HomeMy WebLinkAbout83-1346 Site Plan20 FT. MINIMUM
TOP OF FQUND,ATION 10 FT. MINIMUM !v"' C5�'+3, vrL ta+w
ELEV. _
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
PTICH EQUAL)1/4"MINIMUM PERFT
Fca�2 8.S ELEV.
ELEV. = i n
Jr
v
1
FLOW LINE `
10"
MIN. 19"
ELEV = 7
6" SUMIP `-ELEV` _ o o ELEV. _ D -
ELEV. _ " — WATER AT 6o EL= % — WATER ATL EL=
ELEV. _ --�
DISTRIBUTION I DESIGN CALCULATIONS
(TO BE PLACED ON FIRM BASE) BOX!v x 4 = ! NUMBER OF BEDROOMS
WELLGABAGE DISPOSAL
500 GALLON TO BE WATER TESTED ZONE %SA81 TOTAL ESTIMATED FLOWT ^lD
SEPTIC TANK IF MORE THAN ONE OUTLET INDEX /! ( /(o GAL./BR./DAY X BR.) »O GAL./DAY
3/4" TO 1 1/2" ADJUST /- REQUIRED SEPTIC TANK CAPACITY GAL.
WASHED STONE ACTUAL SIZE OF SEPTIC- TANK ! GAL.
LEACHING AREA REQUIREMENTS
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = SIDEWALL AREA a.5 GAL./S.F.
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV. = LO BOTTOM AREA /•o GAL./S.F.
LEACHING CAPACITY (BOTTOM + SIDEWALL) 7�0 GAL./DAY
NOT TO SCALE (IuxuExl� t�nzxrx�.$)
LEGEND:
RESERVE LEACHING CAPACITY GAL/DAY
SOIL
TEST
EXISTING CONTOUR----00----
PROPOSEDTRPLOT PLAN
To r/�/ Syi � L Ai✓� '
FINAL SPOT ELEVATION oo.
DATE OF SOIL TESTIv9Plr
FINAL CONTOUR —
�995
_�
CLEAN SAND
TITLE 5 AND THE TOWN OF Y'`} r ,`7ou re/ RULES AND
WITNESSED BY Lt�_ f
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER —W—; ---W-
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
- PERCOLATION RATE
± i
MIN./INCH.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
2" LAYER OF
OBSERVATION HOLE 1
OBSERVATION
HOLE 2
1/8" TO 1/2"
W
ELEV.= 6'v
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
ELEV.= S S
BE MORTARED IN PLACE.
WASHED STONE
5. NO DETERMINATION HAS BEEN MADE' AS TO COMPLIANCE WITH
(�
0 TOP AND
6. CONTRACTOR IS TO VERIFY ALL SITE CONDITIONS AND GRADES BEFORE
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
�P
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
9 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
Il
FOR A MINIMUM OF 25' AROUND FLOW DIFFUSORS AND BE REPLACED
I SUBSOIL
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./INCH.
SH / OF
IO ALL DISTURBED AREAS ARE TO BE REVEGETATED.
LOCATION MAP
i / BOARD OF HEALTH AND DESIGN ENGINEER SHALL INSPECT THE
o) CONSTRUCTION OF THE SEPTIC SYSTEM ON THE FOLLOWING
c INSPECTION SCHEDULE:
INSP. #1 WHEN THE EXCAVATION IS COMPLETE.
APPROVED: BOARD OF HEALTH
INSP. #2 DURING PLACEMENT OF CLEAN FILL.
�
i 12, DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH. DEPARTMENT THAT
—
6
DATE AGENT
/. INSTALLED IN ACCORDANCE WITH THE
PPROVED PI ANI
ELEV.
00
O O O D
O
o
12"
'
fwy'
13Z�
I
6" SUMIP `-ELEV` _ o o ELEV. _ D -
ELEV. _ " — WATER AT 6o EL= % — WATER ATL EL=
ELEV. _ --�
DISTRIBUTION I DESIGN CALCULATIONS
(TO BE PLACED ON FIRM BASE) BOX!v x 4 = ! NUMBER OF BEDROOMS
WELLGABAGE DISPOSAL
500 GALLON TO BE WATER TESTED ZONE %SA81 TOTAL ESTIMATED FLOWT ^lD
SEPTIC TANK IF MORE THAN ONE OUTLET INDEX /! ( /(o GAL./BR./DAY X BR.) »O GAL./DAY
3/4" TO 1 1/2" ADJUST /- REQUIRED SEPTIC TANK CAPACITY GAL.
WASHED STONE ACTUAL SIZE OF SEPTIC- TANK ! GAL.
LEACHING AREA REQUIREMENTS
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = SIDEWALL AREA a.5 GAL./S.F.
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV. = LO BOTTOM AREA /•o GAL./S.F.
LEACHING CAPACITY (BOTTOM + SIDEWALL) 7�0 GAL./DAY
NOT TO SCALE (IuxuExl� t�nzxrx�.$)
LEGEND:
RESERVE LEACHING CAPACITY GAL/DAY
EXISTING SPOT ELEVATION 00X0
l� C v 5
ti
s�A
��
EXISTING CONTOUR----00----
PROPOSEDTRPLOT PLAN
To r/�/ Syi � L Ai✓� '
FINAL SPOT ELEVATION oo.
NOTES:
FINAL CONTOUR —
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION ®
TITLE 5 AND THE TOWN OF Y'`} r ,`7ou re/ RULES AND
UTILITY POLE -o-
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER —W—; ---W-
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN \,®jWITHIN
12" OF FINISHED GRADE.
GAS LINE
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
DATE
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE' AS TO COMPLIANCE WITH
7. LOT IS IN FLOOD ZONE Al2 (EL 10).
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
6. CONTRACTOR IS TO VERIFY ALL SITE CONDITIONS AND GRADES BEFORE
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
COMMENCING INSTALLATION OF SEPTIC SYSTEM.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
9 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
IS TO CALL "DIG—SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
FOR A MINIMUM OF 25' AROUND FLOW DIFFUSORS AND BE REPLACED
PRIOR TO COMMENCING WORK ON SITE.
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN./INCH.
SH / OF
IO ALL DISTURBED AREAS ARE TO BE REVEGETATED.
LOCATION MAP
i / BOARD OF HEALTH AND DESIGN ENGINEER SHALL INSPECT THE
o) CONSTRUCTION OF THE SEPTIC SYSTEM ON THE FOLLOWING
c INSPECTION SCHEDULE:
INSP. #1 WHEN THE EXCAVATION IS COMPLETE.
APPROVED: BOARD OF HEALTH
INSP. #2 DURING PLACEMENT OF CLEAN FILL.
INSP. #3 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED.
i 12, DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH. DEPARTMENT THAT
oBSS.F� / THE EXCAVATION AND SEPTIC SYSTEM HAVE BEEN
DATE AGENT
/. INSTALLED IN ACCORDANCE WITH THE
PPROVED PI ANI
■
o1994 SWEETSER ENGINEERING
l� C v 5
ti
s�A
��
PROPOSEDTRPLOT PLAN
To r/�/ Syi � L Ai✓� '
PROJECT LOCATION
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
SOUTH DENNIS MASS.
398-3922 - 02660
SCALE = 3d '
DATE
REVISED q r
I / 2�
REVISED
JOB NO.
SH / OF
LOCATION MAP
o1994 SWEETSER ENGINEERING