HomeMy WebLinkAboutEngineered Plans - Rev. 2015LEGEND
BUILDING /////////////7777'
�i
PROPERTY LINE W/ S81 *56'34"E
BEARING DISTANCE 116.23'
DIG SAFE
EXCAVATORS
BEFORE YOU DIG CONTACT THE DIG SAFE
CENTER TO PREVENT DAMAGE TO TELEPHONE,
GAS OR ELECTRIC UNDERGROUND FACILITIES
OF MEMBER UTILITIES, CALL TOLL FREE
1-888—DIG—SAFE. MASSACHUSETTS STATE
LAW REQUIRES NOTIFICATION AT LEAST THREE
BUSINESS DAYS BEFORE YOU START DIGGING
OPERATIONS. IN AN EMERGENCY, CALL IMMEDIATELY
SCALE:1 "=10'
6.9'
w �
°'- O c
i o � x ,ad
o 00 z /
p N V)
z
0.9' '
LOT 169
1 1/2 STY
9' WOOD
I #100
F.FL.EL.=100.0
1 (ASSUMED)
i
1
1
j! 6.0' 1.6'
jl
1 STORY
BENCHMARK
EL.=100.0
i
f 23.1
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d�
j N ,+V
ti
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ji
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is
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NOTES:
1. THE CONTRACTO, SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,
SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THIS PLAN. PRIOR
TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES
FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION
BEFORE PROCEEDING WITH THE WORK.
2. THE LOCATION OF ALL UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASE ON THE
D FIELD LOCATION 'OF ALL VISIBLE STRUCTURES SUCH AS CATCH BASINS, MANHOLES, WATER
GATES, ETC. ANd GOVERNMENT AGENCIES.
l
;I
N90' 00 00"E
100.00' a o
LOT 165 & 167
AREA 12.875 e"'
MAP 22 PARCEL 305 0
/ 112.3' /
1
• , o0
10.0'
H
o w /� I PROPOSED LEACHING FIELD
3 v=i 1 ( (6) 4" PVC SCH-40 PERFORATED
I IMBEDDED IN A (30.0'x26.0')
STONE BED (SEE DETAIL)
. N o
10 t4 PVC (
YARMOUTH, MASSACHUSETTS
12.3' 1 f4"PVC
I
SUBMISSION: BLDG. PERMIT
EXISTING 191t4"PVC
REQUIRED EXISTING
PROPOSED
DRY—WELLS
25,000s.f. 12,875s.f.
N/C
TO BE REMOVED)
150' 100.0'
N/C
GARAGE c
30.0' 21.6'
N/C
SIDE SETBACK
15.0' 6.0'
N/C
\
20.0' 43.4'
N/C
20.0'
25% 11.6%
18.2%,
PROPOSED 0
c
N/C
RELOCATED
SIEPS O
I
3if4"PVC
E 3't4"PVC N
WOODXISTINI
/ N
PERC.) WATER 24't4 PVC b
- EL.=85.30
_
DECK
EL. -85.10
o
EXISTING
PROPOSED DB -9 DISTRIBUTION C-4
BOX, H2O RATED '-
o
OIOOI
aIG. +Q�G I
24.0.
SEPTIC TANK 1
(TO BE REMOVED) `-�
PROPOSED
RO OOSED 1,500 GA LON,SEPT
TANK
�
31.7'
E
MEN
H
PROPOSED
SILT )FENCE
LOT 163
� r174, '
Date
MAY 2 6 2015
HEALTH DEPT.
ZONING CHART
YARMOUTH, MASSACHUSETTS
138.0'
SUBMISSION: BLDG. PERMIT
REGULATION
REQUIRED EXISTING
PROPOSED
PROPOSED
25,000s.f. 12,875s.f.
N/C
LOT FRONTAGE
150' 100.0'
N/C
GARAGE c
30.0' 21.6'
N/C
SIDE SETBACK
15.0' 6.0'
N/C
ADDITION N
20.0' 43.4'
N/C
MAX BLDG COVERAGE
25% 11.6%
18.2%,
DH#1
22 1 16
N/C
j WATER
12.01
- EL.=85.30
24.0.
/M
�
1 6'
'Ii
I
/I
/
I ¢
�
I
I
a
I
I
I
3
V)
w_
a
PROPOSED
CONC. WALK
GRAVEL DRIVEWAY I
,
�
I
I
I I
I I
i 00.00'
o 13
N89'49'41 "W
PROPOSED
SILT FENCE
(rep)
LEWIS ROAD
E
MEN
H
PROPOSED
SILT )FENCE
LOT 163
� r174, '
Date
MAY 2 6 2015
HEALTH DEPT.
