HomeMy WebLinkAbout15 Charles Street - Site Plan 2ASSESSCR MAP: 70 PARCEL: 105
� a�q PLAN Bo( 95, PAGE: 8s SEPTIC SYSTEM DESIGI`T SEPTIC SYSTEM SEC .PION
ti 4 CURRENT ONING: R-40 2" PEASTONE
MINIMUII :UILDING SETBACKS: FLOW ESTIMATE: COVERS WITHIN 12" OF
R9 3 BEDROOMS AT 110 GAL /DAY - 330 GAL /DAY 101.5 �- FINISED GRADE -�- 3/4" - 1 1/2"
Co
FRONT: 3( 6 OF 72'= 21.6' SIDE: 20' REAR: 20' TOP OF FOUNDATION 0N.F.INSPECT
WTTHINI6" OP GVER
RADE) WASHED STONE
BUILD N(i '.OVERAGE (INCLUDING SHED) - SEPTIC TANK: 3' MAX.
1780 SF' t 1 SF = 1864 SF INSPECTION PORT
COVER
1864 SI? / 9 '20 SF = 19.2% 330 GAL /DAY x 2 DAYS = 660 GAL jj� (1' MIN) ELEV. = 98.0
-94 LOCUS - USE 1500 GALLON SEPTIC TANK - 98.5 E! L -=-Z
Or N FLOOD Z( lE: C ELEV 98.0
9G _
4
LOCATION MAP
LOT 2 (9,720 SF)
--- TH-1 -100.0 TH-2 100.0
I,
N TEST 1IOEE LOGS LOAMY HORIZONELEV.ELEv: LOAMY SAND ELEV.
6,, IOYR 2/2 99.5 7a IOYR 2/2 99.4
ENGINEER: I HOMAS MCLELLAN. P.E. B HORIZON B HORIZON
WITNESS: AMY VON HONE, R.S. LOAMY SAND : LOAMY SAND
26„ IOYR 4/6 97.8 30" IOYR 4/6 97.5
DATE: 5-25-06
PERCOLATION RATE: < 2 MIN/IN C HORIZON C HORIZON
FINE SAND FINE SAND
2.5Y 7/4 2.5Y 7/4
132"1 89.0 132-1 189.0
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.
t T T 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
100.6 100 CHA RT �S STREET 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
998 6. FIRST 2' OF PIPE OUT OFD BOX TO BE SET LEVEL.'
101 _- EDGE OF p 99 7. THESEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
�� AVE i
r ` GRAY 98.9
0� DRIV1 FL 10' I S 81.50 E� 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
tp MW I too \ 135.00(( ;� ` X8'2 CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
/ G N \� W 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'.
10.0,
\\ \/ r
11. EXISTING ('ESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
TH-2 EXISTING DRIVE
TO BE MODIFIED
2 1 PROPOS " GARA ! w
a 20.0' 3 BEDROOI,f GI w
Iv
( EXISTING DWELLING TO BE
IIN
DWELLING
1 REMOVED AND REPLACED
V. 97.96 97.79
J ---
10
top lnd. = 101.5
(TOP FND. = 100.25)
98.25 1500 GAL
ELEV. SEPTIC TANK
-
ELEV. ELEV.
D -BOX
(6" OF STONE UNDER" 5
m
a 95.5
2 ? 2� ELEV.
36.5' :
'
1
(6" OF STONE UNDER OR
ELEV.
ST -.
-r. -i-_ i
MECHANICALLY COMPACTED)
GAS BAFFLE
4 INFILTRATOR CHAMBERS (MODEL 3050)
WITH 4' OF STONE AT ENDS AND
TEE SIZES:
AT OUTLET TEE
T AROUND SIDES (36.5'x 8.2'x 2' DEEP)
INLET: 6" UP, 13" DOWN
(14-20)
OUTLET: 6" UP, 14" DOWN
tOl/
--- TH-1 -100.0 TH-2 100.0
I,
N TEST 1IOEE LOGS LOAMY HORIZONELEV.ELEv: LOAMY SAND ELEV.
