HomeMy WebLinkAboutEngineered Plan - 2018ALWAYS DIG SAFE PRIOR TO CONSTRUCTION UTILITY LOCATIONS SHOWN INCOMPLETE.
OPTIONAL LEACHING
USE 2 H-20 500 GALLON DRY WELLS
SET 8' APART WITH 4' STONE ALL AROUND ',18.20 N/F
TO MAKE A 33' X 13' X 2' LEACH AREA.
DO 5' REMOVAL FROM 14.9 DOWN TO 14.0± MERINO
, -:.: ,*REPLACE WITH TITLE 5 SAND. 453 GPD a
NO VENT. NEEDED.
/::::::�::::::..� 1 .9 17,77
:::.:.:. SCALE: V'=20'
�-
r::::::7.6
t•:::::•..� 0 ............�
`•::•::•:•:::•: � �........ � 7.32 �Q
�......... .:::::::� x 17,3/
14.90. c .: • :� '
) 0 j `
Inverts �a�¢;:: i::::' 1 .49
:::: 3• % ::::. r
t \
� F
11; 8.47 \
� F
BENCH MARK --MAG NAIL SET
IN PAVEMENT=20.00 ASSIGNED
(ON E. EDGE DRIVE RANGE UNE & 0.6OFF E.O.P.)
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212.
2. USE 4' OF COVER OVER LEACHING AREA. 310CMR 15.221(7)
EVEN OUT GRADES IN YARD,
AS SHOWN
PROVIDE SCREENED VENT
N /F -
LEI TCH
EXISTING FLOOR PLAN
NOT TO SCALE
JOB NO. Y18-01
NOTES Johnson3.dwg
1_- LOCUS IS A.M. 132, PARCEL 100. FB33/42 SB14/40
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE. X(OUTSIDE .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
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 25 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
1S TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
BENCH MARK -TOP, BACK, CENTER
SEP11C TANK=17.86 ASSIGNED
BDRM
BDRM
19.95±
m Foundation
9" min. -cover I
Existing
i 1000 Gal.
NOT
®®P
Teri
LOCATION MAP
TES T HOLE 1
DEPTH (i. ches) ELEV.(feet)
0 17.3
11"
TEST HOLE DATE:
LEGEND
' TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 x8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,--6---
EXISTING CONTOUR
8-----
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN) /
EVEN OUT GRADES IN YARD,
AS SHOWN
PROVIDE SCREENED VENT
N /F -
LEI TCH
EXISTING FLOOR PLAN
NOT TO SCALE
JOB NO. Y18-01
NOTES Johnson3.dwg
1_- LOCUS IS A.M. 132, PARCEL 100. FB33/42 SB14/40
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE. X(OUTSIDE .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
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 25 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
1S TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
BENCH MARK -TOP, BACK, CENTER
SEP11C TANK=17.86 ASSIGNED
BDRM
BDRM
19.95±
m Foundation
9" min. -cover I
Existing
i 1000 Gal.
NOT
®®P
Teri
LOCATION MAP
TES T HOLE 1
DEPTH (i. ches) ELEV.(feet)
0 17.3
11"
TEST HOLE DATE:
Jan. 25, 2018
PERFORMED BY:
Ron Cadillac, Soil Evaluator
WITNESSED BY-
Amy Von Hone, RS, CHO
PERC RATE:
<1'-00"/inch (C layer)
SOIL SURVEY(1993): Carver loamy coarse sand 40"
GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
Q-)
6 HIGH CAPACITY 58»a
Invert 16.60
INFILTRATORS
Existing
H-20
Use Gas Baffle
Invert 13.84 Top .Units.=14.25
Proposed Top Peastone/
H-20
Filter Cloth=14.2
S=3/4"/ft3"
Max. „
S /ft �Lnspection Port 118
m'n8 r I
LSeptic Tank f ---------_ 11
---------J
T
12.9
Invert 14.01 Invert 13.84 4 1 Bottom
6 Stone or compact Proposed Proposed j
�-- - 45 -i High Groundwater=8.82
0 1.32' USGS Adjustment
January 2018
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN 0 -GI ED STA P D SIGNATURE:
F \�H of /ngs�H of atg,98
c
c
RONALD tiG�v RONALD %P
JAMES
JAMES �t o JAMES
o
I " CADILLAC " CADILLAC `n>
j O 1 # 1060 0 Opa# 35779��,
GISTS SFS S`°
4NITAR�P
HEALTH AGENT APPROVAL -DATE
Observed Water=7.5
-DESIGN- DATA- -- - - -- -- -- _
BEDROOMS: 4
GARBAGE GRINDER: No
REQUIRED CAPACITY: 440 GPD
EXISTING SEPTIC TANK: 1000 GAL.
TOTAL LEACHING AREA: 626.4 SF
BOTTOM AREA: 48' X 10.83=519.8-1.7
SIDE AREA: (48' + 10.83')2(.92')=108.2
DESIGN CAPACITY: 463.5 GPD
[(626.4 SF) X .74 GPD/SF]
��0 iIWA 1
A 11yer
sandy
2.5y .2/2
loam
B layer
2.5y 6/6
sandy
loam
It j
C Iyer
7.5yr 6/6
coarse
to fine
sand
_ob
er_v_d water _
USE 6 INFILTRATOR HIGH CAPACITY 20
CHAMBERS SET .5' APART AT D-�BO AND
2'-9" STONE AT ENDS AND 4' OF *ONE
ON THE SIDES .TO MAKE A 48' LONG BY
10'-10" WIDE BY 11" DEEP LEACH BED.
Permit valid for REPAIR OF SETTIC SYSTFI'"
ONLY, due to State and I.oeal septic variances..
Board of'Ilealth review and approval is required Im'
any . future additions/renoN iiionsialierations to
sewage facilities and/or structures/dwelling:
Yarmouth 11C 0111 Ok-P-1+rtment
APPROVED/
n� SITE PLAN
4NaeL
Date FOR
BETSEY JOHNSON
14.0
7.5
5.1
LOT 289 10 BELVEDERE TERRACE, YARMOUTHPORT, MA
JANUARY 31, 2018 SCALE: 1"=201
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARI N
P.O. BOX 258
WEST YARMOUTH, MA 02673
2018 BY R.J. CADILLAC (508) 775-9700 PA ^ E 1 OF 1
'