HomeMy WebLinkAbout83-1695 - Site Plan■®
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
NO ACCE
EASEMEN
20 FT W
04-305
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
DESIGN FLOW: 5- BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (-L) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 49.65 x 15.75(.74) = 579
TOTAL: 782 S.F. 579 GPD
USE 49.65' x 15.75' x 0.5' DEEP LEACH FIELD
CONSISTING OF 3 ROWS OF (5) EQUALIZER 24 HD
CHAMBERS EACH, WITH 3 STONE AT SIDES AND
BETWEEN ROWS, AND 4' AT ENDS
APPROVED
DATE
BOARD OF HEALTH
, MA
TOP FNDN. AT EL. 30.5' SYSTEM PROFILE
- , ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO S(,ALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED
RUN PIPE LEVEL
27,90' FOR FIRST 2'
PROPOSED 1500 j/
27 70• GALLON SEPTIC1�27.45TANK (H- 1 D)76.7D' 26.87' �� o
% SLOPE)
(-2 \_6" CRUSHED STONE OR MECHANICAL �
COMPACTION. (15.221 [21)
DEPTH OF FLOW = 4' (-L-% SLOPE) (� 7 SLOPE)
TEE SIZES:
10"
INLET DEPTH =
OUTLET DEPTH = 14"
FOUNDATION- 10' SEPTIC TANK
58' D' BOX
2" DOUBLE
PROVIDE INSPECTION PORT WITHIN 6"
OF FINISH GRADE
EQUALIZER 24 HD
3/4" TO 1 1/2" DOUBLE WASHED STONE
22'
12" MIN. COVER
26.92'
,
LEACHING
FACILITY 1 f
TH 1 BOTT. Cl EL. 22.0'
USE ADJ. WATER AT EL. 1F
NOTE: FOUNDATION DRAINS MAY
BE REQUIRED
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 6/25/02
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
4 ELEV.
5
0" 29.0' 0"
A
LS
7.5' 6" 1OYR 3/2
B
LS 3(
30" 1OYR 5/6 26.5'
1.5' C1
PERC LS
2.5Y 6/4
84" 22.0'
C2
SL
2.5Y 5/4
192" 1 oBs WATER 13.0' 126"
ELEV.
4
27.0'
B
LS
1OYR 5/6
24.0'
C
MS
2.5Y 5/6
SET AT ELEVATION 25.4
vi
U
P
16.5'
ASSESSORS MAP 118 PARCEL
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
GROUNDWATER ADJ. DATA:
WELL: AIW 247
ZONE: 8
ADJ: 5.5'
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS
OR DRIPLINES TO STONE TRENCHES.
12. REFERENCE ORDER OF CONDITIONS SE 83-1641
FOR ROAD AND WETLAND APPROVAL
TITLE 5 SITE PLAN
OF 43 NICKERSON FARM WAY
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DARREN & TINA MEYER
20 0 20 40 60
SCALE: 1" = 20 DATE: OCTOBER 14,2004
REV. 11/8/04 (WLL)
tHOFnur,� ���r{oF>�S�
ARNHa�'
ARNCH.
,
� .i.
hl, OJAU4
OJALA v L y
No 534 307
307
OJ Sf0 L.S. DATE
off 506-362-4541
f= 508 362-9860
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
�v
FOLLINS
POND
MILL
POND
WEIR
ROAD
DRI"
)jy
E D
i CDS
z
N OLD COLONY WAY
0
GRf R 2 4 S RN
Y
o
/
L
LOCUS
MAP
SCALE 1"
= 2083'
ASSESSORS MAP 118 PARCEL
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
GROUNDWATER ADJ. DATA:
WELL: AIW 247
ZONE: 8
ADJ: 5.5'
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS
OR DRIPLINES TO STONE TRENCHES.
12. REFERENCE ORDER OF CONDITIONS SE 83-1641
FOR ROAD AND WETLAND APPROVAL
TITLE 5 SITE PLAN
OF 43 NICKERSON FARM WAY
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DARREN & TINA MEYER
20 0 20 40 60
SCALE: 1" = 20 DATE: OCTOBER 14,2004
REV. 11/8/04 (WLL)
tHOFnur,� ���r{oF>�S�
ARNHa�'
ARNCH.
,
� .i.
hl, OJAU4
OJALA v L y
No 534 307
307
OJ Sf0 L.S. DATE
off 506-362-4541
f= 508 362-9860
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675