HomeMy WebLinkAbout43 Nickerson Farm Way - Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 EXISTING CONTOUR
NO ACCE
EASEMEN
20 FT V%
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 Al SIDES AND
BETWEEN ROWS, AND 4 AT ENDS
HOARD OF HEALTH
MA
APPROVED DATE
TOP FNDN. AT EL. 30.5' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED
F 'I
RUN PIPE LEVEL
27.9C FOR FIRST 2'
' PROPOSED 1500
GALLON SEPTIC 27.45'
27:70' TANK (H- 10) GAS�26.70' b
_i.: .. BAFFLE 26.87' o
a
( 2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL «
COMPACTION. (15.221 (21)
DEPTH OF FLOW = 4 (-L-7 SLOPE) (� % S:.OPE)
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
12" MIN. COVER
26.92'
22' LEACHING
58' - D' BOX FACILITY
TH 1 BOTT. Cl EL. 22.0'
USE ADJ. WATER AT EL. 11
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 1 SOILS P#
O„29.0'
QELEV.
0"
Q
ELEV.
27.0'
A
B
FOLLINS
POND
LS
MILL
7.5' 6"
1OYR 3/2
36"
LS
1OYR 5/6
24.0'
B
LS
ROAD -yoR
DRIr
Aly !
f
30"
10YR 5/6
26.5'
Cl
lA OLD COLONY
C
PERC
LS
Rf��A� SRN
r
o
/
L
84"
2.5Y 6/4
22.0'
MS
LOCUS
C2
2.5Y 5/6
= 2083'
SL
2.5Y 5/4
192" 1 OBS WATER 13.0' 126" 1 16_5'
LI'
Ljj
y
U
n
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: 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 c 3VE HEAD U-,;' 21= ITO 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)
SH Of OFIyI
ARNNE a� ARNE H. q�yG
F1. OJALA
OJAI.A L N
No. 0248! 307
OJ Slo N L. S. DATE
off 508-362-4541
fm 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
FOLLINS
POND
MILL
POND
WEIR
ROAD -yoR
DRIr
Aly !
f
i CUs
lA OLD COLONY
WAY
A
0
Rf��A� SRN
r
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: 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 c 3VE HEAD U-,;' 21= ITO 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)
SH Of OFIyI
ARNNE a� ARNE H. q�yG
F1. OJALA
OJAI.A L N
No. 0248! 307
OJ Slo N L. S. DATE
off 508-362-4541
fm 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675