HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
2.5' DEEP IMPERVIOUS
BARRIER -120 L.F. OF
40 MIL BARRIER
TOP BARRIER=TOP
UNITS=30.4, GRADE
ABOVE BARRIER=30.8 MIN.
OUTSIDE BARRIER RUN
GRADE OFF AT 3:1 SLOPE
N /F
KOPFER
29.7
N /F ; 29.8 9.
BURKE
ELECTRIC
OUTLET
PUMP AND CRUSH EXISTING
- SEPTIC TANK --OFF LEVEL
OUTLET HIGHER THAN INLET.
N /F
BIANCO
30.5
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR "15.212.
2. NO RESERVE AREA IS NOT SHOWN. 310 CMR 15.248.
3. USE ' 6 COVER ' OVER SEPTIC TANK. 310 CMR 15.221 (7).
N /F
AMICONE
12 +1 j
I
x .8 29,�
Y\.120.00 �-�� -- ---,� 0.2 , �-� =--" 2.3
. t, "� 29-,1
OT 391 --G- o y',1 y
12,600±S.F..305 S -VO PAR - 29.16
332' �3111� pR1VE 9,16 2.461
.%, 0,
C....... •:. • ...... :... P AVSD <v x 29?1`x Top oundation
x 30,3 0� 30,0 29.03
1
mss. 11 1 1
0.7
X1311331,0
o I
J- 1
29.7
ck : 1 O
1 Ex. De 1 1 _� )
20' i .......... z Z ..
31.5 �1-W x 30.4 1
11 O 1 1
111 J Z 111 II x 9.
0 1 3 3
�. `
-^LI
3.L 2- m""-31,4 x 3 ��-�
l-aJ� x 1\� 8,93
16'
3if.
li 1 �1 11 31.1
1 1 1 1 1
Ex. 11 1 11 TH 1
1 1 1 1
ed:. 1 _ 1 - 30.9
` 3L4 2 9.4 4
30.8 01,0
X 3 0.5��.r�
BENCH MARK --SOUTH CORNER
CONC. BULKHEAD=31.39 ASSIGNED
2 PIECE 1000 GALLON
H-10 PUMP CHAMBER
W/ SEALANT Quick Disconnect/
DRILL 3/8" WEEP/VENT HOLE Union
Recommend Floats re-
placeable from top /2„ PVC
29.30 Alar 32"
Invert On 25" Check .Valve
Off -121 "
ff 21" el. 26.88
24.80 6" STONE UNDER
Bottom "
PERFORMED BY:
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS`
x 9.5 x 31.4
EXISTING- & PROPOSED ELEVATIONS ('X'. MARK
/--6-�
EXISTING CONTOUR
gam---
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)
1 �
1
` 30.9
:3u6 I 829.17
31.0
1
x 30.8 x 3 I 11
312.00'
K � / I
N F ► Ex,02
31.3 LAFONTAINE
BENCH MARK --TOP OF PK NAIL
32.0 IN PAVEMENT= 29.17 ASSIGNED
HOUSE (19'-6" OFF CENTER NEAR CATCH BASIN)
EXIST.
NO, 11
JOB NO. _Y16-29
NOTES Richardson.dwg
1. LOCUS IS A.M. 77, PARCEL 186. FB32/21 SB14/18
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 GRADE(SECURE COVERS) --1 ON TANK, 1 ON PUMP CHAMBER.
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.
Invert 30.08
Existing PVC
Invert 29.98
Existing PVC
S=1 /4"/ft Provide 6" c
Proposed
I NOT TO
SCALE
LOCATION MAP
TEST HOLE 1
DEPTH (inches) ELEV.(fee-t.)
0 30
TEST HOLE DATE:
September 29, 2016 9+•
PERFORMED BY:
Ron Cadillac, Soil Evaluator
WITNESSED BY:
Amy Von Hone, RS, CHO
PERC RATE:
.<2'-00" /inch (C layer) o
SOIL SURVEY(1993):
Carver coarse sand °'
GEOLOGIC MAP(1986):
Harwich outwash plain deposits 28"n' 28"
Invert 29.39
21 ADS ARC 36LP
Existing
Invert 30.07 CHAMBERS
Use Gas Baffle
Effluent Filter
70"
Proposed Top Units=30.37
:over see detail
@ Filter Cloth
S=1 /8"/ft f� 3 Max.
Fin
B layer 1Oyr 5/8
loamy sand
C1 layer 10yr 6/6
loamy fine .sand
C2 layer 2.5y 7/4.
medium sand
water __
r:.
