HomeMy WebLinkAboutEngineered Plan - 2019KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: ------------•
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE: +
UTILITY POLE: -0-
FENCE LINE:
HYDRANT: --6-
RETAINING WALL:
LOT 7 (16 284 SF)
ASSESSORS MAP: 143 PARCEL: 73
PLAN BOOK: 220, PAGE: 121
380
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ao
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LEACH AREA DETAIL
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
4 BEDROOMS AT 110 GAL / DAY = 440 GAL / DAY
SEPTIC TANK:
440 GAL / DAY x 2 DAYS = 880 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 4 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
T OF STONE AROUND SIDES AND 2' AT ENDS (38' x 10.8' x 2' DEEP)
SIDE AREA: (38'+ 10.8') x 2 x 2 = 195 SF (0.74) =_L44 GAUDAY
BOTTOM AREA: 38'x 10.8'= 410 SF (0.74) = 303 GAUDAY
CAPACITY = 447 GAUDAY
BENCHMARK AT
LEFT CORNER
OF BULKHEAD
116 ELEVATION = 109.71
\ tp
F?°
?,110 � ,- _. •� _% ..� A �
116
108 C �c�
SEPTIC SYSTEM SECTION
TCOVERS WITHIN 6"
\ OF FINISHED GRADE
ti
ON
tN(EXISTIG)
2
cV5.
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
DECK
1st FLOOR
\ \ 'S1
\ 2nd FLOOR
i
114 EXISTING FLOOR PLAN
A h
a
o^c�j ►i \ pe; ~ail valiii for REPAIR (1F SF1'T'IC SYti 1 F F3
106 '� ��� y t �-
ON due to State and I "Cal septic variances.
112 ii0m f Ileatth review and approv tl +s required for
-70 42" oak ani ,t . e e additions/rens. +tro+ts/alterations to
�o�l2�cc0�/,L 'r
se tacil 'ies anllor strurtu,+cs/ii�cellin;.
LP')) Yarmouth Hcaltfi t>enartntent
110 A D oF _A, / ' f
104
i
_.:.108
oJ2 dam
O 102 wOFM Rss4 s \
oy
104 �TERRY
0� A NN
o WARNER N
00'� ~100 ~ -102 No. 38729
\ - -_ dy �c iEP�o
100��
-98
M18-83 \
1/4" per ft CO R
(1' MIN)
i7.0
.EV. 106.72 106.55
ELEV. D -BOX ELEV.
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED) /
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 1-10-19
PERCOLATION RATE: < 2 MIN/IN
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1/2" DOUBLE
WASHED STONE
INSPECTION PORT
/-- ELEV.= 105.0
j'j : : ° 1'1 102.0
<->
2 ELEV.
-38'x 10.8' -
4 - 500 GALLON CHAMBERS WITH
T OF STONE AROUND SIDES AND 2' AT ENDS
(38'x 10.8'x (F122E0)FF. DEPTH)
(TO BE VENTED)
TH-1
110.0
O/A HORIZON
KITCHEN
MUD
[bath]
ROOM
109.5
B HORIZON
LIVING
GARAGE PORCH
DINING
ROOM
10YR 518
ROOM
1st FLOOR
\ \ 'S1
\ 2nd FLOOR
i
114 EXISTING FLOOR PLAN
A h
a
o^c�j ►i \ pe; ~ail valiii for REPAIR (1F SF1'T'IC SYti 1 F F3
106 '� ��� y t �-
ON due to State and I "Cal septic variances.
112 ii0m f Ileatth review and approv tl +s required for
-70 42" oak ani ,t . e e additions/rens. +tro+ts/alterations to
�o�l2�cc0�/,L 'r
se tacil 'ies anllor strurtu,+cs/ii�cellin;.
LP')) Yarmouth Hcaltfi t>enartntent
110 A D oF _A, / ' f
104
i
_.:.108
oJ2 dam
O 102 wOFM Rss4 s \
oy
104 �TERRY
0� A NN
o WARNER N
00'� ~100 ~ -102 No. 38729
\ - -_ dy �c iEP�o
100��
-98
M18-83 \
1/4" per ft CO R
(1' MIN)
i7.0
.EV. 106.72 106.55
ELEV. D -BOX ELEV.
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED) /
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 1-10-19
PERCOLATION RATE: < 2 MIN/IN
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1/2" DOUBLE
WASHED STONE
INSPECTION PORT
/-- ELEV.= 105.0
j'j : : ° 1'1 102.0
<->
2 ELEV.
-38'x 10.8' -
4 - 500 GALLON CHAMBERS WITH
T OF STONE AROUND SIDES AND 2' AT ENDS
(38'x 10.8'x (F122E0)FF. DEPTH)
(TO BE VENTED)
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING LEACH PITS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14, D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15. THIS DESIGN REQUIRES TWO TITLE FIVE VARIANCES:
SECTION 15.221(7): PROPOSED LEACH AREA TO BE GREATER THAN T BELOW GRADE, (VARIANCE OF 3').
.,F�.TI QN 15.211 (1;: PROPOSED LEACH AREA TO BE LESS THAN 20' FROM CELLAR WALL, (VARIANCE OF 5').
MAR 19 2019
MEAL DEPT.
%TH01dASJ.
McLEI-LAN
�= Civil -3
c�a
M). 36471 r
SITE PLAN
LOCATION:
34 COLLINGWOOD DR., YARMOUTHPORT, MA
PREPARED FOR:
DAVID SIRCOM
DATE: I-29-19 SCALE: 1" = 20'
y BASS RIVER ENGINEERING
THOMAS J. McLE1` AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
TH-1
110.0
O/A HORIZON
ELEV.
LOAMY SAND
6"
10YR 4/3
109.5
B HORIZON
LOAMY SAND
12"
10YR 518
109.0
C1 HORIZON
SILT LOAM
72"
2.5Y 6/4
104.0
C2 HORIZON
MEDIUM SAND
2.5Y 7/6
126
99.5
NO GROUND
WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING LEACH PITS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14, D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15. THIS DESIGN REQUIRES TWO TITLE FIVE VARIANCES:
SECTION 15.221(7): PROPOSED LEACH AREA TO BE GREATER THAN T BELOW GRADE, (VARIANCE OF 3').
.,F�.TI QN 15.211 (1;: PROPOSED LEACH AREA TO BE LESS THAN 20' FROM CELLAR WALL, (VARIANCE OF 5').
MAR 19 2019
MEAL DEPT.
%TH01dASJ.
McLEI-LAN
�= Civil -3
c�a
M). 36471 r
SITE PLAN
LOCATION:
34 COLLINGWOOD DR., YARMOUTHPORT, MA
PREPARED FOR:
DAVID SIRCOM
DATE: I-29-19 SCALE: 1" = 20'
y BASS RIVER ENGINEERING
THOMAS J. McLE1` AN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048