HomeMy WebLinkAbout42.158.2 - Site PlanN /F
SCHWELM
EXISTING
RESEED
REV.
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W-
PROPOSED WATER SERVICE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
WJE
UNDERGROUND ELECTRPC WIRES (IF MARKED)
9.5 x 8,7
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)
REV.
7/24/12 --FOUNDATION
RAISED
1/2'
REV.
5/4/12 --LOT 12 ONLY
SHOWN
FOR CONCOM
NOTE SCALED FLOOD LINE
FROM FILM DIFFERS FROM
GROUND ELEVATIONS
i
*SEE PETITIONERS PLAN FOR CASE NO, 13018 FOR THESE DIMENSIONS
NOTES „`-"
KingLotl2,dwg
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SB12/6,
2. ELEVATIONS SHOWN ARE NGV029 BASED UPON TOWN MONUMENT N0, 11,
3. LOCUS IS IN FLOOD ZONE All(EL. 11) & B ON FIRM DATED JULY 2, 1992.
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 GRADES --2 ON TANK, 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 CESSPOOLS, 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.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
13.6 SOIL SURVEY(1993): Carver coarse sand
Bottom Flood
Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits
Vent= 11.6* Invert 9.55Invert 9.10 32--QUICK4 PLUS STANDARD
Proposed PVC Use Gas Boffle LOW PROFILE CHAMBERS
Top Slab Invert 8.85
min. cover Proposed
S=1 4 /ft Top units -9.17
Proposed S=1/8"/ft ®Filter Cloth
Invert 9.35 1500 Gal
*Flood Vent May i Proposed Septic Tank -- -----`-1 3"
Not be required I �-
Invert 8.78
Invert 9.02 Proposed 8.5
6' Stone or compact Proposed p 3" 1 5 sottonj
10' I �`. I I N I 2' I Level
$',---I HI h Ground Wdter-3.5
i I I NI 5 1.1' OF 1.7' USES AcIpstment
N 7' Provided Using MASH29
DESIGN DATA March 2012 --Zane A•
OB ER En WATER=2.4
BEDROOMS: 4 *Lotus Is within 300' of Run Pond
GARBAGE GRINDER: No Shrub Meadow Swarnp
LEACH AREA
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL. USE 32 INFILTRATOR QUICK4 PLUS STANDARD
EFFECTIVE LEACHING AREA: 605.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A
4.73 SF/LF X 4'/UNIT=18.92 $:F/UNIT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE) LEACH AREA, COVER WITH FILTER CLOTH.
DESIGN CAPACITY: 448 GPD ,
E(605.4 SF) X .74 GPD/SF] 5 REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 360f TO MEDIUM SAND.
NG
12
LY.
IIS PLAN IS A VALID COPY ONLY IF IT BEARS
I ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
CHRIS & DIANE KING
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4"
14"
36"
86"
120"
0 layer
Elayer t0yr 5/2
loam sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 7/3
medium sand
observed water
9.6
C_
2,4
-0.4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
a6"
42'
82"
120"
0 layer
E layer 10yr 572
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium 'sand
observed `water
LOT 12, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, 'MA 02673
(508) 775-9700
9.1
6.1
2.3
-0.9
2012 BY R.J. CADILLAC PAGE 1 OF 1