HomeMy WebLinkAboutEngineered Plan - 2016NOTE: THIS IS A SITE PLAN SURVEY AND NOT CALL DIG SAFE AND WATER DEPARTMENT TO LOCATE UTILITIES.. LOCATIONS SHOWN ARE INCOMPLETE,
A PROPERTY LINE SURVEY BY THIS OFFICE.
SYSTEM (HOUSE 115)
ESTIMATED; LOCATION OF WATER SERVICE
FOR HOUSE NO. 115A --HAVE WATER Invert 8.79 20 --ADS ARC 36HC CHAMBERS
DEPT MARK PRIOR: TO SETTING TANK , Invert 8.38
PUMP CHAMBER & SLEEVE. Exist. Cast Iron
Use Gas Baffle
10,1 RgCF F0.45 Provided
Locus is within
1014 G 300 Bass ass IR.
ver
9,4 "''9•.3
A/0 USF : • N /F Observed Water=1.05
�ksT/Nc ea:` �3j1 MCCARTHY
SOF MAXIMUM F�ASIBLE COMPLIANCE APPROVALS REQUESTED:
gym/ •0--8,6
i 7.5, ' S ..... '
hey:` / 10,3 1 VARY PHM CHAMBER TO LOT LINE BY 2 5
10.1
N /F
LAWRENCE x 100
BENCH MARK --TOP OF CONC.
BOUND DOWN 3 9.72 NAVD88
(26'-5" OFF WATER GATE FOR #117, 7'-4" OFF GATE FOR #115A)
8,6x
8. / 10.....10, 10. ° a .0.6 310 CMR 15.211 (1).
8.7 U 107:`Fk Sh r'. / 2. NO RESERVE AREA COULD IS PROVIDED. 310 CMR 15.248.
?
:5:. 1� ed: / ��o. 3. VARY COVER BY 3" OVER SEPTIC TANK, B, 310 CMR 15.228 (1).
COVERS ,0, x
�TQ02 GRADE\i/ ., v 5 / x 9.7 9.7 x 9.6 �0
\ O i / 10.0
JOB NO. Y16-27
Effluent Filter Invert 7.11
Invert 6.09
NOTES Horne.dwg
S=1 /4"/ft
» Proposed
6 cover
Top Units.=7.53
@ Filter Cloth
`S t.
1.
Proposed S=3/16"/ft
3" Max.
inspection Port
2.
Invert 8.63
1500 Gal.
Tank
�
LOCUS IS IN FLOOD ZONE AE (EL. 11) ON FIRM DATED JULY 16, 2014.
i I Proposed
Septic
--------- -
0.7.5"
00
I I
MUNICIPAL WATER: IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
\6.2
6.
I
Invert 7.28 Invert 7.10
4.7'Bottom
ST/�1/r;
6" Stone
Or Com,paCt Proposed Proposed i
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
q TT
Gq gC
REDUCE GRADES SLIGHTLY ON
NORTH HALF OF LEACHING 5 }- 8
;
; 69 ---I I _ r-1 �---I
High Ground Water NAVD88
10,1 RgCF F0.45 Provided
Locus is within
1014 G 300 Bass ass IR.
ver
9,4 "''9•.3
A/0 USF : • N /F Observed Water=1.05
�ksT/Nc ea:` �3j1 MCCARTHY
SOF MAXIMUM F�ASIBLE COMPLIANCE APPROVALS REQUESTED:
gym/ •0--8,6
i 7.5, ' S ..... '
hey:` / 10,3 1 VARY PHM CHAMBER TO LOT LINE BY 2 5
10.1
N /F
LAWRENCE x 100
BENCH MARK --TOP OF CONC.
BOUND DOWN 3 9.72 NAVD88
(26'-5" OFF WATER GATE FOR #117, 7'-4" OFF GATE FOR #115A)
8,6x
8. / 10.....10, 10. ° a .0.6 310 CMR 15.211 (1).
8.7 U 107:`Fk Sh r'. / 2. NO RESERVE AREA COULD IS PROVIDED. 310 CMR 15.248.
?
