Decision 3998 - Plan of Land Sheet 22' CAST IRON H-20 COVERS TO GRADE (2) REQ. ON S/T
FIRST FLOOR UNCHANGED
EL 25.4 & 25.9 V.I.F.
RISERS (TYP.) 2'0
22.16
EXISTING
EXISTING PROPOSED
V.I.F. 35' AT 1.4%
400SCH40 P
6' LOAM AND SEED ALL DISTURBED AREAS NOT REPAVED
&
INVERT 21.0
SMH COVER TO GRADE 2' CAST IRON H-20 COVERS TO GRADE (2) REQ. ON SAS
BLOCK UP D -BOX, 240I.D. AISER BLOCKS OR
TO GRADE, MORTAR ALLMPONENTS PRECAST RISERS
x " ,4=: H-20 2'I.D. d..I. I.
21.42 21.25 ---I 25'MAX AT 1% EL 19.0
400SCH40 PVC
PIPES LEVEL 1ST 2' H-20 500 GAL LEACHING CHAMBER BY SHOREY PRECAST
H 9D 0 ROX ON 1 COMPACTED GRAVE3OR EQUAL (3) UNITS REQUIRED
NOTE CONTRACTOR TO VERIFY TANK IS H-20 AND IS TO INSTALL RISERS, COVERS & TEES AS SHOWN. SHOREY DB -9 H-20 OR EQUALINV'S EL. 21.0
3/40-1-1/2' DOUBLE WASHED STONE 4' MIN.
SEPTIC PROFILE OVVEERAAROUND ENSI TO STRUCTURES/
U� o STONE 33.5'OR AS WX 12.83' (VARIES)
NOT TO SCALE
PROP. 2- CAI� TREE
PROPOSED SEPTIC SYSTEM LEACHING AREA �- IZ4.54 I
1 391 SF FOOTPRINT- 2' EFF DEPTH
18. Tree ��yy^
X 2452
\ _ 107.61
\
0
C)
7H1 0
� a
.a
e m
N\ \ it :•. ::�� � rr::-::-:;::::: ;..i:"?�`:::.
X 11.64 1Oo-\ X / piing r .ii>�;�..r.:>'^::i':::::':ii:^:;ii=::::!'�': zi:::-.••:-.•.i:::+' �y�
14.16 t
RISER& COVER TO GRAD
/ X \ NEW DB -9 H-20rn� /
/ \ \ RISER & COVER TO GRADE i�d �i
/ \ t SP, CAUTION: GAS & ELEC.
„.�� b ins IN AREA- NOTIFY DIGSAFE
Approx. Locotlon
1,000 Gal. Septic
Tank From AsbuBt l
Cord l
J
if scyla b,O
EXISTING
1000 GAL
13SEPTIC TANK
TEE TO REMAIN
14"
TEE
>.
/ \N
VERIFY/REPAIR INSTALL NEW
TEES TO SIZE LISTED GAS BAFFLE
HCP
DECK & RECONFIGURE
SIGN
/
STAIRS AND DECK
/
EXISTING PROPOSED
V.I.F. 35' AT 1.4%
400SCH40 P
6' LOAM AND SEED ALL DISTURBED AREAS NOT REPAVED
&
INVERT 21.0
SMH COVER TO GRADE 2' CAST IRON H-20 COVERS TO GRADE (2) REQ. ON SAS
BLOCK UP D -BOX, 240I.D. AISER BLOCKS OR
TO GRADE, MORTAR ALLMPONENTS PRECAST RISERS
x " ,4=: H-20 2'I.D. d..I. I.
21.42 21.25 ---I 25'MAX AT 1% EL 19.0
400SCH40 PVC
PIPES LEVEL 1ST 2' H-20 500 GAL LEACHING CHAMBER BY SHOREY PRECAST
H 9D 0 ROX ON 1 COMPACTED GRAVE3OR EQUAL (3) UNITS REQUIRED
NOTE CONTRACTOR TO VERIFY TANK IS H-20 AND IS TO INSTALL RISERS, COVERS & TEES AS SHOWN. SHOREY DB -9 H-20 OR EQUALINV'S EL. 21.0
3/40-1-1/2' DOUBLE WASHED STONE 4' MIN.
