HomeMy WebLinkAbout43 Nickerson Farm Way - Site Plan 2LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
Fl ODI PROPOSED CONTOUR
- 100 EXISTING CONTOUR
NO ACCI
EASEMEP
20 FT V
SEPTIC DESIGN: (GARBAGE DISPOSER Is , NOT ALLOWED )
550
DESIGN FLOW: �_ BEDROOMS (110 Gpp) _ GPD
USE A 550 GPD DESIGN FLOW
SEPTIC 7A -NK_ 550 GPD (-L) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
49.65 x 15.75(.74) = 579
BOTTOM:
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 Al ENDS
BOARD OF HEALTH
MA
APPROVED DATE .
SYSTEM PROFILE
TOP FNDN. AT EL. 30.5'NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
_ WITHIN 6" OF FIN. GRADE 2% SLOPE _REQUIRED
MINIMUM .75' OF COVER OVER PRECAST
y RUN PIPE LEVEL
27.90'�FOR FIRST 2'
=SEPTIC
27.70 27.45'GAS 6.70' o
BAFFLE 26.87
a`
(-.L% SLOPE) \_6" CRUSHED STONE OR MECHANICAL
4, COMPACTION. (15.221 (21)
DEPTH OF FLOW (-L-% SLOPE) (-L-% SLOPE)
TEE SIZES: 10"
INLET DEPTH =
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK
2" DOUBLE
PROVIDE INSPECTION PORT WITHIN 6"
OF FINISH GRADE
EQUALIZER 24 HD
3/4" TO 1 1/2" DOUBLE WASHED STONE
58' D' BOX 22'
12" MIN. COVER
26.92'
I.I
LEACHING j
FACILITY I
TH 1 BOTT. Cl EL. 22.0'
USE ADJ. WATER AT EL. 1.
NOTE: FOUNDATION DRAINS MAY
BE REQUIRED
7.5"
L5'
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#
5 ELEV. 4 ELEV.
8
0 Q 29_0• 0.. 27.0'
A B
LS
6„ 1OYR 3/2 LS
B 1DYR 5/6
LS 36 24.0'
30"1
0" 1OYR 5/6 26.5'
Cl
PERC LS
2.5Y 6/4
84" 22.0'
C2
SL
2.5Y 5/4
192" 1 OBS WATER 13.0' 126"
C
MS
2.5Y 5/6
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
16.5' ZONE: B
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
I. O,IALA, P.L.S. DATE
off 508-362-4541
fox 508 362-9660
down cape. -engineering, inc.
CIVIL.:- 9NGINEERS
LAND ',SURVEYORS
939 main st. yarmouth, ma 02675
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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
16.5' ZONE: B
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
I. O,IALA, P.L.S. DATE
off 508-362-4541
fox 508 362-9660
down cape. -engineering, inc.
CIVIL.:- 9NGINEERS
LAND ',SURVEYORS
939 main st. yarmouth, ma 02675
r �
z1Aez 1s