HomeMy WebLinkAboutEngineered Plan - 2018ALL SHALL
TEM
LEGEND SYSTEM PROFILE MARK DS WTHCMAGNETIC TTAPE OR BE
99 — EXISTING CONTOUR COMPARABLE MEANS FOR FUTURE LOCATION.
„ (NOT 70 SCALE)
PROVIDE MIN. 20 DIAM. WATERTIGHT
x 99. 1 EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILECONCRETE COVERS TO WITHIN 3" GRADE
—[99]--- PROPOSED CONTOUR TOP FOUND. EL. 42.1' FILTER FABRIC OVER STONE
�98 4 PROPOSED SPOT EL. \ MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 38.2'
NOTE: 2" MIN. WALL
TH1 PRECAST H-10 THICKNESS REQUIRED BLOCKS OR
' RISERS (TVP.) PRECAST RISERS
TEST HOLE 2'm 39 2' 4"�SCH40 PVC MORTAR ALL H-10
COMPONENTS
s" MIN. SUMP PIPES LEVEL 1ST 2' 4'J (T� P) INV'S EL. 35.2'
2� SLOPE OF GROUND - t2" MiN. INr. oiM. ENDS �S14'
DESo° 36.03'
10" EXISTING** 14" P000a0000^
UTILITY POLE TEE SEPTIC TANK TEE * 0��� ���� �� 1.00000000C
EXISTING 37.9' ° ° ° ° ° ° WATERTEST D'BOX °o° DO�DODDDO�® ODMOC�I�MMPa�0. o° ° ° ° ° ° o > o o ° ° 000a0000aao a��o����o°°°°°°FIRE HYDRANT o 0 0 0°° o 00000000000 0��0����0°°000°o°GAS BAFFLE.." 1°°°°° °°o° FOR LEVELNESS nj 'o °°°°°Ya >ooa00000a�oa000a®ao o�ooaoaao:ooaNOTE NOT All. SYMBOLS MAY APPEAR IN DRAWING 35.46' 35.3 O°o°O°O° ° ° 33.2
> o 0 0,0 o°o°o°o
LH-10 500 GAL. LEACHING (j UNITS REQUIRED
CHAMBER ME PRECAST OR EQUAL.
*THE INSTALLER SHALL VERIFY H
W`\`W �5���+V LOCATIONS
SEOF WER LUTLETSES D AND ALL 6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
BUILDINELEVATIONS PRIOR TO INSTALLING ANY COMPACTION. (15.221 [2]) ALL AROUND PRECAST STRUCTURES
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
39 o Wes, PORTION OF SEPTIC SYSTEM
W
3 50 0 " **INSTALLER SHALL CONFIRM MINIMUM SEPTIC
�1/
Ao 0' TANK SIZE AT 1000 GALLONS AND ITS 27.2' BOTTOM TH-1
SUITABILITY FOR RE -USE. REPLACE WITH 1500 NO GROUNDWATER FOUND
� GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE ( 5.5 % SLOPE) (1 % SLOPE)
LEACHING
FOUNDATION— EXISTING SEPTIC TANK 44' D' BOX 12' FAC'.II ITY
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD 801
DATE: 5/ 17/ 18
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS 24"
132" I 127.2'
NO GROUNDWATER ENCOUNTERED
LOCUS MAP
SCALE 1 "=2000't
ASSESSORS MAP 101 PARCEL 185
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
NOTES
SHOWN ON COMMUNITY PANEL #25001C0591J
DATED 7/16/2014
1. DATUM IS NAVD 88-------�--r—
2. MUNICIPAL WATER IS EXISTING
mrtment
]Dcn
'�EO
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-12
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
SYSTEM DESIGN.
WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
GARBAGE DISPOSER IS NOT ALLOWED
NOT TO BE USED FOR LOT LINE STAKING OR ANY
- .-- OTHER PURPOSE. - -
- DESIGf�i FLOW: " 3- BtDRGGnriS 'i i O- GPD -= ' _330 GPD
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
USE A 330 GPD DESIGN FLOW
9. COMPONENTS NOT TO BE BACKFILLED OR
SEPTIC TANK: ( ) = 660
2 330 GPD
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
**RE —USE EXISTING 1000 GAL. SEPTIC TANK
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
LEACHING:
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
BOTTOM 25 x 12.83 (.74) = 237 GPD
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
TOTAL: 472 S.F. 349 GPD
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
1.2. EXISTING LEACHING FACILITY SHALL BE PUMPED
WITH 4' STONE ALL AROUND
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
FLOOR PLAN
NOT TO SCALE
Scale: 1 "= 20'
0 10 - 20 30 40 50 FEET
DCE #9S-153
DATE
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
GARAGE OF
227 GREAT WESTERN ROAD
SOUTH YARMOUTH, MA
RECEIVED PREPARED FOR
JUN 0 6 2018 FRANK STERLING
HEALTH DEPT. DATE: MAY 31, 2018
P� CH OF MgSs ��H OF Mq off 508-362-4541
fax 508-362-9880
DANIELA. DANIEL Gs
OJALA A. downcape.com
CIVIL OJ:LA �owd c��e engineering i11c.
No. 409F30
No.4o502 �G/STE ° �
`` opE Sao civil engineers
TONAL ECG S� , land surveyors
939 Main Street ( R to 6A)
DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
18-153 STERLING.DWG