HomeMy WebLinkAboutEngineered Plan - 200002
ACCESS COVER WITHIN 6" TO FIN. GRADE
ACCESS COVER (WATERTIGHT)
EL.23.8 MIN. WITHIN 6' TO FIN, GRADE 2% SLOPE REQUIRED OVER SYSTEM
MIN,
EL22t
EL22.5 MIN. RUN PIPE LEVEL
MINIMUM .75' OF COVER OVERJPRECA FOR FIRST 2 9" MIN.
TL�21.12 USE CULTEC FILTER FABRIC PER MANUFACTURERS SPECS
TEE OVER ENTIRE LEACHING FACILITY
PROPOSED 1,500 p H_1p 22.E
GALLON SEPTIC -EL20EL22.29 �ac�oc� 2.12 34 o eco 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0
TANK (H--10 GAS ° 1•w
H-10
BAFFLE 3/4";,TO 1 1/2" DOUBLE WASHED STONE
WITH' 4' OF STONE ALONG THE SIDES,
3' OF STONE AT THE ENDS
_ 6" CRUSHED STONE OR MECHANICAL AND 4' OF STONE BETWEEN.
DEPTH OF FLOW = 4COMPACTION. (15.221 [21) 4'
REAYOVE ANY COIVTAM/NATED SOIL 1NTiL1/N 5' REAIOI/AL REWIRED 18 f Dff1F
REQUIRED TEE SIZES: 5' GIS' LEACH FAaZITY AND REPLACE iWIH 70 8077W B LAYER
INLET DEPTH 10" MIN. BELOW FLOW LINE GYEAN METYUAY SAND. SEE TEST HOLE LOG
OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE EN6VAIEER 70 INSPECT & tMP"RCIIOVAL
7.2'
3 4t SEE VARIANCE SOIL ADJUSTED VATE R TABLE EL17.7
(�% SLOPE)
(_2 MIN. SLOPE) ( . MIN. SLOPE) ( . MIN. SLOPE)
FOUNDATION 17' SEPTIC TANK 4' PUMP CHAMBER -20'-D' BOX --2' 9' LEACHING FACILITY
(LONGEST LINE 11')
(2 LINES) BOTTOM OF TH1 EL14.5
SYSTEM PROFILE � SOIL LOG
(NOT TO SCALE)
off, 508-362-4541
fax 508-362-9880
down cape- engi'neerinb, Inc...
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
ALARM AND CONTROL PANEL
To 13E INSTALLED INSIDE
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUA
EL22.41 t
ACCESS COVER (WATERTIGHT)
WITHIN 6" OF FIN. GRADE
LOCUS MAP
ASSESSORS MAP 49, PARCEL III
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS .
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
INV. IN EI .240 1000 GAL H-10 U 2" PRESSURE PIPE IU u uux
�T 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
375 GAL.+ 5% MIN. PIP, PITCH AND YARMOUTH HEALTH REGULATIONS.
BARB/ER Si�� ALARM ON RCK TO P M HAMI3ER
------------------
F��G RELOCATE
ti _y �42V
EXISTING EXISTING
LEACHING SYSTEM(S)
HOUSE APPROXIMATE LOCATION(S)
TnnP (SEE NOTE 6)
TRASH
STORAGE
LOT 166
L`
LEGEND
�So
WATER SHUT OFF VALVE
WIRE
TO BE LOCATED
-_
EXISTING WATER LINE
POLE 20
A,
APPROXIMATE LOCATION
�So
GAS SHUT OFF VALVE
4» MYERS
SUBMERSIBLE MODEL SRM4
TO BE LOCATED
THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
EXISTING GAS LINE,
PUMP OFf 6" 4 10HUAL) MP SYSTEM
APPROXIMATE LOCATION
BE USED FOR ANYOTHER OTHER PURPOSE.
EXISTING CONTOUR
+22.5
EXISTING SPOT GRADE
PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
EXISTING TREES '(-TYP.)
-'
LOW OVER -HEAD WIRES
ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
ELECTRIC --CABLE T.V.