25.1
i Invert 29.64 1500 Gal. P
I Existing Septic Tank
min. TT��r - Inspection Port
131" -observed -20.0
25.06 1 Sanitary
Bottom `�h,. Tee
3.8" 136" 19.6
I
I Invert 30.24 Invert 30,02 I 29'7
1 » Proposed Pr osed
I I 6 Stone or compact I I I I qp
1 4' Bottom BASEMENT FLOOR=25.5 WITH SUMP
I , I I , I 1
7'!J'-- 17 ~5 -I 4-4'
N
2' I Design Water Table=25.7 PUMPS. USE 25.7 FOR WATER TABLE.
gHigh
i I i
5 Ground Water=24.2-
, IT4.2'
DESIGN DATA rn
USGS Adl'ustment
eptember 2016
BEDROOMS: 3
ash 29 Zone B
Observed Woter=20.0
GARBAGE GRINDER: No
REQUIRED CAPACITY. 330 GPD __ _ _---------.
LEACH AREA - _ -- ---- --- - - , - ---- - ----- ---
PROPOSED SEPTIC TANK: 1500 GAL.
USE 21 ADS ARC 36LP CHAMBERS
EFFECTIVE LEACHING AREA: 496.6 SF
IN AN 8'-6" WIDE BY 35' LONG BY
4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT
3.8" DEEP BED, AS SHOWN.
21 UNITS X 24 SF/UNIT=496.6 SF(EFFECTIVE)
> >
5 REMOVAL & 2.5 DEEP BARRIER
DESIGN CAPACITY: 367.5- GPD
DO 5' ALL AROUND AND UNDER REMOVAL
[(496.6 SF) X .74 GPD/SF]
DOWN 8" TO B LAYER. USE IMPERVIOUS
PUMP CHAMBER RESERVE CAPACITY: 330 GPD
BARRIER, AS SHOWN.
DOSES PER DAY- 4
BUOYANCY CALC'S-1000 GAL. H-10 PUMP CHAMBER
ALARM & PUMP NOTES WEIGHT OF EMPTY CHAMBER AND AVERAGE 10" COVER
1. ALARM TO BE WIRED BY ELECTRICIAN ON CHAMBER= 4.15 ETON (PER ACME-SHOREY)
SEPARATE CIRCUIT FROM PUMP. 10' COVER= .83 X 4.83 X 8.5 X 0.055 TON/CU. FT.
2. ELECTRICAL WORK TO BE INSPECTED BY 10" COVER=1.87 TON
WIRING INSPECTOR. TOTAL= 4.15 TON + 1.87 TON = 6.02 TON
3. ALARM TO BE LOCATED IN HOUSE, WEIGHT OF WATER= -HIGH GROUNDWATER DOWN
4. PUMP TO BE CAPABLE OF PASSING (25.7 -24.8) X 4.83' X 8.5' X 10.0312 TON/CU. FT.
1-1/4'" SOLIDS AND INSTALLED IN STRICT WEIGHT WATER= 1.15 TON
CONFORMANCE WITH MANUFACTURER'S TANK AND 10" COVER ARE HEAVIER BY 4.87 TON.
SPECIFICATIONS.
5. USE MEYER SRM4, 4/10 HP PUMP, OR
EQUIVALENT.
6. TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP:
-PROVIDE -UNION/DISCONNECT IN 2" PVC THIS PLAN IS A VALID COPY ONLY IF IT BEARS
LINE AT TOP PUMP CHAMBER SO PUMP AN ORIGINAL RED STAMWqA ATURE.
CAN BE REMOVED FROM TOP OF TANK.'
-RECOMMEND FLOATS BE ATTACHED TO 2"
PUMP UNE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER.
/ �St%OFdfAs ' ZHOFMAS
Permit valid for REPAIR OF SEI'IIC Sl'SI'F:M �° RONALD Gm �° RONALD GN
ONLV_ diie to State and I .oval septic variances. JAMES > JAMES
Board of health review and approval is required Ior CADILLAC �CADILLACv
v future additions/renu%ations/alterations to #1060 O _P
PO
S POliV"Age faeilities and/or structures/dwelling• �CISTER� Cq �FSSN oQ-
_SANI7ARIP� `i`z40 S, URVEq -
Yarmouth Health Department
�
APPROVED
mc` Date HEALTH AGENT APPROVAL
.DATE
BUOYANCY CALC'S-2 PIECE 1500 GAL. SEPTIC TANK (H-10) DEN
WEIGHT OF EMPTY TANK AND AVERAGE 6" COVER
CHAMBER= 6.00 TON (PER ACME-SHOREY) BATH
6" COVER= 0.5' X 5.67' X 10..5' X 0.055 TON/CU. FT. BDRM BATH DNRM KIT
6" COVER=1.64 TON
TOTAL= 6:00 TON + 1.64 TON = 7.64 TON
WEIGHT OF WATER --HIGH. GROUNDWATER DOWN
(25.7 -25.06) X 5.67' X 10.5' X .0.0312 TON/CU. FT. BDRM LVRM ENTR
WEIGHT WATER= 1.19. TON -
TANK AND 6" COVER ARE HEAVIER BY 6.45 TON.
SITE PLAN
FOR
FLOOR PLAN NOT TO SCALE
PAIGE 8c LEROY RICHARDSON
LOT 3911 7 CAPT. DORE RD, S. YARMOUTH, MA
NOVEMBER 3, 2016 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 PAGE 1 OF 1
2016 B1' R.J. CADILLAC