6,, IOYR 2/2 99.5 7a IOYR 2/2 99.4
ENGINEER: I HOMAS MCLELLAN. P.E. B HORIZON B HORIZON
WITNESS: AMY VON HONE, R.S. LOAMY SAND : LOAMY SAND
26„ IOYR 4/6 97.8 30" IOYR 4/6 97.5
DATE: 5-25-06
PERCOLATION RATE: < 2 MIN/IN C HORIZON C HORIZON
FINE SAND FINE SAND
2.5Y 7/4 2.5Y 7/4
132"1 89.0 132-1 189.0
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.
t T T 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
100.6 100 CHA RT �S STREET 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
998 6. FIRST 2' OF PIPE OUT OFD BOX TO BE SET LEVEL.'
101 _- EDGE OF p 99 7. THESEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
�� AVE i
r ` GRAY 98.9
0� DRIV1 FL 10' I S 81.50 E� 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
tp MW I too \ 135.00(( ;� ` X8'2 CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
/ G N \� W 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'.
10.0,
\\ \/ r
11. EXISTING ('ESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
TH-2 EXISTING DRIVE
TO BE MODIFIED
2 1 PROPOS " GARA ! w
a 20.0' 3 BEDROOI,f GI w
Iv
( EXISTING DWELLING TO BE
_.-ate e,.anent
10
SITE PEAN
I LOCATION:
15 CHARLES STREET, S. YARMOUTH, MA
�r
�VtN01 Atgss9 TERRY
KEY: o� THOMAS J. ° WAR -IN - PREPARED FOR:
EXISTING CONTOUR - MdELLAN VIL,a N°„1872 - REEF REALTY
PROPOSED CONTOUR ••••• ...... •••- - -
EXISTING SPOT ELEVATION: 25.5 u 9�No.!36471 p `~' DATE: 6-9-06
PROPOSED SPOT ELEVATION 25.5 c/ tEP SCALE: 1" - 20' REVISED: 7-13-06 ADDITIONAL UTILITY POLE
TEST HOLE:.-� __751
iNPL I -
UTILITY POLE: -0- � ll £j Z4 f1 BASS RIVER ENGINEERING
FENCE LINE:
HYDRANT:
RETAININGWALL. I THOMAS MCL AN, TERRY A..WihRNER, P.L.S. P.O. 13OX 1163, EAST DENNIS. MA 02641
508-385-3426
JOE #M6-13
IIN
DWELLING
1 REMOVED AND REPLACED
J ---
10
top lnd. = 101.5
(TOP FND. = 100.25)
A MIN" ---------_
_r
1
ST -.
-r. -i-_ i
tOl/
/ 100
]I
-
135 Op -- FENCE
99
N 82 °50'55 ° W "--
BEN(. MARK AT-/
!�-
CON( ! ETE BOUND
ELEA 'TION = 100.22
Yarmoeth H
"*�
_.-ate e,.anent
10
SITE PEAN
I LOCATION:
15 CHARLES STREET, S. YARMOUTH, MA
�r
�VtN01 Atgss9 TERRY
KEY: o� THOMAS J. ° WAR -IN - PREPARED FOR:
EXISTING CONTOUR - MdELLAN VIL,a N°„1872 - REEF REALTY
PROPOSED CONTOUR ••••• ...... •••- - -
EXISTING SPOT ELEVATION: 25.5 u 9�No.!36471 p `~' DATE: 6-9-06
PROPOSED SPOT ELEVATION 25.5 c/ tEP SCALE: 1" - 20' REVISED: 7-13-06 ADDITIONAL UTILITY POLE
TEST HOLE:.-� __751
iNPL I -
UTILITY POLE: -0- � ll £j Z4 f1 BASS RIVER ENGINEERING
FENCE LINE:
HYDRANT:
RETAININGWALL. I THOMAS MCL AN, TERRY A..WihRNER, P.L.S. P.O. 13OX 1163, EAST DENNIS. MA 02641
508-385-3426
JOE #M6-13