HomeMy WebLinkAboutEngineered Plan - Rev. 2001lit
SYSTEM PROFILE TEST HOLE LOGS
70P FNDN EL, " NOT TO SCALE)
ACCESS COVER TO WITHIN 6OF FIN. GRADE ( PICK JUDD, RS
ACCESS COVER (��ATERTIGH'i) TO ENGINEER:
r /
WITHIN s" OF FIN. GRADE v TEMWITNESS: AMY VON HONE, R$
MINIMUM .7S OF COVER OVER PRECAST /` 2� SLOPE REQUIRED 0 ER SYS =23.5 ED PEAS ON DATE:6/7/01
FROM HOUSE s RUN PIPE LEVEL 2" DOUBLE WASH.._.
21.91' FOR FIRST 2' \ 21.0' PERC. RATE = < 2 MIN/INCH
INVERT AT XI PROPOSED 1
XSSPOOL FROM ---
;ARAGE 500
HOL2'1
GALLON SEPTIC 21,16' a n;' ( CLASS I SOILS P# ---------.
.41' TANK (H- 10 ) � 20.5' " 20.5' , "2' 0 SIDES_-••
GAS ;
BAFFLE 20.67' �' j Q ELEV.
MIN 2'
2 -_9: SLOPE) \_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15,221 (2))
F
$
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14" g, QI 18.5'
-'
DEPTH OF FLOW 4' MIN
TEE SIZES: (? � SLOPE)
_.
3 4" TO 1 1 2" DOUBLE WASHED ST01`11_
/ / '
-
g„
,�
1 a:
INLET DEPTH _
(� I OUTLET DEPTH 14»
' `�
FOUNDATION--- 25' SEPTIC TANK 18 D'
BOX
LEACHING
2'' FACILITY
30,.
10.4'
PINE STi� EET BENCHMARK: SPIKE IN
52��
UTILITY POLE ELEV. 26,30'
_
EQGC
PERC
_QF _EAYE_-� 541 -,_ _----_-�-__----�25. -6-'25.•29. ____ - .----�-}-2b--i7-_-----------------
--} 25.30
_ 25.561@2,6.88 UTILITY POLE +2
_
-
®25.19 GUY WIRE 25
+25.17 C -@-Z5.62 UTILITY POLE
,r HY RANT 24.77 PARCEL 5 1 76.00'
02j4.34
31 } 24.31 PAR ;EL 4
+ANNTROWBRIDGE
,.
1 56
A
f SL
1OYR 3/2
BW
LS
1OYR 5/6
j C1
M/COS
2.5Y 6/4
C2
F -M SAND
2.5Y 7/3
i
L
tiY 7. 14,679 SF± 1 23.63 30` MAPLE N/ D
- 25.4 0.34 ACRESt 1, _--'"�� NO WATER ENCOUNTERED
6 WADE NO
�13 38DGE
1r TH 3
23.5 5 f - APPROXIMATED FROM 1AD MAP
1.23.67 \ �' ,S F,TIC DESIGN: (GARBAGE DISPOSER
IS. NOT ALL 01✓• CD ) 1. DATUM 1S
c�TI N
+2 - ----D
1
1,1 �i_� r nn t._ 4 ^Q _ )Nl I ? VV E IS
GRAVEL D� •,r .. _ - _ -- - - - _ --
1 n _ 2 MI AT R £ FOOT.
C L : IS G
.\ -} 4.06 -23.28 DRIVE/PARKING ` L 44Q _
-- a US.: A GPD DESIGN F..OW 3. MINIMUM PIPE PITC? I I BE 1/8" E✓ErZ
. , y 4. DESIGN LOADING FOR ALL PRECAS UNITS TO BE AASHO H-_10_
2 6 +23.49 �� ., +\23.65 0, SEI TIC TANK: 440 GPD ( Z ) =880
g
S - � 5. PIPE JOINTS TO BE MADE WATERT GHT.
23.67 METAL h
s3 CESSPOOL US `". A 5�0_ GALLON SEP i IC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
O sz A covER ENVIRONMENTAL CODE TITLE V.
PROP. 20'x 12' ADD'N
.5. 9
' 98 -I-- LES' CHING:
'I\2 1 , 23. +25.31
- \� ! APPRCX, LOCATION � 2(40.5 + 9.$3) ?_ (.74) 149 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
/ S DES: USED FOR LOT LINE STAKING.
864" PVC FROM GARAGE 40.5 x 9.83 (.74) 294
/
-
.23 3 ' 1
Os 4,87 8. PIPE FOR SEPTIC SYSTEM TO SCF. 40-4" PVC.
TOP CND, BC ;IOM:
+24.04 ELEV.-26.8 6' 2x;ER)��2
9. COMPONENTS NOT TO BE BACKFI LED OR CONCEALED WITHOUT
� INTO', -AL- 599 ST. 443 GPD
EL.91' OLDSHED INSPECTION BY BOARD OF HEALT AND PERMISSION OBTAINED
FALLING Dowty US: 6 H-20 HIGH CAPACITY INFILTRATORS WITH
'� 213 ,` O ��\ 24.67 EXISTING , 4 9 3,5' -STONE AT SIDES, 1.5' AT ENDS AND 14" UNDER FROM BOARD OF HEALTH.
GASB^ F� gARN/GARAGE.95 _ 10, PUMP &REMOVE EXISTINGCESSP OL(S).
Obo
RD.
' x
PINE STREET
LOCUS
LOCATION MAP
NOT TO SCALE
ASSESSOR MAP 70 PARCEL 5
20.9' ZONING DI TRICT: R--40
YARD SET ACK5:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN RE -
FLOOD Z t NE: C
PERCENT COVERA E ALLOWED: 25%
EXIST DWELLING A D BARN: 1179 SF (8%)
PROPOSED ADD'N: 200 SF (1.4%)
10.4'
`X2 6
PARCEL 6
N/F GEORGIA PAPPAS
`\+-25.46
LOCATIONS OF UTILITIES ARE APPROXIMATE. CONTACT
DIG -SAFE PRIOR TO ANY EXCAVATION,
TITLE 5 SITE PLAN
l;
100.0 PROPOSED SPOT ELEVATION OF
34 STATION ,VENUE
100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:
� F100 PROPOSED CONTOUR CV w C= Q- (SOUTH) Y R M O U T H
� II
--- 100 EXISTING CONTOUR ^ z PREPARED FOR: SHARON THERRIAULT
. �Lv 4
_ 20 0 20 40
MA SCALE: 1,. = 20' DATE: UNE 25, 2001
f A PROVED DATE EV. 7/20/01 (ADD'N)
*` off 508-362-4541
fox 508 352-9880
I'd OF of ha,llq
Clown Cope engineering, 'r- ��� q n �� ARNE
ARNE H. yG H.
OJALA `OJALA
CIVIL ENGINF^ER D. � Cl L N ssas o
LAND SUR \;1 _ Y i7 R S ,o No: 7s2 �°RFs 5T
;7 2_qlO�
939 Main st. yarmouth, mct 0267 OJALA, P.E., P. L. DATE
-
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