HomeMy WebLinkAbout8 Old Hyannis Road - Septic Design 3OIL
s ATE OF SOILTESTTEST TEST
2�
€ ' 1 20 Fr. MINIMUM OM CELLAR
` TOP OF:fOUNDA110N:. O
10 •F'T_MINIMUM 10 F7. MINIMUM FROM SLAB OR cRAwl SPACE I...EGEND. 15«L TEST DONE B , "Jr ;�•. -r =.��1(a-,k�.s,
4 ElEV p
Lois, CONCRETE CLEAN SAND EXISTING SPOCONT EL WITNESSED BY
EXISTING SPOT ELEVATION 00,0
----
{ COVERS 4• SCHEDULE 40 PVC PIPE LOAM AND SEED •:
FINAL SPOT ELEYATI4N -oo OBSERVATION HOLE �/ EIEV r 9�•Z
f r. NW. PITCH t/8� PER FT. 2- LAYER OF FINAL CONTOUR PERCOLATION RATE L� WN./INCH AT WCH£S
t 1UTIILITY POLEocAiloN
/6• TO 1/2• T
1
ELEV. r
s
oy WA.%O SIONE VENT 1• TOWN WATER iW
k ) •Z /p
1yA, •►BASIN
p f
1 SI N\
r liv 4 -,FAST IRON . REWIRED CATCH BA N _
t (OR EOUA-� 11WIMLIM A
GAS UNE C I nt-
i Cu. FT. OF i2_q
PITCH .1 •PER FT. MAx. ag 2 CONCRETE
CESSPOOL C.P.
t
I' FLOW 11NE a
q to• 0 acs E� r�.Ip=52
2 0• • • E�E3BE3FJE� IiJji7J IZ, ] . • . -
I LEVEL ' GtJ Z • uaaf=1.
GAS ELEV. s. Y. 1 ' J ELEV. a iU,40q5.
.'
eAFF£ DISTRIBUTION„ _ J
, - ,'• , 500 CP.LLON DRY HELLS
; T• �OX /: ',All STONE W AN dl !
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
9_11.7
,��•
E
����snW�
,,,yew/,
.
✓Za�.S <
-7_01'
A
olryS+�Ff7�
loyr_ %3
cc
IS-.✓�"
Pj
1-•�
Iv�P1'lto
REVISED
JOB Na
!Ic
C,
-
LOCATION
MAP
iw
SHEET ( OF
��rrcx� �Ys1el.
R LIOUID D
N FEET 14 INCHES (TO HE PIACEO'ON FIRM BASE) TO BE WATER TESTED • f �� \ �1��
3 FEET 19 INCHES j rJOO GALLON IF MORE. THAN ONE OUTLET K 12. TRENCH FORMATION s -7
BE
FES i 2 LACHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION b WELL "ZONE'r— � X16 WRIER ENcOUNTERFD A7 -'=t' `- ELEV. r
FE $ INCHES 3/40 TOED SYSTEM (SAS} INADJUDEX
i �S 3.�Z I D
2Q SEPT{C TANK
I 7 FEET 34' INCHES • Z OE3$ERVATION HQI �.$�� EI�Y.n--1
: C1 PERCDLAPON RATE MIN /INN AT
+ USGS PROBABLE WATER TABLE ELEV.. 6k ✓ % 1 l �Ql�
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ELEV. - / , /
NOT TO SCALE BOTTOM OF TEST MOLE ELEV• { J i / ! /� IQQ.001
DEPTH
HOR17 I
TEXTURE
COLOR
MOTT.
OTHER
PROPOSED oR PTIC DESIGN
T N YA i &Al6AtAC.'7—
PROJECT LOCATION
LaT-1f9 Orb NyANNIS P2L yrP0e_-r
101 01'2_
-7_01'
A
Wpn},a�iv1�Q�i
lZcL1.S;.
SCALE
REVISED
JOB Na
-
LOCATION
MAP
iw
SHEET ( OF
��rrcx� �Ys1el.
