HomeMy WebLinkAbout118.34 - Site and Sewage Plan (Copy 5)LOCATION MAP
LOT 51
30,000 ± S.F.
(0.69 -f-AC.)
i
i
46
ASSESSORS MAP: 118
PARCEL: 34
CURRENT ZONING: R-40 (1954 SUBDIVISION)
BUILDING SETBACKS:
F: 30' S: 6' R: 20'
FLOOD ZONE: C
41-
If k RE i
� \9
N
iRGx !
G
ExtEyL1NG
D�
50
KEY:
EXISTING CONTOUR: - - -
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: -1$�-
UTILITY POLE: -0-
FENCE LINE:
HYDRANT: 6 -
RETAINING
RETAINING WALL:
TREE:
DM u 00_94
DK't
rK' '
r GpoS0�1L GARAGE
r PR EDR NG op �E
48
i
1
1
1
TEST HOLE LOGS
ENGINEFR: THOMAS McLELLAN, P.E.
WITNESS: AMY VON
HONE, R.S.
DATE: _1-18-01
PERCOL.ITION RATE:
< 2 MIN/IN
TH-1
TH-2
48.0
46.0
0/A HORIZON ELEV.
0/A HORIZON ELEV.
ANDY LOAM
ANDY LOAM
10YR 2/2 47.4
15- lOYR 3/3 44B
B HORIZON
B HORIZON
SANDY LOAM
SANDY LOAM
IOYR 5/8 44S
44" 10YR 5/8 423
C HORIZON
C HORIZON
LOAMY SAND
LOAMY SAND
H% OULDiRS)
(WITHBOULDERS)
KIT
2.5Y 614
NO -;ROUND HATER ENCOUNTERED
SEP`nI C SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM. ASSUMED FROM QUAD (NGVD +/-)
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
LOADING 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 30.
If. ALL UNSUITABLE SOIL (B HORIZON, APPROX. 44" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
FLOW ISTIMATE:
-3- B .'DROOMS AT 110 GAL/DAY/BEDROOM= 330 GAL/DAY
SEPTI' TANK:
330 ;AL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
-LEACHING AREA:
U."E 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH
3.f' OF STONE ALL AROUND (29.5' x ?1.2' x 2' DEEP)
:IDE AREA: (29.5 + 11.2)2 x 2 = 163 (.74) = 121 CAL/DAY
IOTTOM AREA 29.5' x 11.2' = 330 SF (74) = 244 CAL/DAY
Y` .I )� !! �� CAPACITY =365 CAL/DAY
Ex1SLLq�1'f-
D"E
141 tT I C SYSTEM SECTION
.uJ i 5 �
DAEiL'-5- DR , REC��i`JCU
I Zoo i
48
/ 50
48
r: 46
44 42
48�
*0.
46- 109 Oo a0 8
i - F
44-- � r-42--'--� �' �E
42-
R Ry
40 +551 E
' A rj
'
BENCHMC F ARK AT
PK NAIL
ELEVATION - 40D
I
50.0
TOP OF FOUNDATION
COVERS WITHIN 1.7' OF
FINISHED GRADE
ZONE INSPECTION COVER
OB_
WITHIN 6' OF GRADE)
ELEV. 1500 GAL
ELEV. SEPTIC TANK \
47.0 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
DEMAREST-McLELLAN ENGINEERING.
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02671
PHONE & FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
46.5 t
ELEV.
ID -BOX 44.83
45.0" OF ELEV.
ELEV. STONE
UNDER)
GAS BAFFLE 44.0
AT OUTLET TEE ELEV
DATE:
I THOMAS McL rLLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.1
0, 14'
SCRN 1C
14' PRCX
52' DK.
4' 30,
PROPOSED 24,
2B 3 BEDROOM
DITELLING
4' 6' GARAGE
12' 22' 2 18' 24'
i PROPOSFD DIFF..LLING
2" PEASTONE
3/4" - 1 1/2'•
�-WASHED STONE
ELEV: 44.5
/1:1 -E I A42.0
3 3 ELEV.
51
E - 29.5' -o
3 INFILTRATOR CHAMBERS (MODEL 3050)
WITH 3.5' OF STONE ALL AROUND
(29.5'x 11.2'x 2' DEEP) (H-20)
SITE AND SEWAGE PLAN
LOCATION.'
55 CRANBERRY LANE
SOUTH YARMOUTH, MA
PREPARED FOR. -
REEF REALTY
SCALE: 1" = 30' DATE: 1131101
REFERENCE. PLAN BOOK 120 PAGE 119
REVISED: 7-3-02 (NEW HOUSE)
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