ZONING CHART
YARMOUTH, MASSACHUSETTS
ZONE: R-25
SUBMISSION: BLDG. PERMIT
REGULATION
REQUIRED EXISTING
PROPOSED
LOT AREA
25,000s.f. 12,875s.f.
N/C
LOT FRONTAGE
150' 100.0'
N/C
FRONT SETBACK
30.0' 21.6'
N/C
SIDE SETBACK
15.0' 6.0'
N/C
REAR SETBACK
20.0' 43.4'
N/C
MAX BLDG COVERAGE
25% 11.6%
18.2%,
MAX SHAPE FACTOR
22 1 16
N/C
r � .10SEPH s
f`F :TES?
w•��'
A A e
SITE PLAN
YARMOUTH, MASSACHUSETTS
SHOWING PROPOSED CONDITIONS AT
#100 LEWIS ROAD
SCALE: 1 in.=1 Oft. DATE: NOVEMBER 6, 2014
REVISED: APRIL 16, 2015; MAY 14, 2015
PROJECT: VTP
4ssoc i Alis
INC.
LAND SURVEYORS — CIVIL ENGINEERS. 132
ADAMS STREET 2ND FLOOR SUITE 3
NEWTON, MA 02458
(617) 332-8271
SHEET 1 OF 2
'I
PROPOSED H2O RATED, DB—
DISTRIBUTION BOX 18" ACCESS
PROVIDE ZABEL MODEL A1800
EFFLUENT TEE FILTER
4" PVC SCH-40
PERFORATED PIPE
4" LAYER OF4
COVER (6" BELOW GRADE
MAINTAIN
ANNUALY
(SLOPE 0.005 FEET PER FOOT)
o
APPROVED SEPTIC GRAVEL
OBSERVATION
21
2.
SEPTIC TANK SIZE AVERAGE DAILY FLOW = 550 X 200% = 1,100 GAL (MIN)
2" LAYER OF 3/8"
DOUBLE WASHED STONE
F.G. EL.=96.50
RUN LEVEL,
2 FEE
M
SEPTIC TANK PROVIDED = 1,500 GALLON, TWO COMPARTMENT TANK
rn
rn
rn
M
DESIGN PERCOLATION RATE = <2 M.P.I. BOTTOM LOADING = 0.74 GAL/S.
4"
PVC
36"
ws
4.
3'±
GROUNDWATER EL.=86.2 x
v
A—Loamy Sand, Soft
IPE
—\
INV. EL.=Varies
000
SYSTEM PROFILE
BOT. EL.=Varies +: y:':.: .. ..;•: 'c ; ...,.;. ..S •.ti ;�„ ; ' ;..y.. ;
�- :�; :�: ':
•'^
12
6" STONE
BASE
(
b —!
Kv,
DESIGN HYDRAULIC LOADING = 577 GALS/DAY
4',ri
,�•�., , 'x;: ,•, ,•..� ,....�.:.:
t��
a
38"
THIS DESIGN IS IN ACCORDANCE WITH THE COMMONWEALTH OF
1 1/2" DOUBLE
MASSACHUSETTS (TITLE 5) REQUIREMENTS AND THE REQUIREMENTS
(�
WASHED STONE
OF THE TOWN OF YARMOUTH.
C— Meda Sand, Loose
PVC END CAP
(TY')
4" PVC SCH-40 PERFORATED
IMBEDDED IN A (30.0'x26.0')
STONE BED (TYP)
0
n
1 1/2" Dot,���
WASHED STONE
26'-0"
n 17
A7, ",
.
I
cp
I
e s e o • • • • e e e e e e
3'
.
(TYP)
DIG SAFE
EXCAVATORS
BEFORE YOU DIG CONTACT THE DIG SAFE
CENTER TO PREVENT DAMAGE TO TELEPHONE,
GAS OR ELECTRIC UNDERGROUND FACILITIES
OF MEMBER UTILITIES, CALL TOLL FREE
1-888—DIG—SAFE. MASSACHUSETTS STATE
LAW REQUIRES NOTIFICATION AT LEAST THREE
BUSINESS DAYS BEFORE YOU START DIGGING
OPERATIONS. IN AN EMERGENCY, CALL IMMEDIATELY
N
I
I o
i
NOTE: All Tank & Dist. Box covers to be within 6"
of finish grade, use risers if necessary
N.T.S.