6" CRUSHED STONE OR MECHANICAL8_COMPONE
& PHON�",
---
PROPOSED CONTOUR
x232
PROPOSED SPOT GRADE
INSNEC i ION BY BOARD OF, HEALTH AND PERMISSION OBTAINED
UTILITY POLE
-�
GUY WIRE
TH1
REA010kF TREES A5 REC UIREO
FACTORY WATERPROOFED PUMP CHAMBER
SOIL TEST HOLE
' -
SEE TEST HOLE LOG(S)
LOCUS MAP
ASSESSORS MAP 49, PARCEL III
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS .
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
INV. IN EI .240 1000 GAL H-10 U 2" PRESSURE PIPE IU u uux
�T 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
375 GAL.+ 5% MIN. PIP, PITCH AND YARMOUTH HEALTH REGULATIONS.
BARB/ER Si�� ALARM ON RCK TO P M HAMI3ER
------------------
F��G RELOCATE
ti _y �42V
EXISTING EXISTING
LEACHING SYSTEM(S)
HOUSE APPROXIMATE LOCATION(S)
TnnP (SEE NOTE 6)
TRASH
STORAGE
LOT 166
L`
FLOAT SWITCH RESERVE (NO LOW POINTS
GUY
IN`� --�_ PRGb�'C15ED
WIRE
4.
UTILITY
POLE 20
A,
6 - 4' x 8'
C4 CUL TEC^ CONrAC70R R ZZO DRAIN PANELS�
STONE
DRIVE
l9 �l o LOT 164
U. , 7,939 SFS
O \�
300
Sic 0
301 \
I CRO \
\ / \
•C PAO o
DECK \�
5r
INV OUT
=EL.21.12
23.02
EXISTING
HOUSE #40
TF=EL.23.02
CRAWLSPACE PRI
1,5
1
EXISTING
HOUSE
LOT 163
4CHMARK
VCRETE BOUND
19.94
3UMED
(NOT TO SCALE)
FLOAT SWITCH RESERVE (NO LOW POINTS
3. VERTICAL_ DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD 0 EL.20.0,
IN`� --�_ PRGb�'C15ED
SETTINGS: PUMP ON $„ EP HOLE
4.
DESIGN LOADING FOR ALL PRECAST UNITS
4" WORKING RANGE N4,fCHECK VALVE
6 - 4' x 8'
C4 CUL TEC^ CONrAC70R R ZZO DRAIN PANELS�
TO BE AASHTO-H10.
� MA
4» MYERS
SUBMERSIBLE MODEL SRM4
5..
THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
J 6F SANE AT 7NEENOs
PUMP OFf 6" 4 10HUAL) MP SYSTEM
BE USED FOR ANYOTHER OTHER PURPOSE.
yea
6.
PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
I (SANDS, LOAMY SANDS)
-'
7.
ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
bvcmEER 727 IN -wirer & L�7PAFYREXYom
6" CRUSHED STONE OR MECHANICAL8_COMPONE
0:00:00-0:11:12
(24 GAL. < 15 MIN.)
NTS_-N.OLTO Br-BACKEII_LEU�R--COrJCEAIF.D.,A'THOU3_--_--- ---- -- ---
J
-- -
_-- --- - - -'- '- -
UnnrT
�A t --015.211 �L1)
PRL1pasnp 5' Cr LEACH FACQIIYANO REPLACE'
INSNEC i ION BY BOARD OF, HEALTH AND PERMISSION OBTAINED
AT 30" EL.20.0
1,000 GALL6W PUMP QYAAYEIEV CLEAN HIED/UM SAND
10 YR 6 8
FROM BOARD OF HEALTH.
REA010kF TREES A5 REC UIREO
FACTORY WATERPROOFED PUMP CHAMBER
9.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
�
P -�- TMP CHAMBER
M B E -t-1
PUMP fi-•{r
10.
11.
PIPE JOINTS TO BE MADE WATERTIGHT.
WATER TEST D -BOX FOR LEVELNESS.