``nn 9
�Oli / r WATER ENCOUNTERED AT >s ELEy. w %�• I
g / ! Ip DESIGN CALCULATIONS
NUMBER OF BEDROOMS -.NONO
TOTABAGE L ESTIMATED FLOWT (49
/ • `� , 0.8.0 / ' j I / /� REQUIRED SEPDAL-TIC TANK CAPACITY R) GAL•/DAY
r r 1 N ACTUAL sly OF SEPTIC TANK GA{•
4+1 / I / SOIL CLASSIFICATION 1 Z MIN -AN -
IL
N.
/ Q DESIGN PERCOLATION RATE n
L+ 1 \ a / % I I� EFFLUENT LOADING RATE GAL/DAY/U.
SQ. Fj
fl/9°w \ \\ 1 f r O�.b r ! ( LEAgiING AREA.h. riiox: } _>.
A\ I 1 �
j D LEACHING CAPACITY (AREA X RATE) _� GAI-/PINY
hj f C ` O •F j0 \' \ ! j t ' ; I RESERVE LEACHING CAPACITY f Fs'. %G/jAY
��'. ,\ , \ .. ��16 D opL� ?w;tOL�d \ / NOTES:
. f \ : \ P g, y - TITLE 5' AND THE TOWN OF �} RULES
tj { c ^ t DAD 1 ' f 1. ALL •jl(ORKMANSHIP ANS MA (ERlA1 S StjyALE_CONFORM TO D•E•P•
\ g EWAN
. f .. /. • � . � � '�- —• -- -" REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGED
i
t' ' 1 •. \' �'. \ __— -- g4tN y \ i i ' / \2 2. ALL COYERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE. SYSTEM
1 OF BE CAPABLE
\ 1 ( f S WIITTHSTMDING H 10 LOADING UNLESS THEY AREAUNDER OR 1MTHIN F
\ a \ \ \ \ \ `•\ \���/ .� I \ \ l pQiyB t ` t ( USEALL BE
10 D UNDER ROR WITHIN PARKINGIVES OR FT. OF DRIVS. ES OR PARKING.AAREAS.
1-.0 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
h '' \ �� 6 tj 9P • i ` ` q3 6 ` \ \ 5. NO DETERMINATION IFAS BEEN MADE AS TO COMPLIANCE WITH'
�' ;\ \ \ �� �°• / 1 \ L \ �, �\ II DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
{� (O p / J \ b( O 2 ` I 1 R• ujl011FS SHOWN ARE APPROXIUATE ONL'1. EXCAVATIONCONTRACTOR
l `\ \ Lj 4 \ It \ ` J IS TO CAU. 'DIG-SAfV AT 1-559-344-7233 AT {•EAST 79 HOURS
O \>1It \ PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO YERIFY GRADES AND ELEVATIONS AS .WEIl AS
It ' I / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VAR1ATON
2.I / l / / — \ IS To eE BRoyGHT TO THE ATTENTION OF THE PESIGN € PINEER
' 1 / , °� W �, \ \ \ 1 IMMEDIATELY.
O r 9. PARCEL H IN FLOOD ZONE _
y '_r_ -- -* /! ! / / / �. A 1 I r S f I 1 i 1 "Ur Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
`' ` 1 A MINIMt1M OF 5' AROUND LEACHWQ FACILITY AND BE REPLACED 111pi
��'•M-MATERIAL AS SPECIFIED IN 310 QA 15.335:.(3).
' 1
ro
Io
� �' �• � � � tel, /
.,s� • .' Ext?r.,.�G /� / \ i �\ � � _,•�� ,- �� � i ( ( I ! � 88'�� /
.fG,
co
- -- — - _
- • • , �� � � \ / ►�' ,-� � i ./ � / /; NNS III•
' /Of 10 �v l \ l22,G77sF= A, 3G,
or
ML �/� •1L 1 iro1 -
!L :a �l�tNOFUA Ss4
� , (�,,£� / Li. aE.•��''!:, � D . EAU T
silo
• c LjE�.r�f-/1-J q�z K � "+4��`"' � ,�E � a
(AfS01-740 J
APPROVED: BOARD OF HEALTH
DAIS AGENT
9£ado
PROPOSED oR PTIC DESIGN
T N YA i &Al6AtAC.'7—
PROJECT LOCATION
LaT-1f9 Orb NyANNIS P2L yrP0e_-r
� • fir-nrr�l,s, rrt�r-
DATE 2% Q
SCALE
REVISED
JOB Na
LOCATION
MAP
RE"SED
SHEET ( OF