HomeMy WebLinkAbout83-1695 - Site Plan002LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
NO ACC
EASEMEP
20 FT V
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
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 24n HD
.r .-... r.-• eni
BOARD OF HEALTH
App- RO> VED DATE
, MA
SYSTEM PROFILE
TOP FNDN. AT EL. 30.5'(NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST
WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED
PROVIDE INSPECTION PORT WITHIN 6'
OF FINISH GRADE
RUN PIPE LEVEL 2" DOUBLE WASHE PEASTON
` 27.90' FOR FIRST 2'
' PROPOSED 150JILZ 0
+ GALLON SEPTIC 27.45' `08
27.70' TANK (H- 10) GAS 26.70' 26.5'
- BAFFLE 26.87' �"
8�
( 9. SLOPE) �6" CRUSHED STONE OR MECHANICAL
, COMPACTION. (15.221 [21) 1 EQUALIZER 24 HD
DEPTH OF FLOW = 4 (-L-% SLOPE) (-' SLOPE) 3/4" TO 1 1 /2" DOUBLE WASHED STONE
TEE SIZES: 10"
INLET DEPTH =
OUTLET DEPTH = 14"
FOUNDATION -
10' - SEPTIC TANK 58' D' BOX 22
28.0'
12" MIN. COVER
26.92'
7.5'
LEACHING {
FACILITY 14
TH 1 BOTT. Cl EL. 22.0'
USE ADJ. WATER AT EL. 18.5'
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#
C2
SL
2.5Y 5/4
192" 1 OBS WATER
,126"
ELEV.
Q 27.0'
B
LS
1OYR 5/6
24.0'
C
MS
2.5Y 5/6
16.5'
1. DATUM IS ASSUMED
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:
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
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.
B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
OR CONCEALED
9COMPONENTS NOT TO BE INSPECTION
BY BOARD OF HEALTH L AND WITHOUT
ND PERMISS ON OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND So 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 11/6/04 (WLL)
ZnOFIµ SNOFM,gS,.S,gc
ARNE� �p� ARNEyG�
OJALA
OJALA R L
RNo, 634Er 307 ✓%/r-/„ ,
t
OJ sto e L.S. DATE
\
SUITABLE
FACILITY, DOWN TO O
\ SUITABLE SOIL LAYER. REPLACE FBENCHMARK:AG NAIL off 508-362-4541
WITH CLEAN MED. SAND. (J1 tax 506 J62-9680
\ SET AT5.4' Elf
Ld
v down cape engineering, inc.
U
- CIVIL ENGINEERS
z Yarmouth Conservation Commission LAND SURVEYORS
NOV 9 - 2004 939 main st. yarmouth, ma 02675
RECEIVED��
04-305
ELEV.
0"
Q
29.0' 0"
_
A
LS
6„
10YR 3/2
B
LS
3(
30"
10YR 5/6
26.5
Cl
PERC
LS
2.5Y 6/4
84"
22.0'
C2
SL
2.5Y 5/4
192" 1 OBS WATER
,126"
ELEV.
Q 27.0'
B
LS
1OYR 5/6
24.0'
C
MS
2.5Y 5/6
16.5'
1. DATUM IS ASSUMED
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:
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
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.
B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
OR CONCEALED
9COMPONENTS NOT TO BE INSPECTION
BY BOARD OF HEALTH L AND WITHOUT
ND PERMISS ON OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND So 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 11/6/04 (WLL)
ZnOFIµ SNOFM,gS,.S,gc
ARNE� �p� ARNEyG�
OJALA
OJALA R L
RNo, 634Er 307 ✓%/r-/„ ,
t
OJ sto e L.S. DATE
\
SUITABLE
FACILITY, DOWN TO O
\ SUITABLE SOIL LAYER. REPLACE FBENCHMARK:AG NAIL off 508-362-4541
WITH CLEAN MED. SAND. (J1 tax 506 J62-9680
\ SET AT5.4' Elf
Ld
v down cape engineering, inc.
U
- CIVIL ENGINEERS
z Yarmouth Conservation Commission LAND SURVEYORS
NOV 9 - 2004 939 main st. yarmouth, ma 02675
RECEIVED��
04-305