HomeMy WebLinkAboutEngineered Plan - 19971. VARY SEPARATION TO GROUNDWATER BY 4" (4.7' PlfOVIDED)
310 CMR 15.212,
2. USE EXISTING 100: GALLON TANK. 310CMR 15.223 (4),
I
CONTRACTOR I407E; ASIS VWUR DEPARTENT TO MARK '
WATER SERVICE UNE IN MAY LANE PRIOR TO CON—
STRUCTION, LEACHING CAN BE SHIFTED 4' MO
AWAY FROM MAY LANE IF NEEDED
BENCH MARK NE O)PNEP. OF
BOTTOM STEP -20.00 ASSIOia ED
DI NQH MARK-- P.1(,,: NAIL SET . �.
iN WALK - 19,S9 ASS*NCD
. w PAVED 'w v
WI
0 p.
�Jlr� 5 Oil"( - X 19" '14 1
? ' ✓ L' } t j
LOT
+M ' PARKING it
81
7,a°n r
,TSI I ,Ne
' IA
V1 6. ,.
N'
WOLF I'
7 "
TH. T
LEG _
-rE$T HOLE LOCATION, NUMBER
.,.,....IN....,....
WATER LINE MARKINGS
'
WATER SLUT OFF
OVERHe. AD ELECTRIC WRE (Ir SROM)
x '81
EXISTING ELEVATION ;'X' MARKS POINT)
EXISTING CONTOUR
<tll
UTILITY POLE (IF SHOWN)
_0U_—
OVERHEAD UTILI'TIE5 (Ir ;DOWN)
TREE (IF` SHOWN, NOT ALL SHOWN)
EXISTING SEPTIC COVER
EXISTING DRAINAGE CATCHOASIN
r
i
1
NO 6, ADE .CHANGE a
,ARE jPROPOSED
�I~t3flA ST.
1. L=S 15 A.M, 36, PARCEL. TIS.
2. ELEVAMINS SHOVM ARE ASSIGNED, NOT `k0
3.. LOCUS i5 IN FLOOD ZONE D 011 FIRM DATED JUNE 17, 1986, �
� SCALE
4. ALL PIPt:S TO BE 4" SCH 40, AND PITCHED At 1,/4" PER FOOT. (UNLE'SS No t�) -�
a• Vtt1NiCIPAL WATER IS AVAt1i,ASLE, LOTS 4� THIN IdO' ARE ON TM14 WMER.
6, COMPONENTS TO BE AASHT0 H-10, UNLESS NOTED,
7, INLET TEE TO PROJECT DOWN 133', OUTLET TEE DOWN 14",�IIiLLOW ST,
a. IF TWE} OR MORE LINES, WATER TEST D -E:OX FOR EQUAL FLOW Q1
D—SOX EXIT PIPES .TO 8E LEVET. FOR FIRST IWO FEET.
9, DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENT0,10 NINIST SE PROVIDED.
BUILD UP COVOS TO WI7H04 I' OF ORADC, MORTOR CHIMIgLYS IN PLACE,
014E COVER OP TANK TO IAC WITHIN 6" OF GRADE. � �
10, STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" kMTH 21' MRC 1/8 TO 1/2" PEAsTONE Q;,4 mP, �-�CA 1 A
11. IF UNSU)TABLC SEALS, OR SOILS DIFFERING FROM THE SOIL LOG ARE I:OUNO, "
CONTACT THE t3OARD OF HEALTH, OR R.J. CADILLAC,
12. IF AN OWRDIG IS CALLED FOR MOW, FII.#.. MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HME 9
IS TO BE CLEAN GRANDULAR SAND IkAMINC; SPECIFICATIONS Or 310CMR- 15.255(3),
13. PUMP AND FILL EXIST NG CES1jP0=--LO0ATI0N I.INCCRT'AIN, IN OR NEAR MSMVC.
14. ALL CONSTRUCTiON TO MEET TITLE 5 AND LOCAL REGULATIONS, DEPTIi (NO.tu) Et.L"�� (k et)
0 IIl. 19.,0
TEST HOLE DATE: Jonuory 22, 199E 12" ...,'_�.�...
PERFORMIED VY: Iran Codilloo, Solt Evoluato, E layer 1oyr : /3
Q.6"o Wl(l±t��CSSCD SY- Amy L., Van Hono, RS 17" t�sc�rny r,
y... SP..T�r%, RATE, €OP F0UN13. <2'—CIO"/Inch (01 layer) layet 10yr �/r>
P OIL $VRVEY(1993), Carver coarse sand loamy swo
GE13i:OM MAP(19,56 ): Horwich outwash }plain deposits
Invert 17,20*
Fx,,t
ara#Ae Invert 1 .2 CONTACTOR 1400
O i r .ay 6d
' � r� p �C!Ct kvanly rn�J.
"� ,^-•--�..�_.. c xi tln ft�� TC1 s'EA �3TQ1 fF"w %4V S-1,/4 /ft 114 1000 (301.Tank�. ». .120
invert 15,39 Int ,10 t 15 »r, &
Use 5,. atria . Under " fropuistid r""' p s I 4. � Boit rn
f 0,4' 8/10 YOar AdJU!i trz eml
UsingIAASH—JAN,`�7-7A5
DESIGN DATA zon't A
- - - ci,-RVE_ WA TEA -6.a
DE`1i�.Ot11" S: 4
GARBAGE GRIKIVER: No
_REOUtRED-CAPACITY: ----- 440 G - D -- — i AGi� AREA
SrPTIC TANK,- 1000 GAL,
BOTTOM LEACHING APPA; 594 Sr 1,I 6 CUT. EC, CONTACTOR 100_
((54' X I I')] WITH 4' OF STONE ALL AROUND
SIDE LEACHING AREA: 135 sr, AND A 6' CAP IN THE MIDDLE
(2(11'+ 5W) X 0.15' DEEP)] FOR A 11' X 4' X G" DEEP
DE BION CAPACITY; 487 GPD LEACHING AREA.
((594 SF •1- 65 8r) X ,74 GPD/$P)
N/F
NAWi
THIS PLANT IS A VALI[ COPY ONLY IF IT SEARS
AN ORIGINAL. RED? STAMP AND SIGNATURE.
f/
ACTH T APPROVAL A
( �
APR 0 6 1997
! TE PLAN HEALTH
FOR
DANIEL & ROBERTA SCHINABEL
LOT 3, 29-31 SOUTH STREET, S. YARMOUTH, M
MARCH 25, 1997 SCALE*- l t$ 0
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.01 BOX 258
ST YARMOUTH, MA 02673
(508) 775-9700
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