:5:. 1� ed: / ��o. 3. VARY COVER BY 3" OVER SEPTIC TANK, B, 310 CMR 15.228 (1).
COVERS ,0, x
�TQ02 GRADE\i/ ., v 5 / x 9.7 9.7 x 9.6 �0
\ O i / 10.0
' K 10.3 i 10.2 > 10.2
sw i 10.28
2 ` a / CO. / x .10,1
10.3
�, x 1 , / x 9.9 ::� ""�:•... 0,0 NOTE; IT IS BELIEVED BY OWNERS THAT SYSTEM C
Im
-laIl__ /�° ya'S :..: o / 10,7 / 1 ,64 SERVES 5 BEDROOMS. SYSTEM B IS BELIEVED TO
-10,1 \ SLEEVE WITHIN / Clean-out 10.6/ "
10 OF WATER 9.8 �o l0 3 x 10,1 SERVE 3: BEDROOMS, KITCHEN AND LAUNDRY.
� / I , 10.60
:.
Goth » 5 / 9.7
i 9,8 ss
A0.5
9.8 /yOST/^/C .10.2 /
p x
9.9 9.7. ' . ..:..: .::. O10,0 -.�/7 C/S`F
.. 10,3 0/0
�°S /
® 1 ,50
0,2 II
/
\
10.5
110 0 9,8 DIRT 0.1
10,46
9.8 PILE ,�� x 9 '10:.> ,r 10.5 W o.4
10 �I \ :' �; 1\
9 g \wx �''\ \ -29, 270 S. F.
o. /
o
,I
\ ,� o , 0.3
9 C \
o °\\---'- � 10,3 2�10.5
5
TH 1 G> /
x 10 -IQ
.0 W\ \` 10.200 /� / 10,30
9.8\ ���� IX
10.2 \
\W 49-Z.0 \0, I / C 10,2 /�/�c� 10.4
x ,
J6 /
\\\ /
SYSTEM A(HOUSE 115A) / c3 X v
I
I
I
I
I
I
I
I
113'+
Invert 6.17
Existing PVC
x `�
10,5 / / � -�
0. \x 10.5 / / ® v
J 10,34 / .0
Invert 5.84 x V 4�
N /F W t0.45� 10.07
Proposed t n.�� �'�O'e 1/ / /oQ
Use Gas Baffle. GINBERG ° / /
Effluent Filter
20 ADS ARC 36HC 10.45 / 'Cr 0.5
see detail CHAMBERS SU\10 10,40 / 9.2
Invert 7.12 BENCH MARK --TOP FLAGGED MAG. ��
Proposed To P Units=7.53
P = 10,45 NAVD88
/S=1 /4"/ft 18" cove r � @Filter Cloth NAIL IN SKIRT- /
3" Max.
it/ft
S=1 Port �`
/MinInspection
MONOLITHIC 500 GALLON /
_ X. 9,6
Sanitary 10.75" H-10 PUMP CHAMBER /
Tee / 9'8'
T W/ WATERPROOFING
JOB NO. Y16-27
Mono
Prop. Mon
Invert 6.09
NOTES Horne.dwg
Wj.//W
4 tuber
!Pump Cha
FB 32/25 SB 14/20
`S t.
1.
LOCUS IS A.M. 43, PARCEL 1.
I
I
2.
ELEVATIONS SHOWN ARE NAVD88 BASED UPON NAVD AND VERTCON.
0--®
3.
LOCUS IS IN FLOOD ZONE AE (EL. 11) ON FIRM DATED JULY 16, 2014.
UTILITY POLE (IF SHOWN)
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
Uj
5.
MUNICIPAL WATER: IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
TREE (IF SHOWN, NOT ALL SHOWN)
6.
COMPONENTS TO BE AASHTO. H-10, UNLESS NOTED.
< Locus is within
(° 300' of Bass River
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
.�
• 8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
�.
