HomeMy WebLinkAboutEngineered Plan - 1997BENCHMARK20 FT. MINIMUM FROM CELLAR
TOP_ OF FOUNDATION1CLEAN SAND
- 0 FT. MINIMUM FROM SLAB OR CRAWL.SPACE
1DQjr' 10 FT. MINIMUM f
ELEV = ..�....
'(ASSUMED} CONCRETE LOAM AND SEED.
COVERS, 4! SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8- PER FT. 2O LAYER OF
1 /8w TO /20
-
WASHED .TONE
EC f . 83 M Ax EL G , 8 3a+, VENT TTREQUIRED
4" 'CAST IRON PIPE
(OR EQUAL) MINIMUM z 1 CU. FT. OF
CONCRETE
PITCH 1/4 PER FT. - j
.g
li. ANCHOR
!_ 95.8 3
FLOW LINE
ELEV. G . �'
- w
2 eo54
7M N. 9 G�.:/ � IE•VEL I4 ELEV. _ _ L�`S'
3 GAS m, _-_a , 6' SUMP ELEV. 9_� .
ELEV. m--- BAFFLE ELEV �3 ' HIGH C Pr) c / rY
DISTRIBUTION
LIQUID OUTLET BOX __= .__ X20 INFILTRATORS WITH STONE IN AN DEPTH
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED �.x /C) TRENCH FORMATION z
J � ' x ,� F 2
DATE SOIL TEST r
`' -� 7-
SOIL .TESES T DONE BY
t� �
WITNESSED BY P n� y _'404/ H 0 Lf
gam. �. OBSERVATION HOLE 2 �•a
OBSERVATION HOLE 1_---
PERCOLATION RATE MIN./INCH AT S`� INCHES 8<m PERCOLATION RATE MIN./INCH AT INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
yyEi,i„ R 1 �✓ 230
WATER ENCOUNTERED AT I Z �V, _
sand y -
1G7 yle
�1$
24 INCHES
E
o n J-
G
TITLE 5 AND THE JOWN OF RULES AND'
4"
7. FEET
8 FEET
..
A��
,
L L 9 7.93
34
C,
rr
a - s�
9e--77
( E5
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
4-$
�`�
Said
4/4
^r -ll r�=0 USGS PROBABLE WATER TABLE EjLEV. _
_ _ __-- .... _... _...� ,- . ,- i �� i -j,% rt ry -
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR ----00----
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT N.
TOTAL ESTIMATED FLOW -
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
2•-5_Y
8. PARCEL IS IN FLOOD ZONE C C Z3
9. LOT. IS SHOWN ON ASSESSORS MAP % AS PARCEL --
C3
,.
7/Z
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
QR /_ WATER ENCOUNTERED AT t zv. =
FINAL SPOT ELEVATION.0
4 FEET
5 FEET
14 INCHES
19 INCHES
1 rJ00 GALLON
IF MORE ONE OUTLET:
,I
ABSORPTION
yyEi,i„ R 1 �✓ 230
WATER ENCOUNTERED AT I Z �V, _
LEACHING CAPACITY (AREA X RATE) ? GAL/DAY
6 FEET
24 INCHES
(TO BE PLACED ON FIRM BASE)
SOIL ,'
ZONE
TITLE 5 AND THE JOWN OF RULES AND'
7. FEET
8 FEET
29 INCHES'
34 INCHES
SEPTIC TANK
s.7"" It4 co
3/4• TO 1 1/20
WASHED STONE
SYSTEM (SAS
INDEX �: / -
ADJUST o-2
LEGEND:
DESIGN CALCULATIONS
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
( E5
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
SUCH DETERMINATION FROM ,APPROPRIATE AUTHORITY. .
__.__.OBTAIN
6. U11UTIES SHOWN ARE APPRO)GMATE ONLY, EXCAVATION CONN -,A
^r -ll r�=0 USGS PROBABLE WATER TABLE EjLEV. _
_ _ __-- .... _... _...� ,- . ,- i �� i -j,% rt ry -
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR ----00----
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT N.
TOTAL ESTIMATED FLOW -
FINAL SPOT ELEVATION.0
(/ ra GAL J'BR./DAY X 3 BR.) 33 o GAL/DAY
FINAL CONTOUR 00
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK (. �y� t � 7.,� f �"" GAL
UTILITY POLE '0"
TOWN WATER —W w W-
SOIL CLASSIFICATION r
DESIGNCLASSIFICATION
PERCOLATION RATE < -I- MIN./N.
CATCH BASIN ®�
GAS LINE O`
EFFLUENT LOADING RATE -? _ GA/DAY/S.F.
LEACHING AREA ' / /' x 3'I` t ��n t ? SQ. FT.
LEACHING CAPACITY (AREA X RATE) ? GAL/DAY
� 449 n .74) "0-1 GAL./DAY
RESERVE LEACHING CAPACITY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE JOWN OF RULES AND'
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. .
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
SUCH DETERMINATION FROM ,APPROPRIATE AUTHORITY. .
__.__.OBTAIN
6. U11UTIES SHOWN ARE APPRO)GMATE ONLY, EXCAVATION CONN -,A
IS TO CALL ODIC -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8. PARCEL IS IN FLOOD ZONE C C Z3
9. LOT. IS SHOWN ON ASSESSORS MAP % AS PARCEL --
lED
JUN 2 4 1997
? IEA'_ 1 I -I DEPT.
v
APPROVED: BOARD OF HEALTH
-7
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
'FRANK C HA "RZA
.PROJECT LOCATION A a. -a
SOU 7H %p 2Ivi Ly 7",-#
CRAIG P, SHORT
PROFESSIONAL ENGINEER
508— P. 0. BOX 781
>85-6530 DENNIS, MASS. 0263
-IFDATE SC
r
REVISED. JOBNO. e
LOCATION MAP REWnsED SHEET . j
/ OF /
-_ ehlooa CRAIG R. SHORT. P.E