HomeMy WebLinkAbout407 Highbank Road Proposed Septic Design 24" SCHEDULE 40PNC PIS' 2' LAYER OF
MIN. PITCH 1/8" PEP, FT, i LCAk 'AND SEED 1/3' TG 1/2' P PROPOSED CONTOUR
{ _1 CLEAN SAND WASHED STONE
xV7.5 PROPOSED .SPOT GRADE
... a' CAST .IRON PIPE= -5' MA '�PfiAR� - 34.00 MAX.. '1-REGUIRED SOIL TEST LO..AT10N, -
,� (OR ,ECJAL) F4INIMt UH. ITS ^ t -=-r'_.-_ '
PITCH 1/4' PER FT. ��;_._'�..r' J.` 1 +»
{ i d y� `-( `4 }I _K_ EATER LINE
�� + WATER SHUT OFF VALVE
1 r
31.00 - , } } 1 CLLR FTE GF
CONCRETE ANCHOR
111 �I iC'
7,1.�A ----^I `�---_.r-;--r-i-r-�--{-'��--�"'-� EXISTING GAS Ltt`fE
LELEV:= 33.00 (I{j ! ELEV.= - 2'0' ` �� i -r- j r- ?Fo
I f rnS I? ELEV.-
GAS LEVEL f e9y I ! i 1
ELEV.= 32.00 J �, BAFFLE J s' LIMP
r t LE 30.83_ { .- -' �r 11D" ij C� CLEAN CUT
3100 r V.= u L 1 _ _ _L�-1> ELEV.= 29:67 C.P.r) CESSPOOL
i -
DEPTH
ORIZ
TEXTURE
COLOR
MOTT.
OrHER
FOR
DUBLIINT COIVSTRUCTIO
D"-12'
A/P
LOAMY SAND
tOYR 2/2
NO
R
0;5
12"-35'
B
LOAMY SAND
IGYP, 5/8
36`-52"
Cl
COARSE SAND
10YR 6/6
-
asEt
52'-120"
Cl
MEDIUM SAND
10YR 7/6
SHEET I
_
4
C
.BBLF
{
1
r
. ;a5 DISTRIBUTION -
NO WATT6'R: ENCOUN4ERED AT 120' ELEV. 0.0u i
LI,i)ID OUTLET dTC HE PLACED ON MIR' BOX 4 HIGH CAPACITY INFILTRATORS t I CATCH BASIN
OUT TO BE WATER TESTED VITH STONE IN AN 11' X 36' X iC' � - � N A
IiEPTH H -CIO) (TO HE PLACED ON FIRM BASE)
4 FEET 14 INCHES �SOQ �(��-��(� TRENCH FCRMATIDtJ WELL
_ I DESIGN CALCULATIONS• ^
'1 fEET I?. LACHES ELEV.=� ZGraE .
FEET z9 i4C�f TS SEPTIC TANK 30.50 I INDEx NUMBER OF BEDRGGF S: 3
8 FEET 34 INCHES I H -(2C) GARBAGE !)LSPOSAL VNIT1 NI
{ , - 3i4" TO 1 1/2" SOIL ABSORPTION N ADJusT
CLEAN DOUBLE TOTAL ESTIMATED FLOW' !
WASHED STONE SYSTEM (SAS) 9.6T (110 GAL/BR./DAX X 3 BR.) 330 CAL./D .Y
SEWAGE DISPOSAL SYSTEM PROFILE FREE of FINES REQUIRED SEPTIC TANK CAPACITY:¢0� GAL t'
AND SILTS
(NOT T� SCALE) ACTUAL SIZE OF SEPTIC TANK: l.��a GAL.
SOIL CLASSIFICATION
USES PROBABLE WATER TABLE ELEV.= - DESiG61 :PERCOLATION WE: < 5 M,N./I . }
{ , OBSERVED WATER THELE (1114100)LLv.= EFFLUENT LOAD?NG RAZE: 744 GAL./D .Y/S.F.
_. BOTTOM �� TEST HOLE ELEV.= .20.00 LEACHING AREA: ---3 SO. F.I.
