HomeMy WebLinkAbout395 Weir Road - Septic Design_.- _. - -. i .. x 1313•+.
SOIL TEST. .
20 FT. MINIMUM FROM CELLAR SOILDATE TESS ESOIL. TEST I
. T DONE BY SMG !
10 F7. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE - CLEAN SAND _ 1 WITNESSED BY A. 1nYaHONE.
INSPECTION POR' AM AND SEED OBSERVATION HOLE 1 ELEV.•• 103,00 OBSERVATION HOLE 2 Et V.ft 1 •30 '.
CONCRETE LO
COVERS 4' SCHEDULE 40 PVC PIPE I! PERCOLATION RATE ..S_Z_ MIN./INCH AT .._.§9 INCHES PERCOLATIOA RATE,-&- MIN./INCH IN Cl ak C2 NO�ttLdN ., '
MIN. PITCH 1/8' PER FT. 2' LAYER OF DEPTH WORIZ TE%TURF COLOR MO1T. 0TH R DEP H IZ XTUR MOTL 0 d
AL 1!8 TO 1/Z r
00.60 MAX ASHED STONE VIENT 0-14 A LOAMY SAND 10YR2/1 NO ROOTS 0-12 A LOAMY SANG t0YR2/2 NO R6015
p6.66 MIlf. NOT REQUIRED i
4' "CAST IRON PIPE
(OR EQUAL) MINIMUM 3 CU• FT. OF 14-32 Bt LOAMY SAND tOYRS/8 20% COBBLES 12-23 Q7- LOAMY SAND t0YR5/8 ROOTS �r
PITCH 1/4' PER FT. 31 CONCRETE Q
ANCHOR 32-46 82 LOAMY SAND 7.5YRS/8 20% COBBLES S 25-54 ICI MEDIUM SAND 10YR6/8
FLOW UNE 97.60 ,
10" 46-120 Ct COURSE SAND 2.577/3 54-120 C2 MEDIUM SANG 2.578/2
ELEV. ��.� -f MIN.
1 ELEV. ". 97.75 LE''VOEL °e° .,..a s I ..G g _-;, ° t0' ELEV.. 04.47
ELEV. �45XL GAS ELEV. �_7�4_ 6� SUMP ELEV. 97.43 `' -
BAFFLE DISTRIBUTION
ELEV. � 4°HIGH CAPACITY INFlITRATOI S WITH I +
_ IN AN >n
q TON
E
BOX
STONE
z
OUTLET (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 35' X 1(° TRENCH FORMATION .17
FT 14 INCHES t ' IF MORE- THAN ONE OUTLET N �p in IWEIL L NO WATER ENCOUNTERED AT 170• ELEV. _ �1i10 NO WATER ENCOUNTERED AT 1_ ELEV. .00 30
1500 GALLON (TO BE PLACED ON FIRM BASE) SOIL ABSORPTIOP'I
ET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2' CLEAN �I ` INDEX T �+ 11
DOUBLE WASHED STONE S , GM `SAS ADJUST D��J CALCULATIONS ll'
FREE OF FINES k SILT LEGEND:
EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS
USGS PROBABLE WATER 1ABLE ELEV.. --- GARBAGE DISPOSAL UNIT
SEWAGE DISPOSAL- SYSTEM PROFILE oesERv£D-WATER TABLE ( / i )ELEV• - £msnNc CONTOUR----oo- TOTAL ESTIMATED Flow , -
NOT TO SCALE BOTTOM OF TEST !OLE ELEV. -ROJO _ FlNAL SPOT ELEVATION r '10 ���AY X moi' � LIR) �- CAL/DAY
FINAL CONTOUR REU0 SEPTIC TANK CAPACITY J:A_ GAL
SOIL TEST LOCATION'UTILITY POLE_ ACTUAL SIZE bF SEPTIC TANK 1'�� GAL I "'
TOWN WATER �W•�•�W�"'! SOIL CLASSIFICATION MIN./IN.
CATCH BASIN e `
�Nj DESIGN PERCOLATION RATE
EFFLUENT LOADING RATE GAL/DAY/S.P.
GAS UNE
�.�'•� LEACHING AREA S0. FT.
CLEAN OUT
C.P. (11X30)!(47==0,14)
CESSPOOLLEACHING
47133 X 7 (AREA X RATE) J=GAL/DAY
RESERVE LEACHING CAPACITY MM GAL/DAY
- _- • - ^t �,� NOTES:`, r
1. ALL WORK= AND MATERIALS SHALL CONFORM TO D.EP.
TITLE 5 ANO TOWN OF--y6'�4=�IM -- RULES Mlb
=.n �• AA. -� / PEGLXA11ON5 F THE SUBSURFACE DISPOSAL OF SEWAGE.