P11 DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
1F••�b
A ENGIRIA,NEERING)
(DOWN CAPE ENGINEERING)
NUMBER OF BEDROOMS: 4
(NOT TO SCALE)
IN`� --�_ PRGb�'C15ED
BOARD
OF HEALTH
D
SD/L AB5tWPA6W SYS7FM
6 - 4' x 8'
C4 CUL TEC^ CONrAC70R R ZZO DRAIN PANELS�
�- : �
� MA
iWTH 4 GIF' SraVE AL GWO 7HE SYDESS
J 6F SANE AT 7NEENOs
PPROVED DATE
AND 4' OF S722NE BE WM..
PRC,B �5' REAIOYAI_ -WIRED
OMED RE 181-1 DEEP
70 B017W B LA1ERSOIL
DEPTH (in,) TH1 ELEVATION
CLASS:
0 22'5
I (SANDS, LOAMY SANDS)
SEE TEST HOVE LOC
A PERC RATE:
SAND LOAM
< 2 MPI (5 MPI DESIGN)
bvcmEER 727 IN -wirer & L�7PAFYREXYom
PRESOAK:
10 YR 4 2
0:00:00-0:11:12
(24 GAL. < 15 MIN.)
R£AYOkE ANY C0VrAA//NA IM SL'A'L W7HIN
8■ N I T 21.8 9":
0:11:12
PRL1pasnp 5' Cr LEACH FACQIIYANO REPLACE'
LOAMY LOAMY SA D BOTTOM PERC:
AT 30" EL.20.0
1,000 GALL6W PUMP QYAAYEIEV CLEAN HIED/UM SAND
10 YR 6 8
REA010kF TREES A5 REC UIREO
18" Ul 21.0 WATER A T 72" EL.16. 5
FINE AND
SEPAL TANK
2.5 Y 8/3 DATE:
2/16/00
96" 14.5 ENGINEER:
MICHAEL SE
P11 DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
WELL INFQ: WELL #: MIW-29
A ENGIRIA,NEERING)
(DOWN CAPE ENGINEERING)
NUMBER OF BEDROOMS: 4
ZONE: A WITNESS:
AMY VON HONE, RS
DESIGN FLOW: 4 BR x 110 G/D/BR = 440 G/D
WATER TABLE ADJUSTMENT: 2.3' EXCAVATOR:
BORTOLOTTI CONSTRUCTION
USE A 440 G/P REQUIRED DESIGN FLOW
VARIANCE ADJUSTMENT: 2.3'/2= 1.2'
SEPTIC TANK:
440 ANK (2) = 880 G/D VARIANCE ADJUSTED WATER TABLE AT TH1: ELA6.5 + 1.2' = EL. 17.7
G/DUSE
PROPOSED 1,500 GALLON SEPTIC TANK
TEST HOLE LOG
LEACHING:
NOT TO SCALE
(I EE DD
o SIDE AREA: NA
C; 4-. iI%
Oct BOTTOM AREA: 20' x 30' = 600 SF
IDES: NA
MAR 3 0 2000
+ BSSF
TOTAL: 600 SF
HEALTt� DEPT.
PROPOSED CAPACITY: 600 SF x 0.74 G/D/SF 444 G/D O.K.
SEPTIC SYSTEM DESIGN DATA
TITLE 5
SITE PLA N
VARIANCE -REQUESTED:
310 CMR 15.405 "CONTENTS OF LOCAL UPGRADE APPROVAL"
OF LAND IN
MINIMUM SEPARATION DISTANCE FROM THE BOTTOM OF THE SOIL ABSORPTION
TO 1 2 ADJUSTED GROUND WATER DEPTH
SYSTEM WEST YAR M O.0 T H M A
RED CED FROM 5' TO 4' (310 CMR 15.405 (i(1)))
,
SITE PLAN Ok ° 3
SCALE: 1"=20' edge 4
02 305
DATE
PREPARED FOR LIZ HEELEY-RAY
ARNF''' � LOCATED AT 40 LAKE ROAD
H. WEST YARMOUTH, MA 02673
OJAL SCALE: -20'-3-00
DATE: 3-3-00
\ ; ;,� REV. 3/14/00 (WETLAND)
J&
�4 20 0 20 40 60 Feet
H. OJALA, P. E., P.L.S.