REQUIRED CAPACITY: 1210 GPD
D -BOX EXIT PIPES TO BE (LEVEL FOR FIRST TWO FEET.
SEPTIC TANKS: 4500 GAL.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT 70
4.80 SF/LF X 5/UNIT=24 S,F/UNIT;
COVERS, BUILD UP COVERS T0. 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
SCALE
1 O.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE: SOIL LOG ARE FOUND,,
PUMP CHAMBER STORAGE CAPACIYY: 330 GAL.
5I
;� A I
-I------------------------
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
N;
I� B
12.
IF AN OVERDIG IS CALLED ;FOR BELOW, FILL. MATERIAL FOR 5' AROUND AND UNDER LEACHING
5
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
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.
DEPTH (inches) ELEV.(fee.t)
E AND LCAL REGULATIONS
' K 10.3 i 10.2 > 10.2
sw i 10.28
2 ` a / CO. / x .10,1
10.3
�, x 1 , / x 9.9 ::� ""�:•... 0,0 NOTE; IT IS BELIEVED BY OWNERS THAT SYSTEM C
Im
-laIl__ /�° ya'S :..: o / 10,7 / 1 ,64 SERVES 5 BEDROOMS. SYSTEM B IS BELIEVED TO
-10,1 \ SLEEVE WITHIN / Clean-out 10.6/ "
10 OF WATER 9.8 �o l0 3 x 10,1 SERVE 3: BEDROOMS, KITCHEN AND LAUNDRY.
� / I , 10.60
:.
Goth » 5 / 9.7
i 9,8 ss
A0.5
9.8 /yOST/^/C .10.2 /
p x
9.9 9.7. ' . ..:..: .::. O10,0 -.�/7 C/S`F
.. 10,3 0/0
�°S /
® 1 ,50
0,2 II
/
\
10.5
110 0 9,8 DIRT 0.1
10,46
9.8 PILE ,�� x 9 '10:.> ,r 10.5 W o.4
10 �I \ :' �; 1\
9 g \wx �''\ \ -29, 270 S. F.
o. /
o
,I
\ ,� o , 0.3
9 C \
o °\\---'- � 10,3 2�10.5
5
TH 1 G> /
x 10 -IQ
.0 W\ \` 10.200 /� / 10,30
9.8\ ���� IX
10.2 \
\W 49-Z.0 \0, I / C 10,2 /�/�c� 10.4
x ,
J6 /
\\\ /
SYSTEM A(HOUSE 115A) / c3 X v
I
I
I
I
I
I
I
I
113'+
Invert 6.17
Existing PVC
x `�
10,5 / / � -�
0. \x 10.5 / / ® v
J 10,34 / .0
Invert 5.84 x V 4�
N /F W t0.45� 10.07
Proposed t n.�� �'�O'e 1/ / /oQ
Use Gas Baffle. GINBERG ° / /
Effluent Filter
20 ADS ARC 36HC 10.45 / 'Cr 0.5
see detail CHAMBERS SU\10 10,40 / 9.2
Invert 7.12 BENCH MARK --TOP FLAGGED MAG. ��
Proposed To P Units=7.53
P = 10,45 NAVD88
/S=1 /4"/ft 18" cove r � @Filter Cloth NAIL IN SKIRT- /
3" Max.
it/ft
S=1 Port �`
/MinInspection
MONOLITHIC 500 GALLON /
_ X. 9,6
Sanitary 10.75" H-10 PUMP CHAMBER /
Tee / 9'8'
T W/ WATERPROOFING
LEGEND.
Mono
Prop. Mon
Invert 6.09
1500/5,00 g al.