12"
19"
k" METAL FRAME & COVI
WITHIN 6" FINISH GRADE
F.G. EL.=96.80
'-0" LIQUID
6" STONE BASE
to 0
M PROPOSED 1,500 GALLON, TWO
COMPARTMENT SEPTIC TANK 0
TANK TO BE H10 RATED
c c
4" PVC PIPE
15't
WRAP POLES
TOGETHER AND JOIN
2x2x,V WOODEN
- 4" PVC SCH-40 POSTS
(FRONT D—BOX)
(TY')
v •r +
v
+ + FILTER FABRIC
v r •
V
+
POLE RESOURCE AREA
•y`ry "
a
s" PLACE 6" OF FABRIC ALONG TRENCH AWAY
FROM HAY BALES, BACKFILL AND TAMP
SILT FENCE
NOT TO SCALE
PLAN VIEW
N.T.S.
LEACHING TRENCH
N.T.S.
4" PVC
PROPOSED H2O RATED, DB -9
DISTRIBUTION BOX, 18" ACCESS
COVER (6" BELOW GRADE)
4" PVC
(TYP)
4" LAYER OF4
24" METAL COVER
ACCESS 6" BELOW
GRADE
0
4" PVC i
i
1.
ESTIMATED HYDRAULIC LOADING 5 BDRM AT 110 GALS/DAY = 550 G.P.D.
o
APPROVED SEPTIC GRAVEL
OBSERVATION
21
2.
SEPTIC TANK SIZE AVERAGE DAILY FLOW = 550 X 200% = 1,100 GAL (MIN)
Ki
RAKE LEVEL ri
4'
vi
M
SEPTIC TANK PROVIDED = 1,500 GALLON, TWO COMPARTMENT TANK
rn
rn
rn
M
DESIGN PERCOLATION RATE = <2 M.P.I. BOTTOM LOADING = 0.74 GAL/S.
3' S
23'-0" S 37'f
DEPTH
ws
4.
3'±
GROUNDWATER EL.=86.2 x
v
A—Loamy Sand, Soft
1011-
10 YR 4,3
SYSTEM PROFILE
PVC END CAP
(TY')
4" PVC SCH-40 PERFORATED
IMBEDDED IN A (30.0'x26.0')
STONE BED (TYP)
0
n
1 1/2" Dot,���
WASHED STONE
26'-0"
n 17
A7, ",
.
I
cp
I
e s e o • • • • e e e e e e
3'
.
(TYP)
DIG SAFE
EXCAVATORS
BEFORE YOU DIG CONTACT THE DIG SAFE
CENTER TO PREVENT DAMAGE TO TELEPHONE,
GAS OR ELECTRIC UNDERGROUND FACILITIES
OF MEMBER UTILITIES, CALL TOLL FREE
1-888—DIG—SAFE. MASSACHUSETTS STATE
LAW REQUIRES NOTIFICATION AT LEAST THREE
BUSINESS DAYS BEFORE YOU START DIGGING
OPERATIONS. IN AN EMERGENCY, CALL IMMEDIATELY
N
I
I o
i
NOTE: All Tank & Dist. Box covers to be within 6"
of finish grade, use risers if necessary
N.T.S.
12"
19"
k" METAL FRAME & COVI
WITHIN 6" FINISH GRADE
F.G. EL.=96.80
'-0" LIQUID
6" STONE BASE
to 0
M PROPOSED 1,500 GALLON, TWO
COMPARTMENT SEPTIC TANK 0
TANK TO BE H10 RATED
c c
4" PVC PIPE
15't
WRAP POLES
TOGETHER AND JOIN
2x2x,V WOODEN
- 4" PVC SCH-40 POSTS
(FRONT D—BOX)
(TY')
v •r +
v
+ + FILTER FABRIC
v r •
V
+
POLE RESOURCE AREA
•y`ry "
a
s" PLACE 6" OF FABRIC ALONG TRENCH AWAY
FROM HAY BALES, BACKFILL AND TAMP
SILT FENCE
NOT TO SCALE
PLAN VIEW
N.T.S.
LEACHING TRENCH
N.T.S.
4" PVC
PROPOSED H2O RATED, DB -9
DISTRIBUTION BOX, 18" ACCESS
COVER (6" BELOW GRADE)
4" PVC
(TYP)
TEM
PROPOSED 1,500 GALLON, TWO
COMPARTMENT SEP11C TANK
Proposed House
j; F.FL.EI.=100.00
I
i
F.G. EL.=97.00
I
r
,1
0
M
alc
ti
I
N
I
10'-6"
24" METAL COVER
ACCESS 6" BELOW
GRADE
0
4" PVC i
i
1.