SEPTIC PROFILE OVVEERAAROUND ENSI TO STRUCTURES/
U� o STONE 33.5'OR AS WX 12.83' (VARIES)
NOT TO SCALE
PROP. 2- CAI� TREE
PROPOSED SEPTIC SYSTEM LEACHING AREA �- IZ4.54 I
1 391 SF FOOTPRINT- 2' EFF DEPTH
18. Tree ��yy^
X 2452
\ _ 107.61
\
0
C)
7H1 0
� a
.a
e m
N\ \ it :•. ::�� � rr::-::-:;::::: ;..i:"?�`:::.
X 11.64 1Oo-\ X / piing r .ii>�;�..r.:>'^::i':::::':ii:^:;ii=::::!'�': zi:::-.••:-.•.i:::+' �y�
14.16 t
RISER& COVER TO GRAD
/ X \ NEW DB -9 H-20rn� /
/ \ \ RISER & COVER TO GRADE i�d �i
/ \ t SP, CAUTION: GAS & ELEC.
„.�� b ins IN AREA- NOTIFY DIGSAFE
Approx. Locotlon
1,000 Gal. Septic
Tank From AsbuBt l
Cord l
J
if scyla b,O
S' Np SED
NOTES.
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20.
5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
7. ALL SEPTIC PIPING 400 SCH-40 PVC AT 1X MIN. UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. CONTRACTOR TO VERIFY ALL UTILITIES AND EXISTING INVERTS PRIOR TO INSTALLATION
OF ANY SYSTEM COMPONENTS.
10. IT IS RECOMMENDED TO REGRADE PARKING AT EXISTING BUILDING TO ELIMINATE
EXISTING PUDDLE RECOMMEND PRESSURE TREATED WOOD NEAR GRADE
11. PUMP & FILL EXISTING SEPTIC LEACHING PR PER TITLE 5 SPECIFICATIONS.
12. NEW HCP RAMP SLOPE 1:12 MAX., NON SKID SURFACE. RAILS BOTH SIDES PER ADA
AND 521 CMR, SEE BUILDING PLANS FOR DETAILS. NOTE ZONING 203.5 (D) FOR RAMP.
DCE
)(13.96
PROPOSED
�STEPS & 5'
x 10' LANDING ry
SEPTIC PLAN VIEW
Scale: 1'=10'
0 5 10 15 20 25 FEET
SEE SHEET 1 FOR BENCHMARK (HYDRANT)
TAG BOLT /223 ELEV. 26.7
TH1 SOIL EVALUATOR: THOMAS McLEL AN, PE
BOH: LYNNE MULKEEN
DATE 8-20-03
EL 24.5 0"
EL 21.5
LOAMY SAND
10YR 3/2 16'
B HORIZON
LOAMY SAND
10YR 5/8
36'
U C1 HORIZON
FINE SAND
C1 PERC RATE <2MIN/IN. 2.5Y 7/4
EL 13.5 132'
NO GROUNDWATER ENCOUNTERED
TEST HOLE LOGS
APPROVED BY HEALTH DEPT.
VENT
WTTH STAINLESS
TITLE 5 FLOW: MIXED USE- RESIDENTIAL & OFFICE
OFFICE USE 1737 SF (75 GPD/1000 S - 130 GPD
RES.(1) BEDROOM (110 GPD/BEDROOM; - 110 GPD
240 GPD DESIGN FLOW
NO GARBAGE DISPOSALS ALLOWED
SEPTIC TANK: 240 GPD (200X) - 480 GALLON REQ
USE EXISTING 1000 GALLON SEPTIC TANK
USE C1 LAYER CLASS 1 SOILS FOR LEACHING <2 MPI - 0.74 GPM/SF LIAR
LEACHING: 240 GPD/0.74 GPD/SF -324 SF LEACHING AREA REQUIRED.
USE (3) 8.5'X4.83'X 2 -EFF. DEPTH LEACHING GALLEYS WITH STONE
ALL AROUND AS INDICATED ON DRAWING- 391 SF FOOTPRINT
BOTTOM CAPACITY - 391 SF X 0.74 - 289 GPD
SIDEWALL - 86.1' X 2.0' EFF DEPTH- 172 SF X 0.74 - 127 GPD
563 SF 416 GPD >240 O.K
SEPTIC SYSTEM DESIGN DATA
-T- 13.5' BOTTOM TH1
NO GROUNDWATER FOUND
DATE
FIRST FLOOR PLAN 7 •Wi NM :V
BEDROOM1.737 SQ.Fr. OFFICE I
SCALE: 1* -20' APPROX.