-- Hm#A
_-" �navwwraserzr 7'�AN- 2. ALL COVERS ITARY UNITS SHALL BE BROUGHT TO
atv�nnw,cnm' IA/['IO ROAD 50' µE .l J oc WITHMI 4- OF FIVSHE0 GRADE.
1esuA¢nl
WEIR
L 11
l
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
_„ph ENT .___-----•-'_+ems- / `MTHSTAW NG t ,
H-10 LOADING UNLESS THEY ARE UNDER OR WI1H1N
ES OR PARMCAREAS,
ALL 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SMALL h
USE
OR YATM
FT. OF DRIV
J . J _ I 80.95• - + ^ ,:. MAGE AS .TO COMPLIANCE 4
i. ANYDR,VA'�ivR.:n"I tJi++ th.�OV tiJ 6'e�R'1G COVM ORADE SMAU.
a_ �� BE MORTARfU NI PLACE.
* S. NO DETERMtNATiON HAS BEEN CE ►MTM
1 GSA f' Kar DEEDED OR ZONING REGULATIONS. D / APPLICANT IS TO
r LQ£4 t;` OBTAIN SUCH DETERMINATON FROM APPROPRIATE AUTHORITY. "
i 5 ` AREA -16.1941 S F. CONTRACTOR
_ 4 � ,.� S. UTILITIES SHOWN ARE /LPPRO70MATE ONLY, EXCAVATION CON ACTOR
a
- �T IS TO CALL 'OIG-SAfE' AT 1-6B8-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
D YE j /� �DLf ' 7. CONTRACTOR IS To VERIFY CRAMS AND ELEVATIONS AS WELL. AS
o>,
IES SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 1I 6'
H R£S��ty - - IS TO BE BROUGHT TO THE .ATTENTION OF THE AGN ENGINEER
IMMEDIATELY. I
8. PARCEL 15 IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP 120__ AS PARCEL F
10. A SILT FENCE WORK LIMIT IS TO BE INSTALLED PRIOR TO COMMENCING
ANY WORK ON SITE.
1574' RESERVE e�-- 11. GUTTER. DOWNSPOUTS AND DRYWELL ARE REQUIRED. a!t t
6X34,P C 2` i 2, �� �'
� ( >r 12. ALL DISTURBED AREAS ARE TO BE REVECETATED.
PROPO r ✓ 13. VARIANCES TO YARMOUTH REGULATIONS:
n �� , tNOF A. SOIL ABSORBTION SYSTEM LESS THAN 100' AWAY FROM WETLAND. I C
J BEDR' j r, , q ' 8. RESERVE AREA LESS THAN 100' FROM WETLAND.
ORYWELL
DJ
I 1300 CALL L 14. IN THE EVENT OF FAILURE OF THE PRIMARY. SAS. IT IS TO BE REMOVED, r
SEPTIC TAN ti' t1 + �s RE -EXCAVATED. AND CLEANED THE REPLACED IN SAME POSITION.
1 - -' APPROVED: BOARD OF HEALTH ,
_ITAR11'W
47.9,7'F �e.o '` ' F DATE AGENT I
PROPOSED SEPTIC DESIGN
JOSH GRED'
Iona
{
PROXCT LOCATION 1P OT ,A
395 R�0 lu,`� YOU''I I
11a
w it
23 WESTERN ROAD ..
508- .gg 711
398-3922 SOUTH DENNIS, MASS. 0286b
4�
DATE JUj t 20, 2002 SCALE I „ s 20' > i,
REV. JULY %t 2002 JOB N0.1W��
_
°� °.
-..
SILT FENCE
� • � s
HI LIMIT
i
�e
'
D 00 CRA VEL WAY
' - 1 0'
'`•may 5 � -
/ s
1_
�% �
04.6
•
PROPOSED SEPTIC DESIGN
JOSH GRED'
Iona
{
PROXCT LOCATION 1P OT ,A
395 R�0 lu,`� YOU''I I
11a
w it
23 WESTERN ROAD ..
508- .gg 711
398-3922 SOUTH DENNIS, MASS. 0286b
4�
DATE JUj t 20, 2002 SCALE I „ s 20' > i,
REV. JULY %t 2002 JOB N0.1W��