(11 X 36) + (47 X 2
`` 'X 10/12)
I
LEACHING CAPACITY (AREA X RATE): 351.00 GAL./D Y
474.33 X 0.74 i
1 RK RESERVE LEACHING CAPACITY: 351.00 GAL. /D ky
@ENCHMA
SPIKE NAIL - e
j
ELEVATION= 28.2' NOTES:
(NcvD)
t0, EXISTING OW LUNG, SEP CS AND UTUP.ES ARE TO BE REMOVED. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E.P.
iL A11 DISTURBED AREAS ARE TO BE REVEGETA.TED. TITLE 5 AND THE TOWN OF_YA- JIK_RULES AND REGULATIONS
t FOR THE SUBSURFACE DISPOSAL OF SEWAGE
TDP OF 12: CUTTER, DOWNSPOUTS AND 'JRYWELLS REQUIRED. 2.. ALL COVERSTOSANITARY UNITS SHALL BE BROUGHT TO WITHIN
\ COASTAL BANK F -
\ 6" OF FINISHED GRANDE
\ \ 13. A VARIANCE OF 4' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE 3 ALL COMPONENTS O THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDh
LESS THAN 2' ABOVE HIGH POINT IN ROAD. H-10 LOADING UNLESS THEY ARE UNDER OR WIN N 10 FT, OF DRIVES OR
- _01PARKING AREAS 1i-20 LOAuNG SMALL 3E i:'x�i �'F.JER OR WTHN 10 FT. (O
j . - ► ` - 14. A NECATIVE C4.ADE OF 3/4' PER FOOT .n,'ALL 81 MAINTANED I v, R
\ \ I MINIMUM OF 15' AWAY FROM THE FOUNDATION. DRNIES OR PARKING AREAS.
WALKOUT
t
\ ELEV.=28.0 y 13.? 4. ANY MASOHARY UNITS I}SED 10 BRING COVERS TO MADE SHALLBE MORTARED IJ PLACE
ra a� t ' - 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
PROP. j / `\ TONnuG REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH OETERMINRnON
- �� - DRYWELL� \ OP FROM APPRQPRtAIE'AUiHUR1TY.
t 6. UTtUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL
4 34.8 9.7 "DIGSAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING RK 1
l Imo/ ^, (EXISTNCti ON SITE
PROPOSED 1500
\� GRASS} 7. CONTRACTOR TO VERIFY GRADES AND'ELEVATION$ AS WELL AS SITE CONDITIONS
GAL. SEPTIC TANK �p PRIOR TO COMMENCING WORK ON -SITE ANY VARIATION iS TO BE BROUGHT
HAYBALES o TO THE ATTE TION OF THE DESIGN ENGINEER IMMEDIATELY.
GARAGE CVENT OH -1 \ AT-W'GRKLIMI8. PARCEL IS 1N FLOOD ZONE_ C
i 1\
26 0N<
4. LOT IS SHOT, ON ASSESSORS MAP 102 AS PARCEL �]_.
{ 1349
f
-� 3 x 31.6\
x t PROPOSED 3 BEDROOM \ jc 320
wo 'DWELLING TOF=36.00 = APPROVED BOARD OF HEALTH
64f 32.1 x eel ZI&
--
x 39. DATE AG NT
3a .
�\ ny - DEDRD '
F _ 0
34.8
35.8 x
D -BOX ! W2iS1N tt�`KO }
j E
10 R �, COQ a x 329 e` R a' J4 7. �( .
l D
cWPV_ 1 { PROP. ZO i i
33 3
W DRYYIELI. ;
3[� :.-
{4 LOT AREA= E�35 a jf
18,681 S.1'. � ' /P -.r .0
a /' T
�J�t
3 7.8xa5.7
% / p Qs�' I N ' F' , k:
PROPOSED SOIL ABSORPTION
-3. 9y --- ,< Vie. -°3•l5 �,,_ _ t� QA1�I
SYS1:4I. 4 HIGH CAPACITY` 3 Zx
INILTRATORS W/ 4.C� STONE - - ✓ ( s.t t3>t�t.`� r e+"
ON Tire SI LES AND 3.00' OF STONE - -- - )( - --
ON THE ENDS. 36.7 Mp i
ZD I
- -•..s�
} SITE PLAI3
SCALE: 1"-20' rJ .
souTx YARMOUTH. SSA
! PROPOSED SEPTIC DESIGIf
j
pa a�
Q: =s
1 \o ' Y
FOR
DUBLIINT COIVSTRUCTIO
4
PROJECT LOCATION:
407 HIGHBANK ROAD
SOUTH YARMOUTH, MA 02664
Ro Alp
ti y r-
y' 2
III y I N
KRo� \
H1 *N - p
9�
SWEETSER ENGINEERING
f 235 GREAT. WESTERN ROAD.
PO BOX 713, SOUTH DENNIS, MA 02660
off. 609-396-3922 far. 50e-398-706
-
DATE: '�.,. Zfj �'O.�
SCALE: 111._20'
-
asEt
Joe "o. - 5033
LOCUS MAP
NOT TO SCALE
��
SHEET I
_
OF )
_.-