HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN IN
20.00
\\ L
\ 16.9 I
\ \ Lu
\ I
\ Lv
\ - 117
\ 16.90
PLETE.
NO GRADE CHANGES
ARE PROPOSED
FLOOR PLAN
NOT TO SCALE
BASEMENT HAS TWO UNINSULATED ROOMS
W/O CASEMENT OR DOORS
JOB NO. Y15-08
NOTES Hedlund.dwg
1. LOCUS IS A.M. 23, PARCEL 126. Folder SB13/68
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONES X ON FIRM PANEL 0569J 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, 1 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
IS 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.
T 28
rn
r�
o
NOT TO\ rcd.
SCALE V
LOCATION MAP
HAND BORING 1
DEPTH (inches) ELEV.(feet)
0
TEST HOLE DATE: April 8, 2015 10"
PERFORMED BY- Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
19.96± PERC RATE: <2'-00"/inch (B layer) iv
Top Foundattion SOIL SURVEY(1993): Carver coarse sand 32"Q „
GEOLOGIC MAP(1986): Harwich outwash plain deposits 32
Invert 16.95
Invert 15.68 21 ARC 36LP CHAMBERS
Existing
Proposed Invert 15.38
Use Gas Baffle Top Unit s=15.67
Proposed
S=7/8"/ft Use 6" cover ® Filter Cloth
Proposed S=1/8"/ft min. S=1 8" ft 3" Max.
Invert 15.93 1500 Gal. mi / Jl(�r Inspection Port 96,>
Proposed Septic Tank----_----_�
101"
Invert 15.32 15.0
Invert 15.55 Proposed 4' Bottom
6 Stone or compact Proposed
I I I I I 4'
i- 15' �-- 9' --t I N f -1'-I High Groundwater=11.0
I I I I I_ I ,
CD 4 1.6' USGS Adjustment
mMashpee 29 --March 2015
DESIGN DATA Zone B
Observed Water=9.4
A layer 10yr 3/3
sandy loam
B layer 10yr 6/8
loamy sand
C layer 2.5y 6/4
medium sand
BEDROOMS: 3
_ - GARBAGE GRINDER:--.--- -- -- _ No
LEACH- -- _- -
--AREA
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 21 ADS ARC36LP CHAMBERS (3.8" INVERT)
EFFECTIVE LEACHING AREA: 496.65 SF SET IN 3 ROWS TO MAKE A 35' LONG BY 8'-6"
4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT WIDE BY 3.8" DEEP LEACH BED.
21 UNITS X 23.65 SF/UNIT=496.65 SF(EFFECTIVE)
DESIGN CAPACITY- 367 GPD
[(496.65 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORI%[A-L-� STAMP ,ANVS7QI`JATUR-E\.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212.
2. VARY COVER OVER TANK BY 3". CMR 310 15.228(1)
SITE PLAN
FOR
HAROLD G. & GERD
1 7.4
I
14.7
,4
.0
Permit vali8 for REPAIR OF SEPTIC SVST EM
'ON LVi. due to State and Local septic .variances.
Board of tfcalth review and approval is required for
any fuO;re additions/renovations/alterations to
sewage facilities andlor structures/rlsvelling.
Yarmouth 1,ealth Department
APPk )VEDA Yv
ame' Date
LH -EDU -N
LEGEND LOT 34, 8 LENOX ROAD, WEST YARMOUTH, MA
�N OF l✓lAs �(H OF At,,
HB 1 HAND BORING LOCATION, NUMBER ��3 S9cSqc "=20' ,Ls�Mu\JL
W WATER LINE MARKINGS RONALD RONALD y�s���°� . RONALD ti��� APRIL 13, 2015 SCALE: 1 = 20
E OVERHEAD ELECTRIC WIRES (IF SHOWN) a JAMES o JAMES � ;, APR 1 4 2015
G GAS LINE MARKINGS CADILLAC CADILLAC
# 1060 # 35779 �r
x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 'PF o� _ I : '` I H DEPT
/STAR ESS RONALD J. CADILLAC, PLS, RS, P.C.----- ,
-6 EXISTING EXISTING CONTOUR SgNITaR\P_r��vt
B- PROPOSED CONTOUR ' P PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
0 UTILITY POLE (IF SHOWN) P.O. BOX 258
IE EXISTING DRAINAGE CATCH BASIN WEST YARMOUTH, MA 02673
x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE O (508) 775-9700 PAGE 1 OF 1
C 2015 BY R.J. CADILLAC