SOUTH YARMOUTH, MA
PREPARED FOR
ED McGUIRE
DATE: SEPTEMBER 22, 2005
REV: DECEMBER 5, 2005 (SPR COMMENTS)
DATE
SHEET 2 OF 2
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
Cl I//L ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
05-037 McGuire BOse.DWG
\
VAN
/ \N
REMOVE EXISTING
HCP
DECK & RECONFIGURE
SIGN
/
STAIRS AND DECK
/
TO SECOND FLOOR
x24.06
S' Np SED
NOTES.
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS.
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20.
5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
7. ALL SEPTIC PIPING 400 SCH-40 PVC AT 1X MIN. UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. CONTRACTOR TO VERIFY ALL UTILITIES AND EXISTING INVERTS PRIOR TO INSTALLATION
OF ANY SYSTEM COMPONENTS.
10. IT IS RECOMMENDED TO REGRADE PARKING AT EXISTING BUILDING TO ELIMINATE
EXISTING PUDDLE RECOMMEND PRESSURE TREATED WOOD NEAR GRADE
11. PUMP & FILL EXISTING SEPTIC LEACHING PR PER TITLE 5 SPECIFICATIONS.
12. NEW HCP RAMP SLOPE 1:12 MAX., NON SKID SURFACE. RAILS BOTH SIDES PER ADA
AND 521 CMR, SEE BUILDING PLANS FOR DETAILS. NOTE ZONING 203.5 (D) FOR RAMP.
DCE
)(13.96
PROPOSED
�STEPS & 5'
x 10' LANDING ry
SEPTIC PLAN VIEW
Scale: 1'=10'
0 5 10 15 20 25 FEET
SEE SHEET 1 FOR BENCHMARK (HYDRANT)
TAG BOLT /223 ELEV. 26.7
TH1 SOIL EVALUATOR: THOMAS McLEL AN, PE
BOH: LYNNE MULKEEN
DATE 8-20-03
EL 24.5 0"
EL 21.5
LOAMY SAND
10YR 3/2 16'
B HORIZON
LOAMY SAND
10YR 5/8
36'
U C1 HORIZON
FINE SAND
C1 PERC RATE <2MIN/IN. 2.5Y 7/4
EL 13.5 132'
NO GROUNDWATER ENCOUNTERED
TEST HOLE LOGS
APPROVED BY HEALTH DEPT.
VENT
WTTH STAINLESS
TITLE 5 FLOW: MIXED USE- RESIDENTIAL & OFFICE
OFFICE USE 1737 SF (75 GPD/1000 S - 130 GPD
RES.(1) BEDROOM (110 GPD/BEDROOM; - 110 GPD
240 GPD DESIGN FLOW
NO GARBAGE DISPOSALS ALLOWED
SEPTIC TANK: 240 GPD (200X) - 480 GALLON REQ
USE EXISTING 1000 GALLON SEPTIC TANK
USE C1 LAYER CLASS 1 SOILS FOR LEACHING <2 MPI - 0.74 GPM/SF LIAR
LEACHING: 240 GPD/0.74 GPD/SF -324 SF LEACHING AREA REQUIRED.
USE (3) 8.5'X4.83'X 2 -EFF. DEPTH LEACHING GALLEYS WITH STONE
ALL AROUND AS INDICATED ON DRAWING- 391 SF FOOTPRINT
BOTTOM CAPACITY - 391 SF X 0.74 - 289 GPD
SIDEWALL - 86.1' X 2.0' EFF DEPTH- 172 SF X 0.74 - 127 GPD
563 SF 416 GPD >240 O.K
SEPTIC SYSTEM DESIGN DATA
-T- 13.5' BOTTOM TH1
NO GROUNDWATER FOUND
DATE
FIRST FLOOR PLAN 7 •Wi NM :V
BEDROOM1.737 SQ.Fr. OFFICE I
SCALE: 1* -20' APPROX.
SOUTH YARMOUTH, MA
PREPARED FOR
ED McGUIRE
DATE: SEPTEMBER 22, 2005
REV: DECEMBER 5, 2005 (SPR COMMENTS)
DATE
SHEET 2 OF 2
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
Cl I//L ENGINEERS
LAND SURVEYORS
939 Main Street - YARMOUTHPORT, MASS.
05-037 McGuire BOse.DWG