HomeMy WebLinkAbout42.108 - Septic Upgrade Plans
PARCEL H26 moo• r
EXIST. pa�
eP{ ARE
" \
�I'ATCH PARCEL
BASIN 27 -.. DO
CONCRE`E 0
ar"ELEI 15PARCEL
O 149.14 _ H28 PARCEL 1829
EXIST. -------------- ,
CATCH i6-- ^ry-,r'-_.i • o OCUS
BASIN ;
_ �°� ¢O� WILLOW
5T.
15.33 PAVED m
O0
AREA -_
i SHED f r EXISTING LINE �' z o
T n ' i - OF TREES f V 'I < m
lJ% ^--1 (
GAS I FENCE LIGHT .. r l 15� .�.i g
t-� i' POST PARCEL W5 /
cnrE 15.75 o Area = 22,072 s ft
% 15.29 sq.ft n l ,
-- APPLE 0.51 Acres �J '\
GAS I4.
TREE
G/METER r 15.21 �_��--SEXIST
IIRUr./'i�r i�/ /�� / /ii _i,� /i/iii i,,i. �� " UCKir)UNJ/WATER 11 �- i•�r?
�J GATE o +
DOUBLE WATER � -- -----+ { J :L LOCATION MAP (NOT `0 SCALE)
P LINES APPROX. 21._x- -` ri ^l t -,\)(
� "� .,l r 1 -
n i ( EXISTING ff n r ll n ff n n / 4
oil N NOTEnfjNt�jEE� DiBYEDR00M i :. { r j J L rJ� \ Jl J� l � '\ ASSESSORS MAP 36, PARCEL W3
9" i, vT G _. _- -w-- �// E NG/ i __- - 1- --- AREA F FLOOD ZONES BAND C. PANEL 250015 0006 D
.011 al z EXISTIN 1"F--. LO.F. AT EL // �".l RESERVE
_l 1880 S.F. t> 5 ,Bs
j1 gUILDIN GALPGRFASE 6.02 22_ t �97T t (4) PROPOSED FLOW �'�
° 1 �---T DIFFUSORS WITH 2'
-0-0 0 -0c STONE oa ooS fOF STONE ALL AROUND SEPTIC DESIGN: (NO GARBAGE DISPOSAL ALLOWED)
TRAP d
L /�/
FL. 16.15 o p°o o ✓ °o o f HOUSE. 2 BEDROOMS 110 GPD = 220 GPD
o >;1
-T Of AT 1s.a2 1JS3 rpo-ooa22a`.<pP°��-°..r'_o ( STORE: 1600S.F.(5 GAL./100 S.F.) =80.GPD
�i o o i; 1 t2 TAKE OUT DELI: 150 GPD
C) �:_"_- FLOOR PROP d 500 /�+
12, TOTAL DESIGN FLOW: 450 GPD
) FIRST 17?8 GAL SEPTIC EXISTING CESSPOOLS TO SEPTIC TANK 450 GPD EL. BE PUMPED AND REMOVED .._.__.__.__.__X_.__. _.__._ T
i AT TANK x , -x x I P (1.5) = 675 GALLONS
X
218.31 / �� USE A 1500 GALLON SEPTIC TANK
LEACHING:
g i PARCEL W16 _ ( ) (.96') (2.5
PARCEL W2 c _ SIDES: 2 36+8 ) = 211.2 GPD
111 BOTTOM: (36'*8') (1.0) = 288 GPD
_ TOTAL 372.5 S.F. 499.2 GPD
KEY USE (4) PRECAST 8'x4' FLOW DIFFUSORS WITH 2'
NOTE: PLUMBING Is TO BE -RAISED AND EXIST. CONTOUR ----- 15 --• -_.- _ OF STONE ALL AROUND
KITCHEN AND BATHROOM FLOW HOUSE T.O.F. AT. ELEV. 16.02 -
ARE TO BE SEPARATED EXIST. FENCF - v-•-- - -
EXIST. WATER _INE -.--w - ------
SEPTIC
---• SEPTIC PROFILE---- HOUSE EXIST. GAS urtE -G---.----G --
2% SLOPE SEPTIC INVERT AT �'+ HOLE
/'r
(NOT TO SCALE) _ �. ELEV. 13.9±
EXIST. ..•...... 3250 TEST 11 OLl.� .LiOt>'S.
