HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE ALL SYSTEM SHALL
MARKED WITHCOMPONEMAGNETIC TAPE OR BE NOTES
i
1. DATUM IS
(NOT To SCALE)
COMPARABLE MEANS FOR FUTURE LOCATION. NAVD 88
ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE COVERS TO WITHIN 3 GRADE
2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING
TOP FOUND. EL. 59.1' FILTER FABRIC OVER STONE
56.0° MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 54.0'
3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
PRECAST H-10 WATERTEST" D'BOX FOR LEVELNESS BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
RISERS (TVP.) MIN. 2 WALL THICKNESS PRECAST RISERS UNITS TO BE AASHO H—LQ
2'; 4"OSCH40 PVC MORTAR ALL'
PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 52.0'
4 (TYP,) 4' S. PIPE JOINTS TO BE MADE WATERTIGHT.
�ENDS SIDES 52.83'
56.1' t0" 1500 GAL H-10 14" P° °�°�o�a oao,vovapooe. DETAILS 0
.1 .� ✓.
535.07'/;."
3.07 TEE SEPTIC TANK TEE ®�®® ®�®� �0��— o®® WITHONSTRUCTION ETA S T BE N ACCORDANCE
2.82 :. • .' °°
°°°°°° ��®®®®®®�®�®®�®®�0��® '°°°°°
. 0 0 0 0 0 0 °°°° °°° °°°°
GAS BAFFLE : °o " >g°o 310 CMR 15.000 (TITLE 5.)
N >°°°°°°
°g°goo° g 50.0'
4' LIQ. LEVEL (ACME OR EQUAL)
52.27 52.1 °°°° °°° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
:.._ NOT TO BE USED FOR LOT LINE STAKING OR ANY
0.0.gog00000g,gegog000gogog000g;ooQog0000,a;; OTHER PURPOSE.
aooa000�o", o^o.0000000"000,,,�o,,, 0000000. H-10 500 GAG LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES 8. PIPE FOR SEPTIC SYSTEM To SCH. 40-4" PVC.
6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE ,25.00'—X --t .83'
COMPACTION. (15.221 [2]) 6 iX . ✓ to 9. COMPONENTS NOT TO BE BACKFILLED OR
(23 %SLOPE) ( 5 SLOPE) (--i—% SLOPE) CONCEALED WITHOUT INSPECTION BY BOARD of
HEALTH AND PERMISSION OBTAINED` FROM BOARD
0
a
. g
S
Q ooh
ooQ,
ocus
B h
nIn t
OU e
13' SEPTIC TANK 11' D' BOX 12' LEACHING 45.0' BOTTOM TH-1 OF HEALTH.
JNDATION FACILITY NO GROUNDWATER FOUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
;TAI I FIR SHALL VERIFY THE CALLING DIGSAFE (1-888-344-7233) AND 1 10 K A A
UU I L_UIIli V .ILrr L_I\ VV IL -L - IJ (ll \V
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
WUKK. IVU I I U Z)ItAL C
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 106 PARCEL 15
PROPOSED LEACHING FACILITY.
10 CVICTIAIf% 1 CA11UIKIC CAr`n. ITV CLI Art DC DII\IDCII
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOT 15
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
LIVING
5' REMOVAL OF UNSUITABLE OIL REQUIRED BEDROOM ROOM BEDROOM EXISTING 3 BEDROOM DWELLING
AROUND PORTION OF LEACHI FACILITY,
To SUITABLE SOIL LA R. REPLACE GARAGE DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330- GPD
WITH C EAN MED. SAND, TO EET
N SPECIFI TIONS OF 310 CM 15.255(3) KITCHEN FAMILY USE A 330 GPD DESIGN FLOW
BEDROOM ATH ROOM
PROVIDE 49' '0 40 'MIL L ER T 5
OFF SAS IN A A SHOWN. P / �"n SEPTIC TANK: 330 GPD (2) = 660 '
EL 52.8'. B TTOM AT 8.8'1'
53 USE A 1500 GAL. SEPTIC TANK
< FLOOR PLAN
TEST HOLE LOGS TH1 �J �\ D NOT TO SCALE LEACHING: ?'i1-1
r,
LOT 14 1��s < s9 SIDES: 2 (5-+ 12.83) 2 (.74) = 112 GPD
ENGINEER: CRAIG J. FERRARI, SE #13871 10,778± S.F. o s..
� o Z. BOTTOM -25'x 12.83 (.74) = 2aT GPD
PHIL RENAUD 'o
WITNESS: TOTAL. 472 S.F. �4 GPD
6 7 1 6 permit` va1i Por REPAIII t►t SEF'FIC SYSThM �.
DATE. / / � f
EXISTING ONLY; dire to State anti "cal septic variances. f
rI is ret oiled for USE (2) 500 GAL. LEACHING CHAMBERS ACME OR EQUAL)
FERC. RATE _ < 2 MIN/INCH �J1 '� DWELLING / ' If3oard of 1lcai4t,review and ,rplrror, 1
TOP OF FNDN additionsherr+I�ations/atierations to WITH 4' STONE ALL AROUND
EL. 59.1uvf►rhrie
'
CLASS I SOILS <v sewn;�;c.freitities;antt/yrshurtr,rts�cl..elling.
l o Yarmouth "6111) De1►artttfent
ELEV. so J J
-0„ `E 56.0' /\ P 0 11 k DRIVE
A �p ' PORCH
GRAVEL _ _ — ----
Date M A
LS CAUTION: PATIO DRIVE ,� RD OF HEALTH '
10YR 3/2 GAS LINE I �� 53 APPROVED DATE BOA
THIS ARE s
100155.2 �s oo ARDS C _
OAR A TITLE 5 SITE PLAN
OF
HEnoo 33 NEWFIELD LANE
s6 YARMOUTH PORT, MA
C ss to PREPARED FOR
PERC RCHMA
COSANDRA MCCORMACK
CORN PATIO
CS s EL. = 58.0'
DATE: JUNE 16, 2016
1OYR 5/6 \
NvA of M `���^ �/' �,���—MAS-S-_ off 508-362-4541
q�G� fax 508-362-9880
o DANIELA, DANIEL
A. downcope.com
�� �" OJALA
No. IVIL•
No. 40980 ( flow/1 Cape engiaeeriag, Me.
132 45.0' Po���G� ��° ,4 , �0 0 civil engineers
Scale: 1 "= 20' �SS�oNA� E�R � ,;!� ., s land surveyors
NO GROUNDWATER ENCOUNTERED G • t` -��
939 Main Street ( Rte 6A)
�y 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
16-178
DCE # / 6— 1 0 t� 16-178 MCCORMACK.DWG