Tank
Septic Tan
Proposed
P
4 tuber
!Pump Cha
In art 1.51
Bottom
G
pomp
6" Stone or co
4' - -I
I
I
Invert 7.27 Invert 7.10 a 6'2 SECURED COVER TO GRADE ®10.09 / 1 3 5
Proposed Proposed I 4.7 Bottom, Quick Disconnect/ -i
I I I I DRILL 3/8" WEEP/VEN HOLE UnIOn ® 9,93
Recommend Floats re- „
;-- 83' ---; ; N ; -� ---I High Ground Water=1.5 NAVD88 placeable from to 2 PVC
< ; 0.45' Provided-
CD
Locus is within
300 of Bass River BENCH MARK --TAG BOLT OF
Observed Water=1.05 Alarm 29 Check Valve HYDRANT = 12.75 NAVD88
On
Off 127" el: 3.26
1.51 6" STONE UNDER
Bottom MAKE FACTORY WATER -PROOF
BUOYANCY CALC'S-MONOLITHIC SEPTIC TANK/PUMP CHAMBER
WEIGHT OF EMPTY CHAMBER AND. AVERAGE 18" COYER
CHAMBER= 11.44 TON (PER ACME--SHOREY)
18" COVER= 1.5' X 6.83' X 12.83' X 0.055 TON/CU. FT.
18" COVER=7.23 TON
TOTAL= 11.44 TON + 7.23 TON = 18,67 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(0) X 6.83' X 12.83' X 0,0312 TON/CU. FT.
WEIGHT WATER= 0.0 TON
TANK AND 18" COVER ARE HEAVIER BY 18.7 TON.
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP.
2. ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE.
4. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURER'S
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
LINE AT TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
-RECOMMEND FLOATS BE ATTACHED TO. 2"
PUMP LINE SO FLOATS CAN BE ADJUSTED
OUTSIDE CHAMBER.
THIS: PLAN IS A VALID COPY ONLY IF IT BEARS
AN 0 L RED STA^ ANC�SI,GNATURE.
HEALTH AGENT APPROVAL
DATE
14. ALL CONSTRUCTION TO ME T TITLE 5 0 0
I!
I. TEST HOLE DATE: November 2, 2016 16"
�j PERFORMED BY: Ron, Cadillac, Soil Evalluator
WITNESSED BY: Philip Renaud, Inspector
PERC RATE: 2'+/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand „
{ GEOLOGIC MAP(1986): Harwich outwash plain deposits 25
U
s`
SYSTEM: C H OU SE 1152,.E
i
Invert 8.52
Exist. Cast Iron I
Invert 8.05 33 --ADS ARC 36HC CHAMBERS
{ Use Gas Baffle
Effluent Filter Invert 7.14 106"
11 "a, cover Proposed) Top Units.=7.53
S=1 /8"/ft @ Filter Cloth 120"
LEGEND.
T 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 x 10.5
EXISTING & PROPOSED ELEVATIONS, ('X' MARKS POINT)
EXISTING CONTOUR
0--®
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV., 12/23/116 --WATER SERVICE NOTE
1.51 6" STONE UNDER
Bottom MAKE FACTORY WATER -PROOF
BUOYANCY CALC'S-MONOLITHIC SEPTIC TANK/PUMP CHAMBER
WEIGHT OF EMPTY CHAMBER AND. AVERAGE 18" COYER
CHAMBER= 11.44 TON (PER ACME--SHOREY)
18" COVER= 1.5' X 6.83' X 12.83' X 0.055 TON/CU. FT.
18" COVER=7.23 TON
TOTAL= 11.44 TON + 7.23 TON = 18,67 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(0) X 6.83' X 12.83' X 0,0312 TON/CU. FT.
WEIGHT WATER= 0.0 TON
TANK AND 18" COVER ARE HEAVIER BY 18.7 TON.
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP.
2. ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE.
4. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURER'S
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
LINE AT TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
-RECOMMEND FLOATS BE ATTACHED TO. 2"
PUMP LINE SO FLOATS CAN BE ADJUSTED
OUTSIDE CHAMBER.
THIS: PLAN IS A VALID COPY ONLY IF IT BEARS
AN 0 L RED STA^ ANC�SI,GNATURE.
HEALTH AGENT APPROVAL
DATE
14. ALL CONSTRUCTION TO ME T TITLE 5 0 0
I!
