HomeMy WebLinkAboutEngineered Plan - 2017C, ALWAYS DIG SAFE PRIOR
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MAIN FLOOR
BASEMENT
BENCH MARK--STREET-SIDE BONNET
BOLT ON HYDRANT=13 36` NAVD88
0 (RM 20) F�
CONSTRUCTION --UTILITY LOCATIONS SHOWN tNCOMPLETE.
t
BENCH MARK --TOP MAG. NAIL
SET IN PAVEMENT= 8.66 NAVD88
(1'-6" West of House Range Line)
F
TAN GLEW001
r
/ �• 11.5
11,9 11.6
/ /10,4 11.6 O�
/ 10.27
11.5
/ 10.25
/ 11.4
/l
/10,fQ x 11.1
/ 10.5
x 122
10.15 C
`,L a °Nc \� 11,5 - x 12,2
O -x 10.4 011?/
{� A5�
KITCH.
LVRM
DNRM
M
102
N /F
WEIDHAAS
tp
8.08
'SJ 8,6
DO NOT FILL
EXISTING
SWALE
NOTES Bernhardt.dwg
1. LOCUS IS A.M. 30, PARCEL 97. F833/06 Folder
2. ELEVATIONS SHOWN ARE CONVERTED TO NVD88 USING VERTCON.
3_ LOCUS .1S IN FLOOD .ZONE AE(EL 11) ON FIRM DATED JULY 16,.2-014-
4.
6,2014_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 --3 ON TANKS, 1 ON D -BOX, 1 ON LEACHING
1.0. STONE. TO BE DOUBLE WASHED 3/4 TO 1 1/2"' WITH 2" MIN. 1/8 TO 1/2" .PEA .STONE ON TOP.
1.1. 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).
1.3. 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.
TEST HOLE 1
DEPTH(inches) ELEV.(feet)
0 - 10.2
A layer 1Oyr 3/3
sand loam
P
jN �F I `° , .3------ r
QUELL DESIGN DATA
5.4
tsottom 11`11=a.13
1.3' USGS Adjustment
Mashpee 29 April 2017
Zone A
Observed Water=2.5
BEDROOMS: 4
_ GARBAGE GRINDER DISCONNECT -- __ -.__.LEACH -AREA=--
4.7
REA= 4.7 REQUIRED CAPACITY: 440 GPD
SEPTIC TANKS: 2000 GAL.* USE 27 ADS ARC 36 -LP CHAMBERS
EFFECTIVE LEACHING AREA: 600 SF IN AN 8'-6" X 45' X 3.8" DEEP BED,
4.80 SF/LF X 5'/UNIT=24 S.F/UNIT AS SHOWN NO STONE.
27 UNITS X 24 SF/UNIT=648 SF(EFFECTIVE) PARTIAL 5' REMOVAL
DESIGN CAPACITY:- 479 GPD
SF) X .74 GPD/SF] D0 5' REMOVAL OF A LAYER ONLY ON
e [(648
4.7 *TWO BEDROOMS IN WALKOUT BASEMENT EAST END OF LEACHING, AS- SHOWN.
tx ARE CONNECTED TO EXISTING EJECTOR PUMP.
MAXIMUM FEASIBLE COMPLIA CE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 1'.
310 CMR 15.211 (1).
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1'.
310 CMR 15.212,,
3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248.
4. VARY EJECTOR DESIGN FLOW TO BE 50%. 310CMR 15.229 (2).
Permit valid for RF,PAIR 011' SEPTIC SYS"I F'M
ONLY, due to State and 1 ueal .optic varnances.
Board of Health review and 0% !'1 IS "or THIS PLAN IS A VALID COPY ONLY IF 1T BEARS
any, future additions/rcnu%�atiun%i;literation% to AN QR+GCt A.L RED STAMP ND SIGNATURE,
sewage facilities and/or structureshl-eIImK.
