HomeMy WebLinkAboutEngineered Plan - 2002PROFILE OF PROPOSED SYSTEM
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TOP OF FOUNDATION:
CAPT. SMAIL ROAD
— SEPTIC TANK — "D"— BOX —
I LOCUS
22'f
30.5' CAPT. LOTMROP ROAD O
2 OF 1/8" TO 1-1/2" y
ELEV. WASHED STONE o
PROVIDE RISER & COVER
TO WITHIN 6" OF FINAL PROVIDE RISER & COVER PROVIDE RISER &COVER
GRADE TO WITHIN 6" OF FINAL
GRADE GRADE IN 6" OF FINAL
3' MAX. COVER
9" MIN. COVER
OUT— I 3' MAX. COVER 1
IN OUTS j 9" MIN. COVER
27.9't r, LIQUID LEVEL jjjj
IN ouT-- LOCUS MAP 1"= 1500'
ELEV. 26.50. 26.25' rFT
PROPOSED � .-^. o 0 0 0 0 0' o 0 0 0 o O o o
ELEV. 1500 GALLON ELEV. 26.00 , O o 0 0 0 0 0 0 0 = o o I= o
SEPTIC TANK ELEV. G 25.83' .' :. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
' ELEV. ,: C:3 O I= O O I= O O O O O O O. O •�.:. •.:
INLET TEE OUTLET TEE �.
(10" MIN.) (14" MIN.) PROVIDE 6" COMPACTED
PROVIDE _ CRUSHED STONE BENEATH 3O Xi 1O X 2
GAS BAFFLE DISTRIBUTION BOX
} BOTTOM OF SYSTEM
n415_ ✓ ,. , .� t .', /INVERT INTO CHAMBER
ELEV.=23.3'
ELEV.-25.5'
PROVIDE 6" COMPACTED
CRUSHED STONE BENEATH j
SEPTIC TANK I
I
LOT 53
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TEST HOLE LOG
DESIGN: 3 BEDROOM DESIGN PROPOSED 1500
v GALLON SEPTIC
TEST BY CHRISTOPHER S. WICKSON S.E. AMY VON HONE ! TANK PROPOSED 3 -OUTLET
PERC RATE: < 2 MIN/IN. D I STP - I BUT I ON BOX
EAST CAPE ENGINEERING, INC. YARMOUTH HEALTH DEPARTMENT
TEST DATE 10/24/02 FLOW RATE: 110 GAL./BEDROOM (3) =330 G/D �\ I L07 52
SEPTIC TANK: (330)2=660 G/D
�.� EXISTING CESSPOOLS
T.H. #1 (ELEV.) 12/000± Sq, Ft. TO BE ABANDONED t.
0.00' 29.0 REQ'D SEPTIC TANK SIZE: USE 1500 GALLON
TO/A,
p,RA� FILLED WITH SAND
LOAMY SAND .
28.2' LOAMY SAND LEACH FACILITY: ` • �^ ... "i'' •,-..,.: • '. OVASL�
-1.67 ..,"•: ; 27.3' af, ' " ':. •. - •:• . �N�
SIDEWALL: 2(30+10)(2)= 160S.F.(0.74)= 118 G/D 29.0'
1
pR! Z
BOTTOM: (30)(10)= 300S.F.(0.74)= 222 G/D :... ` `r,... �.°`. __.'''.- x
0 0
;} TOTAL: 460S.F. 340 G/D ty �a ro
LOT 31
G • • MEDIUM/FINE SAND USE: 500 GALLON LEACHING DRYWELLS WITH 3/4" TO i x15T �NGV� 3x �pR` ' ' MSN • l�l
1-1/2" DOUBLE WASHED STONE TO EFFECTIVEU5� 0 y'
SIZE 30 X 10 X 2'.
O 1 W SERV x-10 70 EXISTING SPOT
2a 5 ELEVATION
:.•
• ALTERNATE- USE (B'X4'X1') LEACHING CHAMBERSK 29.0' Ch (TYP.
WITH 3/4" TO 1-1/2" DOUBLE WASHED STONE TO NG�r1A �t x
18.0' EFFECTIVE SIZE 30' X 10' X 2' �E • X30 , 21 - -''
ALTERNATE- USE INFILTRATOR LEACHING CHAMBERS
NO WATER ENCOUNTERED
WITH 3/4" TO 1-1/2" DOUBLE WASHED STONE TO
; \ '
EFFECTIVE SIZE 30' X 10' X 2'.-'30-
PROPOSED 30'x 10'x2'
x"' \ 120 '0O SOIL ABSORPTION
3, SYSTEM
_ I _
Z LOT 51
i
N OF, Ss'
NOTES:�° TIMOTHY J. yam
BRADY
1. DATUM MSL ± TAKEN FROM DENNIS QUADRANGLE MAP CIVIL
v76s N , I L 0 IR �% E D
� + �o
2. MUNICIPAL WATER IS AVAILABLE -\\A OF
a q DEC�.o
3. PIPE PITCH: 1/4" " PER FOOT MINIMUM A_ - TIM Tle-A s TWO T Y �yG C 9 2052
4. DESIGN LOADING FOR ALL PRE—CAST UNITS: AASHTO—H-10-44, H-20-44 WHERE VEHICLE ,.- o g{ J.
rn
LOADS ARE ANTICIPATED OR WHEN SUBJECT TO 4 FT. OR MORE OF COVER. _ , ",; BRAD;
�Z `� f t i Al I SITE PLAN
77 L� _ -
5. MINIMUM GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (0.75) FT. 0 2�i dZ —SEWAGE SYSTEM UPGRADE—
6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS. o
7. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE LEACHING ^s,� E�= a osuav o¢ DATE. I Locus: 91 CAPTAIN YORK ROAD
FACILITY SHALL BE REMOVED & REPLACED WITH CLEAN, MEDIUM SAND. oNrwve
8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE j East Capp Engineering, Inc. S. YARMOUTH, MA
ENVIRONMENTAL CODE 'TITLE 5.CIVIL ENGINEERS REF; ASSESSOR'S MAP 78, PARCEL 98
9.' CONTRACTOR TO NOTIFY DIG—SAFE PRIOR TO. CONSTRUCTION. (1=888—DIG-SAFE)LAND SURVEYORS
i
10. NO KNOWN WELLS .WITHIN 100' OF PROPOSED SOIL ABSORPTION SYSTEM. - BOARD of HEALTH # 44 Route 28, Orleans, Mass. PREPARED FOR: BARBARA DUNBAR
11. THIS SITE PLAN IS INTENDED FOR SEWAGE SYSTEM DESIGN PURPOSES ONLY. UNDER NOAPPROVE MA
(508) 255-7120
�.G '7� �7— L YARMOUTH
CIRCUMSTANCES ARE BEARINGS, DISTANCES, OR FEATURES SHOWN TO BE USED TO
ESTABLISH PROPERTY LINES, SCALE: 1"=20' DATE: 10/25/02DWG-02145SPL
02-145