15 Baldwin Lane - Site PlanTOP FNDN. AT EL. 13.7'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
Fj"� ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
�U PROPOSED 1500
GALLON SEPTIC
9.75' TANK (H- 10 )
MIN
( 7 SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH 14"
FOUNDATION— 10'
NOTE: BASE OF FOOTINGS TO
BE MIN. 2' ABOVE ADJUSTED
GROUNDWATER ELEVATION
PIPE LEVEL
FIRST 2'
�:ZZ�
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 [23)
MIN
( 1 R SLOPE) U-7 SLOPE)
— SEPTIC TANK 45'
2" DOUBLE WASHED
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
10.5'
3/4" TO 1 1/2" DOUBLE WASHED STONE
N
12'
LEACHING
FACILITY
"M
5'
USE ADJ. WATER AT EL. 3.0'
TEST HOLE LOGS
ENGINEER: LISA LYONS, RS
WITNESS: AMY VON HONE, RS
DATE: 5/4/05
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#_
C
F/MS
MS
2.5Y 7/2
2.5Y 6/4
96" osS WATER 2.4' 90"
112" 1.1' 112"
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: BEDROOMS (110 GPD) = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD ( 2 ) = 880
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 40.5 x 15 (.74) = 449
TOTAL: 607 S.F. 449 GPD
USE 40.5' x 15' LEACH FIELD OF 2 ROWS OF 6
STANDARD INFILTRATORS EACH, WITH 3' STONE
AT SIDES, 3.3' BETWEEEN ROWS AND 1.5' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 EXISTING CONTOUR
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
■SI1
MO O
OBS WATER
12.5'
FILE COPY
LEVWS BAY RD.
I o LOR61yA
HER�rADE �
N
9
m�
LOCUS �- SEAGULL
LOCATION MAP NTS
ASSESSORS MAP 17 PARCEL 11
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF: LCP 21255B SHT 2
FLOOD ZONE: B
GROUNDWATER ADJUSTMENT DATA:
WELL, MIW 29
ZONE: A
ADJ: 0.5'
NOTES:
1. DATUM IS NGVD
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
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.
TITLE 5 SITE PLAN
OF 15 BALDWIN LANE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: LARRY RUSSO
LARRY SALVUCCI
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 8, 2005
DATE
Q
ELEV.
E:9:1
0"
10_4' 0"
FILL
A
3"
91,
LS
10YR 3/3
A
LS
B
9"
1OYR 3/3
LS
B
LS
24-1
10YR 5/6
C
22"
1OYR 5/6
C
F/MS
MS
2.5Y 7/2
2.5Y 6/4
96" osS WATER 2.4' 90"
112" 1.1' 112"
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: BEDROOMS (110 GPD) = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD ( 2 ) = 880
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 40.5 x 15 (.74) = 449
TOTAL: 607 S.F. 449 GPD
USE 40.5' x 15' LEACH FIELD OF 2 ROWS OF 6
STANDARD INFILTRATORS EACH, WITH 3' STONE
AT SIDES, 3.3' BETWEEEN ROWS AND 1.5' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 EXISTING CONTOUR
APPROVED DATE
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
■SI1
MO O
OBS WATER
12.5'
FILE COPY
LEVWS BAY RD.
I o LOR61yA
HER�rADE �
N
9
m�
LOCUS �- SEAGULL
LOCATION MAP NTS
ASSESSORS MAP 17 PARCEL 11
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF: LCP 21255B SHT 2
FLOOD ZONE: B
GROUNDWATER ADJUSTMENT DATA:
WELL, MIW 29
ZONE: A
ADJ: 0.5'
NOTES:
1. DATUM IS NGVD
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
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.
TITLE 5 SITE PLAN
OF 15 BALDWIN LANE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: LARRY RUSSO
LARRY SALVUCCI
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 8, 2005
DATE