCHES SEPTIC TANKCHAMBER (OR EQUAL) OBSERVED WATER TABLE (7/7/2016) ELEV. = 0.0
8 FEET 34 INCHES LEACHING AREA 474N3-+ SQ. FT.
BOTTOM OF TEST HOLE ELEV. = 0_0
12)
94.25 PUMP CHAMBER CALCULATIONS: („XING CAPACITY (AR
ELEV. AT INVERT INLET ____ LEACHING CAPACITY (AREA X -RATE) �h� GAL./DRY
474.33 X 0.74
ELEV. AT ALARM _ 81.75-
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON 91.17
91.17_ RESERVE LEACHING CAPACITY .��� GAL./DAY
REQUIRED FLOW PER CYCLE .25 X _ X30 = �3z� GAL./CYCLE
NOT TO SCALE ELEV. AT PUMP OFF _EO_83_ VOLUME PER CYCLE X25 GAL/CYCLE /7.48 GAL./CU. FT. = 11_03_ CU. FT. /CYCLE
OF INSIDE PUMP CHAMBER _ 90_00- VOLUME OF WATERIN PIPE 3.14 X 0.00694 X _ FT. _ __�•Q1_ CU. FT.
BOTTOM
BOTTOM OF OUTSIDE PUMP CHAMBER 99.75_ TOTAL MINIMUM VOLUME PER CYCLE _ 11A4 CU. FT. 0.
DISCHARGE _11_6L CU. FT. / 34.67 CU.FT./FT. = ___34_ FT. (1000 G.S.T.) NOTES:
A, ,�/� STORAGE CAPACITY (_ GAL./DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT. �•��_ FT. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO Q.E.P.
PUMP SWTCHES DETAIL _L27__ REQUIRED _2.2L PROVIDED TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
Permit vahot 'for ld1r;PAlld OF SEPTIC SYS"1 F169 THE SUBSURFACE DISPOSAL OF SEWAGE.
ONLY- iiue to State and Local septic variances 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
BUOYABUOYANCY (, ®L(,U LATI ON S. B6*i-,t! of fk'alth. review and approval is required for WITHIN 6" OF FINISHED GRADE. .
NCY CA v al Ifu fore iidditii ons /renovations/a iterations to 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL" BE CAPABLE OF
1000 GALLON PUMP CHAMBER (H-10) sewage facilities and/otstructuresldwelling.WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
WEIGHT OF WATER DISPLACED 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
8.5x4.83x(80.1-89.75)x82.5 899 LBS. Yaitnouth 11' ith 1Departmcnt USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
ALARM ON WEIGHT OF TANK PER MANUFACTURER 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
8240 LBS. APPROVLEP/.5 BE MORTARED IN PLACE.
WEIGHT'OF WATER IN SUMP / • 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
PUMP ON 'DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
N ^ WEIGHT OF "CONCRETE . �.� OBTAIN SUCH `DETERMINATION FROM APPROPRIATE AUTHORITY.
PUMP OFF 1` _ -f!� 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
'r¢ o EXCESS WEIGHT TO OFFSET FLOTATION Date ; iS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
r- 81199 ' , . _
82.1 -899 7,341 LBS. � PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES 'AND ELEVATIONS AS WELL AS
./� ..SITE- CONDITIONS PRIOR TO COMMENCING WORK.ON SITE. ANY VARIATION
" 98.2L =101.65' 98.7 IS TO BE BROUGHT TO THE 'ATTENTION OF -THE DESIGN ENGINEER
1p D. x 8. IMMEDIATELY.
PARCEL5 1N FLOOD ZONE X _
-
VENT ^1 _ _ -- - -- -- 9. LOT IS SHOWN 0 ASSESSORS MAP 77 - AS -PARCEL -110-
36.00 80X 99.1 1letAt` f ✓t N A5 ESSO 5
PUMP ��f,�trxu 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
o CHAMBER 11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
�
98.7
°' ,. 12. A ZABEL A1800 FILTER IS TO BE INSTALLED..�� ��ytir.E�� .�
SHED 7�±•cxlf;w� y 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM.
x �7^.7 't / A k 1 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
1000 GALLON .� �'tdt; FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
SOIL40 ' la ---t SEPTIC TANK ��,REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(,3).
TEST 98.4 98.3 99.2 99.7 r 1 4�, r' 4' '' ' 15. PUMP CHAMBER IS 'TO BE WATERPROOFED AT THE MANUFACTURER.
99.0 100.0 ` -- �` ��p d }:� 16. EXISTING LEACHING FACILITIES ARE TO BE PUMPED AND REMOVED ALONG
_j DECKJT1 r
111 99 3 „ a WITH ANY ,POLLUTED SOILS ENCOUNTERLD.
ALL_ ■ 98.4 98.7 x VER IG 17. VARIANCES 'TO TITLE 5 AND YARMOUTH REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 16).
B. NO RESERVE AREA..
Q11 x 99.9
j EXISTING DWELLING pQ
3 BEDROOMS
R
B.
t
RIEC WED
? BOARD OF HEALTH
PORCH OVERHANG V. A 7�� APPROVE -1):
A06 �+
AL 1.04�.'1
HEALTH DEPT.
BIT
DRI VEWA r
LOT 92 DATE AGENT
10, 56 1. 9 f S F.
LEGEND:
EXISTING `SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER =W_W-
CATCH BASIN
GAS LINE G
CLEAN OUT C.O.
CESSPOOL C.P.0
C.• �S8�PRO,1\6286-OO\dwg�6286-SAS.OWG 0 2016 SWEETSER ENGINEERING
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OLD TOWNHOUSE_SOUTH,t
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Z LOCA
CAPT. RYDER
P0P0S S"PSC'SIGN
FOR
..PAUL-, CiCCIO
LOC,54 T1111
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S .' e. s iC J v '« CH •Mr
203. SETUCKET ROAD
508- P-0. BOX 713
385-6900 SOUTH -.DENNIS, MASS. 02660
F5ATE JULY 8, 2016
sCALE 20'
CAPT. SMALL
Joe No. 6286--00
REv.
. 1. OF 1
LOCATION MAPFEV,'SHEET
C.• �S8�PRO,1\6286-OO\dwg�6286-SAS.OWG 0 2016 SWEETSER ENGINEERING