t
STORE T.O.F.ELEV. ts.19 ENGINEER: JAMES C. JODICE
PROP. KITCHEN *CONTRACTOR TO VERIFY LOCn"IOt` -
FLOW INVERT - AND ELEVATION 0.' ALL EXISTING WITNESS: AMY VON HONE
BRING FR!.rl ES AND COVERS To FINISH GRADE BRING COVERS TO WITH'N ELEV. 13.95 SEPTIC PIPES _ -
PROP BATH. <Hesvr ourrcnz71korv� t OF FINISH GRADE _ DATE: MAY. 18, 1994
IU (EL 15.5) PERC. RATE _ < 2 MIN INCH
FLOW INVERT MINIMUM 1' OF COVER OVER PRECAST _ ///
ELEV. 13.91 - -... I/ (EL 15.0) MIN/
(HID LOADING) -T-
EXIST/Nra
2X SLOPE - (Ht0 LOADING)
Pu/�•'IdiN6 1% SLOPE IAY PIPE LEVEL PERVIOUS GEOTEXTILE FABRIC 4
T -o S� '.. I PROPOSED '�' (H1O DBS) 0' EL. 14.97 : WELL DATA:
1% SLOPE. FOR FIRST 2' TO BE PLACED OVER Y OF
R4r>ED - 1000 GALLON �.32 .. ._rr'^�,-I f 2' OF PEASTCN- PEASTONE MIW-29
APPRox - 13.57 GREASE TRAP I - UL ///� TOP AND
PROPOSED 1500 �_ I% :.LOPE / EL. 12.34 SUBSOIL ZONE A
w -�- 1.5' EL 13.47 DATUM: 7.0'
I . S -..1323 .GALLON SEPTIC 12.98 _ J o v� 0 1 a o - o j c, c�:. - o .:ear "".�'•.'..�' tib. ADJ. = 0.87'
TANK (H10). 12.13 �T*.9E-_ °oo°S°° o�_n .�. o '[D no<, EL. 10.84 BFINE
ROWN
DEPTH OF FLOW 4' \2' _ 32' 2' SAND
INLET DEPTHTEE SIZES: 1
OUTLET DEPTH 10'4 11. i0 � 3� , I 3.5' ORANGE EL 11.47
DEPTH OF FLOW .= 4' 1 "
TEE SIZES: 4' - MED.
INLET DEPTH = 10" \ I 4.5' SAND EL 10.47
*CONTRACTOR TO VERIFY LOCATION 2% SLOPE OUTLET DEPTH= 19' 3/4' TO 1-1 Y - jl WHITE
AND ELEVATION OF ALL EXISTING WASHED STONE _.1DJUSTED.WATER AT E�6.B4 FINE -
SEPTIC PIPES SAND
WITH
FOUNDATION 19' GREASE TRAP 9' SEPTIC TANK 85' LEACHING SILT ADJUSTED WATER D' BOX -- 16' FACILITY AT ELEV. 6.84
g� OBSERVED WATER
.
NOTES:
T C' AT ELE. 5.97
NO I ES: 10 EL 4.97
off 508-362-4541 - MED. -
fox 508 362-9680 1. DATUM ASSUMED FROM DENNIS QUAD MAP. 11' SAND EL 3.97
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FT. engineering, UPGRADE
p 7�
down cape g ineering� inc.In C. 4. DESIGN LOADING FOR PRECAST UNITS TO BE AAS -10-H10. SEPTIC V L GR1111E PLAlV
5. PIPE JOINTS TO BE MADE WATERTIGHT. T7�
6: CONSTRUCTION DETAILS TO BE IN ACCORDANCE V ITH MASS.
CIVIL ENGINEERS ENVIRONMENTAL CODE TITLE V. FOR EXISTING BUILDINGS AT 46 SOUTH ST. IN THE TOWN OF:
LAND SURVEYORS 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED
FOR LOT LINE STAKING.
8. SCHEDULE 40-4" PVC PIPE TO BE USED FOR SIPTIC SYSTEM. SOUTH YARMOUTH, MA
939 main st. yarmouth, T11a 9. WBOX TO BE WATER TESTED FOR LEVELNESS.
10. EXISTING WATER LINE TO BE SLEEVED IF 1T IS LESS THAN 10' PREPARED FOR:
FROM PROPOSED GREASE TRAP.
?, ���� �f^f�,t\d N¢► 11. CONTRACTOR TO VERIFY LOCATION OF ALL SITE JTILITIES PRIOR CORING S. lVl iT
E 1 1 E
TO ANY EXCAVATION.
LA BOARD OF 9EALTB : 20 0 20 40 60 Feat
D.e 1944 YARMOUTH MA SCALE: 1"-
•. - ----� - -20 DATE: JUNE 6, 1994
T"
APPROVED DATE
AI�IYfi LA, DATE R6v: sv�y w, fys4