I. TEST HOLE DATE: November 2, 2016 16"
�j PERFORMED BY: Ron, Cadillac, Soil Evalluator
WITNESSED BY: Philip Renaud, Inspector
PERC RATE: 2'+/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand „
{ GEOLOGIC MAP(1986): Harwich outwash plain deposits 25
U
s`
SYSTEM: C H OU SE 1152,.E
i
Invert 8.52
Exist. Cast Iron I
Invert 8.05 33 --ADS ARC 36HC CHAMBERS
{ Use Gas Baffle
Effluent Filter Invert 7.14 106"
11 "a, cover Proposed) Top Units.=7.53
S=1 /8"/ft @ Filter Cloth 120"
Lc00------------55-------------�
LEACHING FOOTPRINT
Permit valid for REPAIR t)1 SEI'FIC Sl'S1•ENI
ONI,Y, due, to State and I -'al st-Wic variances.
Board of Ilealth review and applokal as required Cor
any,:, future adi itito
sewage t acifities anti/or strtic loa esm%%ellu,g.
Varntouth.11ealth Uclrartrncnt
AP -1 0VE1)%(' -
C�i 7
me late
SITE PLAN
FOR
!SARAH R. HORNE & DAVID S. ROBBINS
115 & 115A RIVER STREET, SOUTH YARMOUTH, MA
DECEMBER 5, 2016 SCALE: 1 "'=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
(C)2016 BY R.J. CADILLAC
PAGE 1 OF 1
Proposed
S=1 /8"/ft
3" Max..
Inspection Port
Invert 8.30
1500 Gal.
Septic Tank
Proposed
----------
0.75."
I l+
I ; ` Invert 7.31
Invert 7.10 6.2
4.7
I 6" Stone or compact Proposed
Proposed , Bottom
5' -I-- 20' --- i 72
4" �
-� j N' �'� High Ground Water=1.5 NAVD88
4 0.45 Provided
TOTAL DESIGN D! TA
< Locus is within
(° 300' of Bass River
tl
Observed Water=1.05
BEDROOMS: 11
GARBAGE GRINDERS: 41 No.
TOTAL LEACH AREA,
REQUIRED CAPACITY: 1210 GPD
A(3 BEDROOMS) -2.0 ARC 36 HC UNITS IN 5'-9" BY 50' BY 10.75" LEACH AREA=355 GPD
SEPTIC TANKS: 4500 GAL.
B(3 BEDROOMS) -20 ARC 36 HC UNITS IN V-9" BY 50' BY 10.75" LEACH AREA=35,5 GPD
EFFECTIVE LEACHING, AREA: 1752 SF
4.80 SF/LF X 5/UNIT=24 S,F/UNIT;
C(5 BEDROOMS) -33 ARC 36 HC UNITS IN 8'-8" BY 55' BY 10.75" LEACH AREA=586 GPD
73 UNITS X 24 SF/UNIT=1752 SF(EFFECTIVE)
DESIGN CAPACITY: 1296 GPD
[(1752 SF) X .74 GPD/SF]
\ r---------------------------
PUMP CHAMBER STORAGE CAPACIYY: 330 GAL.
5I
;� A I
-I------------------------
DOSES PER DAY:
1
N;
I� B
r5-i--------------------------�j
I"?usl
5
Lc00------------55-------------�
LEACHING FOOTPRINT
Permit valid for REPAIR t)1 SEI'FIC Sl'S1•ENI
ONI,Y, due, to State and I -'al st-Wic variances.
Board of Ilealth review and applokal as required Cor
any,:, future adi itito
sewage t acifities anti/or strtic loa esm%%ellu,g.
Varntouth.11ealth Uclrartrncnt
AP -1 0VE1)%(' -
C�i 7
me late
SITE PLAN
FOR
!SARAH R. HORNE & DAVID S. ROBBINS
115 & 115A RIVER STREET, SOUTH YARMOUTH, MA
DECEMBER 5, 2016 SCALE: 1 "'=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
(C)2016 BY R.J. CADILLAC
PAGE 1 OF 1