TEM
PROPOSED 1,500 GALLON, TWO
COMPARTMENT SEP11C TANK
Proposed House
j; F.FL.EI.=100.00
I
i
F.G. EL.=97.00
I
r
,1
0
M
alc
ti
I
N
I
)TE: ALL UNDERGROUND UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND MUST BE
VERIFIED AT TIME OF CONSTRUCTION.
CALL DIG SAFE: 1-888-344-7233
VARIES GR4DE — MAGNETIC (SEE NOTES)
PE
4" SLOPE SIDE WALLS OR
ORDINARY PROVIDE ADEQVATE
LEAN BAC FILL SHORING AND/OR
SEE NOTES BRACING TO MAINTAIN A
STABLE EXCAVATION AND
4" SCHD. 40 PVC PIPE CONDIDTIONS FE WORKING
PIPE BEDDING
COMPACTED
SUBGRADE
TYPICAL UTILITY TRENCH
NOTES: 1. 4" SAND CUSHION REQUIRED, INCREASE TO 8" AT ALL LEDGE OR PIPE CROSSING
2. NO STONE GREATER THAN 6" TO BE PLACED OVER PIPE TO FINISH GRADE
3. NO STONE GREATER THAN 1 " WITHIN 12" OF PIPE.
4. CONTRACTOR TO PLACE METALLIC DETECTION TAPE FOR THE FULL LENGTH
OF THE PIPE RUN, IN ACCORDANCE WITH 310 CMR, SECTION 15.221(12)
e -41 OFF.
,�
�Y
J P
•v
SOIL DEPTH
A—Loamy Sand, Soft 10"
10 YR 4,3
B—Med. Sand, Loose
10 YR 6,6 38to
C— Med. Sand, Loose
2.5 YR 7,6
144
D.H.-2 ELEV. 96.60
No Mottling
No Weeping
Water EI.=85.10
No Refusal
NOTE: HIGH GROUNDWATER DEPTH 11.5 FEET.
NOTE: SOIL TESTING OBSERVED BY BRUCE MURPHY, HEALTH AGENT.
PERCOLATION TEST DATA
TEST PIT DATE DEPTH ELEVATION RATE
TP -1 3-26-15 40" 96.6± <2 MPI
NOTE: NO PUBLIC WATER SUPPLIES WITHIN 400 FEET OR PRIVATE WATER SUPPLIES
WITHIN 100 FEET OF THE PROPOSED LEACHING AREA, UNLESS SHOWN ON PLAN.
I CERTIFY THAT ON NOVEMBER 20, 2005 1 HAVE PASSED THE EXAMINATION APPROVED
BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS
HAS BEEN PERFORMED BY ME, CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE,
AND EXPERIENCE DESCRIBED IN 310 CMR 15.018 (2). APPROVAL No. SE3015.
SOIL LOGS BY JOSEPH R. PORTER, ON FILE W/BOARD OF HEALTH
APPLICANT:
A.THOMAS DEMAIO
7 PIERREPONT ROAD
NEWTON, MA 02462
SEWAGE DISPOSAL SYSTEM
100 LEWIS ROAD
YARMOUTH, MASSACHUSETTS
SCALE: AS NOTED DATE: NOVEMBER 6, 2014
REVISED: APRIL 16, 2015; MAY 14, 2015
VTP A SSO CIA TES, INC.
LAND SURVEYORS — CIVIL ENGINEERS
132 ADAMS STREET, 2ND FLOOR, SUITE 3
NEWTON, MASSACHUSETTS
PH. -(617) 332-8271 / FAX. (617) 969-2330
DESIGNED BY J.R.P DRAWN BY N.R.M. CHECKED BY S.E.P
VVI3 I m
910 M_
y� No. DESCRIPTION DATE
. REVISIONS
209216bp5—Septic System-5.dwg SHEET 2 OF 2
.DESIGN DATA
OBSERVATION TEST HOLES AND
PERCOLATION TEST DATA
1.
ESTIMATED HYDRAULIC LOADING 5 BDRM AT 110 GALS/DAY = 550 G.P.D.
OBSERVATION
TEST HOLE
2.
SEPTIC TANK SIZE AVERAGE DAILY FLOW = 550 X 200% = 1,100 GAL (MIN)
SCALE: 1
4'
DATE: MARCH 26, 2015
SEPTIC TANK PROVIDED = 1,500 GALLON, TWO COMPARTMENT TANK
3.
DESIGN PERCOLATION RATE = <2 M.P.I. BOTTOM LOADING = 0.74 GAL/S.
SOIL
DEPTH
D.H.-1 ELEV. 96.80
4.