Yarmouth Health I)epartntent
�jG✓1G� �(NOFM , .cPI�A OF qSS
LEGEND
TEST HOLE DATE: April 20, 2017
12"
y
9.2
E
SLIGHT GRADE RAISE
6
PERFORMED BY: Ron Cadillac, Soil Evaluator
9.5 x9,5
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6-- -
EXISTING CONTOUR
B--
WITNESSED BY: Amy tion Hone, RS, OHO
B layer 10yr 5/8
0
ON EAST END OF LEACHING
PERC RATE: <2'-00"/inch (B layer)
loamy sand
SOIL SURVEY(1993): Carver coarse sand26"
26-01
GEOLOGIC MAP(1986): Harwich outwash plain deposits
8.0
27 ADS ARC 36LP
Invert 9.80
Invert 9.45
CHAMBERS
C layer 2.5y 6/4
Existin
Existing Use G s Baffle Invert 8.28
Add Gas Baffle- Top Units=8.47
coarse sand
Proposed
Filter Cloth
DB -5@
Existing
1000 Gal:
Proposed
_ S=5/8"/ft S-1 8"/ft 3" Max.
mm -''�tnspection Port
Septic Tank
1000 Gal.
Septic Tank
1
92„
__observed water _
2.5
---------=
3.8"
96"
2.2
Invert 9.70
Propose
Invert 5.45 Invert 8. 7.8
6" Stone or
com act
ed
Proposed Propose4' Bottom
P
jN �F I `° , .3------ r
QUELL DESIGN DATA
5.4
tsottom 11`11=a.13
1.3' USGS Adjustment
Mashpee 29 April 2017
Zone A
Observed Water=2.5
BEDROOMS: 4
_ GARBAGE GRINDER DISCONNECT -- __ -.__.LEACH -AREA=--
4.7
REA= 4.7 REQUIRED CAPACITY: 440 GPD
SEPTIC TANKS: 2000 GAL.* USE 27 ADS ARC 36 -LP CHAMBERS
EFFECTIVE LEACHING AREA: 600 SF IN AN 8'-6" X 45' X 3.8" DEEP BED,
4.80 SF/LF X 5'/UNIT=24 S.F/UNIT AS SHOWN NO STONE.
27 UNITS X 24 SF/UNIT=648 SF(EFFECTIVE) PARTIAL 5' REMOVAL
DESIGN CAPACITY:- 479 GPD
SF) X .74 GPD/SF] D0 5' REMOVAL OF A LAYER ONLY ON
e [(648
4.7 *TWO BEDROOMS IN WALKOUT BASEMENT EAST END OF LEACHING, AS- SHOWN.
tx ARE CONNECTED TO EXISTING EJECTOR PUMP.
MAXIMUM FEASIBLE COMPLIA CE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 1'.
310 CMR 15.211 (1).
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1'.
310 CMR 15.212,,
3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248.
4. VARY EJECTOR DESIGN FLOW TO BE 50%. 310CMR 15.229 (2).
Permit valid for RF,PAIR 011' SEPTIC SYS"I F'M
ONLY, due to State and 1 ueal .optic varnances.
Board of Health review and 0% !'1 IS "or THIS PLAN IS A VALID COPY ONLY IF 1T BEARS
any, future additions/rcnu%�atiun%i;literation% to AN QR+GCt A.L RED STAMP ND SIGNATURE,
sewage facilities and/or structureshl-eIImK.
Yarmouth Health I)epartntent
�jG✓1G� �(NOFM , .cPI�A OF qSS
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
G3CG�u�C� oD
,MAY U 0 k011
HEALTH DEPT.
JEANNE M. BERNHARDT ESTATE
LOT 259 3 TANGLEWOOD DRIVE, W. YARMOUTH, MA
MAY 49 2017 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
@2017 BY R.J. CADILLAC
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS.
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
6
GAS LINE MARKINGS
9.5 x9,5
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6-- -
EXISTING CONTOUR
B--
PROPOSED CONTOUR
0
UTILITY -POLE (IF SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
G3CG�u�C� oD
,MAY U 0 k011
HEALTH DEPT.
JEANNE M. BERNHARDT ESTATE
LOT 259 3 TANGLEWOOD DRIVE, W. YARMOUTH, MA
MAY 49 2017 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
@2017 BY R.J. CADILLAC