HomeMy WebLinkAboutEngineered Plan - 2018N /F
T. 0. Y.
19,94
I.P.Fnd� `5
X 20.7a
v 22,11
Approx. Location
from Tie Card
�0 2
23,6
c�- 2 4, 3
23,3
_ 233 �5. � l_S
X 11
4.71
I �
I --A N
.o
X
13,
I �
0
X
I Q 7 6'
I �
6�P
X 22,8 �0, --__
X 17.3' x 23. 96 0 24.0
I ��X 26,6 27.7�(
7 c
-�\ -9
2 22,3�.50 Vent
X 18.8 13 Hickory
1,4
�21,4 0
TH 0 6
26
7160
I Contours not
shown in y,
--� I terraced areas
'I
CP
CO
Q
� Q I
dD w
I
o
% Y Re
5 4 COnc•
Wall
Q tBM -CORN. CONC.
WALL=8.5 FROM
1991 DOCK PLAN
(PRNA.-VE
JOB NO. Y18-06
NOTES I Nevins.dwg
FB 33/59 Folder
1.
LOCUS IS A.M. 127, PARCEL 41.
Merchant
2.
ELEVATIONS SHOWN ARE BASED UPON j 1991 DOCK PLAN --MEAN LOW WATER=0.0
q�e
3.
LOCUS IS IN FLOOD ZONES AE(EL9) AND X(< 0.2% RISK) ON FIRM DATED JULY 16, 2014.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1 /4" PER FOOT. (UNLESS NOTED)
5.
MUNICIPAL WATER IS AVAILABLE, LOTS WITHIN 100' ARE ON TOWN WATER..
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
NOT TO
SCALE
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED,
LOCATION MAP
COVERS: BUILD UP COVERS TO 6" BELLOW GRADE--2 ON TANK, 1 ON D-BOX, 2 ON LEACHING
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1 /2" WITH 2" MIN. 1 /8 TO 1 /2" PEA STONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR { R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW; FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
W AY )
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
TEST HOLE 1
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT,
14.
ALL CONSTRUCTION TO MEET TITLE 5 'AND LOCAL REGULATIONS.
1
DEPTH (inches) ELEV.(feet)
21.4
19.65
11.4
Invert 18.50 Invert 18.30 16.3
6" Stone or compact Proposed Pro posed I 4.9 Bottom
p ,
' 1/21,3 j� x 21,1 BENCH MARK --NE CORN. OF i-�-10' Bottom TH1=11.4
x BOTTOM STEP = 21.87 ASSIGNED I 1 +
0 , 4 I I <
DESIGN DATA Q
NO %y0BEDROOMS:4
n
• • .. / � � ` f GARBAGE GRINDER: No
/ Q 35 S� o s 9 i-
REQUIRED CAPACITY: �i 440 GPD LEACH AREA
as x PROP. WORK LI M'I T -SILT FENCE EXISTING SEPTIC TANK: ; 1000 GAL. USE TWO DRY WELLS SET 8' APART .WITH
x 17 6 I LEACHING AREA: 606.7 SF 4 �OF STONE ALL AROUND FOR A 33 X
1 12 -10 X 2 DEEP LEACH AREA,
/ 7 " • • I GRADING NOTES BOTTOM (12.83 X 33 )=423.4 SF
": DUE TO THE SEVERE TOPOGRAPHY SIDE: (12.83'+33')2 X 2=183.3 SF
�\ 1 O0� ON THIS LOT AND THE LOCATION DESIGN CAPACITY: 448.9 GPD
14 , 2 0c� IN x N /F it LEF THE ACHING NG XIS TING PROPOSEDC 18ANOFF [(606.7 SF) X .74 GPD/SF]
0 14,6 SMITH THE PRIVATE WAY. REMOVAL OF
S c \ Oct 14.47 _ 14.4 THE HICKORY AND SOME GRADING
/ea \ e/0 / ® 4 IS PROPOSED IN OUR HALF OF THE
--14,2 I �Q: c�/ IJ PRIVATE WAY.
20, I Ret a�/0 X L1 A HYDRANT IS LOCATED ACROSS
THE STREET.
I
'S ) x 8,9 I
S -
5 3 WId' Ret 6- x 7,6 j
a�n , wall x
83
^�
MOST TIMBER RETAINING LOT WALLS APPEAR TO REST ('V ^
ON CONCRETE FOOTINGS \ ^ 2
19,440±S.F, Rec. Plan) -
\ 4
SALTMARSH
y 2
O
/O (o Oi 21�4- 7 J
1' 21 6 21,4 _ J
18" '0 a k 2
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
�✓ WATER LINE MARKINGS
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
----G___ GAS LINE MARKINGS
x 9.5 X 8,7 EXISTING & PROP. ELEV. ('X' MARKS POINT)
EXISTING CONTOUR
8 PROPOSED CONTOUR
S� UTILITY POLE (IF SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 7/30/20187-WORK LIMIT & COASTAL BANK ADDED
wE�R
MILL
z 4
----->< 4.30
STREAM
BENCH MARK --TOP MAG. NAIL
C 7 IN PAVEMENT=26.15 ASSIGNED
Approx.
Old Leaching
TEST HOLE DATE: May 23, 2018 0
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, 'RS, CHO
PERC RATE: <2'-00"/inch (C layer)
SOIL; SURVEY(1993): Carver coarse sand
GRADE CHANGES GEOLOGIC MAP(1986): Harwich outw.ash plain deposits
21"
ARE PROPOSED Invert 18.64f 2- 500 GALLON DRY WELLS
Gas Baffle Invert 18.33 USE H- 0000VERS 36"
Proposed Top Conc.=19.1
- - _ Top Peastone/
Filter Cloth=18.7
Existing /Use
1 /8"/ft+ 6" Max.
S=1'/8 /ft+
1000 G.aI.
Septic Tank
L_------ ------ 24"
120"
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
N OF MgsS9
�g RONALD RONALD s�
JAMES o JAMES u
CADILLAC i i" CADILLAC
#� 1060 � �# 35779 r >
�FGIS7E��O Sulv��0�
�ANITAF��P�rtil7ln
HEALTH AGENT APPROVAL DATE
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
j 1. VARY LEACH AREA TO PROPERTY LINE BY 8.5' (1.5' PROVIDED).
VARY LEACHING TO BASEMENT BY UP TO 3'-3" (16'-9" PROVIDED)
I 310 CMR 15.211 (1).
2. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248.
3. VARY LEACHING TO WETLAND BY UP TO 28' (72' MIN. PROVIDED),
LOCAL REG.
4. PROPOSED MAXIMUM COVER OVER LEACHING=4.4'. (VENT & H-20
COMPONENTS PROPOSED.) 310 CMR 15.223(2)
' Permit valid for REPAIR UI SEP-I IC SI'S'fl•:; I
ONLY, due to State and Local septic variance
Board.of health review and approval is required h r
any future additions/reiim ations/alterations
i, sewage facilities and/or stru(tures/dsselling.
I
Yarmouth Health Department
it
{ SITE PLAN Name irate
FOR -
i JOHN W. & ANNE K. NEVINS, TRS.
i
LOT 41 35 MERCHANTS AVE., YARMOUTHPORT, MA
MAY 30, 2018 SCALE: 1 "=10'
i
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
C 2018 BY R.J. CADILLAC PAGE 1 OF 1