LEACHING AREA = BOTTOM AREA = 780 S.F. X 0.74 GALS/S.F. = 577 G,P.D.
A—Loamy Sand, Soft
1011-
10 YR 4,3
5.
REQUIRED HYDRAULIC LOADING = 550 GALS/DAY
Sand, Looseed
B—MM .
DESIGN HYDRAULIC LOADING = 577 GALS/DAY
6,6
38"
THIS DESIGN IS IN ACCORDANCE WITH THE COMMONWEALTH OF
MASSACHUSETTS (TITLE 5) REQUIREMENTS AND THE REQUIREMENTS
OF THE TOWN OF YARMOUTH.
C— Meda Sand, Loose
2.5 YR 7,6
No Mottling
No Weeping
HIGH GROUNDWA .R ELEVATION
Water EI.=85.30
WELL
NUMBER: S4-29 ZONE: A DATE: MARCH 2015 ADJUSTMENT=1.1'
No Refusal
" _ I _ A
120"
)TE: ALL UNDERGROUND UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND MUST BE
VERIFIED AT TIME OF CONSTRUCTION.
CALL DIG SAFE: 1-888-344-7233
VARIES GR4DE — MAGNETIC (SEE NOTES)
PE
4" SLOPE SIDE WALLS OR
ORDINARY PROVIDE ADEQVATE
LEAN BAC FILL SHORING AND/OR
SEE NOTES BRACING TO MAINTAIN A
STABLE EXCAVATION AND
4" SCHD. 40 PVC PIPE CONDIDTIONS FE WORKING
PIPE BEDDING
COMPACTED
SUBGRADE
TYPICAL UTILITY TRENCH
NOTES: 1. 4" SAND CUSHION REQUIRED, INCREASE TO 8" AT ALL LEDGE OR PIPE CROSSING
2. NO STONE GREATER THAN 6" TO BE PLACED OVER PIPE TO FINISH GRADE
3. NO STONE GREATER THAN 1 " WITHIN 12" OF PIPE.
4. CONTRACTOR TO PLACE METALLIC DETECTION TAPE FOR THE FULL LENGTH
OF THE PIPE RUN, IN ACCORDANCE WITH 310 CMR, SECTION 15.221(12)
e -41 OFF.
,�
�Y
J P
•v
SOIL DEPTH
A—Loamy Sand, Soft 10"
10 YR 4,3
B—Med. Sand, Loose
10 YR 6,6 38to
C— Med. Sand, Loose
2.5 YR 7,6
144
D.H.-2 ELEV. 96.60
No Mottling
No Weeping
Water EI.=85.10
No Refusal
NOTE: HIGH GROUNDWATER DEPTH 11.5 FEET.
NOTE: SOIL TESTING OBSERVED BY BRUCE MURPHY, HEALTH AGENT.
PERCOLATION TEST DATA
TEST PIT DATE DEPTH ELEVATION RATE
TP -1 3-26-15 40" 96.6± <2 MPI
NOTE: NO PUBLIC WATER SUPPLIES WITHIN 400 FEET OR PRIVATE WATER SUPPLIES
WITHIN 100 FEET OF THE PROPOSED LEACHING AREA, UNLESS SHOWN ON PLAN.
I CERTIFY THAT ON NOVEMBER 20, 2005 1 HAVE PASSED THE EXAMINATION APPROVED
BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS
HAS BEEN PERFORMED BY ME, CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE,
AND EXPERIENCE DESCRIBED IN 310 CMR 15.018 (2). APPROVAL No. SE3015.
SOIL LOGS BY JOSEPH R. PORTER, ON FILE W/BOARD OF HEALTH
APPLICANT:
A.THOMAS DEMAIO
7 PIERREPONT ROAD
NEWTON, MA 02462
SEWAGE DISPOSAL SYSTEM
100 LEWIS ROAD
YARMOUTH, MASSACHUSETTS
SCALE: AS NOTED DATE: NOVEMBER 6, 2014
REVISED: APRIL 16, 2015; MAY 14, 2015
VTP A SSO CIA TES, INC.
LAND SURVEYORS — CIVIL ENGINEERS
132 ADAMS STREET, 2ND FLOOR, SUITE 3
NEWTON, MASSACHUSETTS
PH. -(617) 332-8271 / FAX. (617) 969-2330
DESIGNED BY J.R.P DRAWN BY N.R.M. CHECKED BY S.E.P
VVI3 I m
910 M_
y� No. DESCRIPTION DATE
. REVISIONS
209216bp5—Septic System-5.dwg SHEET 2 OF 2