6 Jacqueline Circle Proposed Site and Sewage Disposal SystemEL -24.9
241dameter cararate eOuers
raised to w thm C. of hmsh grade
for as noted)
21.4t
lnspe'tron Pct Mdu
mar*mg tape to w+thm
Q N
Gas tafhe 18.50
Longest Run
1500 GALLON D01-6
(11-20 Rated)
SEPT/C TANK D -BOX
FLOW PROFILE
CONSTRUCTION NOTES NOT TO SCALE
1 .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000):
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF
ON-SITE SEWAGE TREATMENT AND DISPOSAL 5Y5TEM5 AND FOR THE TRANSPORT AND DISPOSAL OF
5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING.
IF UNDER AN IMPERVIOU5 SURFACE, 5Y5TEM SHALL BE VENTED TO THE ATMOSPHERE.
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE
MECHANICALLY -COMPACTED BASE ON 51X INCHES OF CRUSHED STONE.
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE
501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6' OF FINAL GRADE. LEACHING FIELDS,
TRENCHES. AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCF55 MANHOLES SHALL HAVE AT LEAST
ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4' PVC PIPE PLACED VERTICALLY TO THE BOTTOM
OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO
WITHIN 3' OF FINAL GRADE.
5.) PIPING SHALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM
CONTINUOUS GRADE OF NOT LF55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LESS
THAN I% OTHERWISE.
6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4' DIAMETER SCHEDULE 40 PVC
(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLE55 OTHERWI5E NOTED. UNE5 SHALL BE CAPPED AT END OR
AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIK5TTWO (2) FEET BEFORE PITCHING TO
THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO A55URE EVEN
DISTRIBUTION.
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN
ORDER TO PROVIDE A WATERTIGHT SEAL
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE UMITS OF THE SEWAGE DISPOSAL
FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1 , ALL SYSTEM COMPONENTS SHALL BE MARKED WITH
MAGNETIC MARKING TAPE.
1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROP05ED SOIL AB5ORPTION SYSTEM.
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SY5TEM UNTIL RECEIPT OF THE
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE
AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED
A5 SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BYTHE DESIGNER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD
OF HEALTH AND THE DESIGNER. THE DESIGNER 5NALL CERTIFY IN WRITING THATTHE SEWAGE DISPOSAL
SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS.
48 HOURS ADVANCE NOTICE IS REQUESTED.
15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT
OF ANY WORK, THI5 INCLUDES, BUT 15 NOT UMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY
COMPANIES, AND THE LOCAL WATER DEPARTMENT.
16.) CONTRACTOR SHALL VERIFY THAT ALL WA51MUNFS ARE CONNECTED BY WATER TESTING WITHIN THE
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEFTiC
SYSTEM COMPONENTS.
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED FOR
STAKING, OR ANY OTHER PURPOSES,
19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYL.AW5. SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS.
OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE. TITLE 5. SOILS CAN BE VARIABLE AND
TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM
TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING
WITH INSTALLATION OF ANY SEPTIC COMPONENTS.
21.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND
ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE REMOVED
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE 501L ABSORPTION SYSTEM AND REPLACED WITH
CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
TWf'MYFIVE (25) A05 ARC36HC
(36/65292) LEACH CHAMVEZ51N BED
CONP7GURATION W/TH FIVE (5) R09,5
OPF/VE(5) CH41M3f99
LEACH CHAMBERS
&=/25+eoft mOf Test NO/e
SYSTEM DESIGN CALCULATIONS
5tWA6EDE3I6N FLOW Rf0U1Rf0 4 BEDROOM DWELLING 9
/ /0 GPD/559900M = 440 GPD REOURUP
SEWAGEDL3IGN PLOW PROVIDED: TWENTYPIIE (25) AD5 UN1151N SED
CONF7GUR4770N IN FIVE (5) ROWS OFF7VE (5) UN/T5 EACH.
Vt=((440/0.74)/(4.8F7z?IPV/5.0LPI =24.7AD5UNITS
RFOU/REO (25 PROVIDED)
444 GPD PROVIDEO > 440 GPD REOMWD
5fPT1C TANK CAPACITYREQU/RED: 440 GPDX 200% - BBO GPD REQU/RED
5EPT1C TANK C4PAC17YPROW 0f,9: 1500 GALLON 5PPTIC TANK
A GARBAGE DOF05AL 15 NOT PERVI= KITH M15 Of5/GN FLOW
I NSTALLER TO VERIFY THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES
PRIOR TO THE START OF ANY EXCAVATION
ACTIVITIES AND RELOCATE A5 NECE-95APY
(SEE NOTE # 1 5)
TEST HOLE LOGS
Test Hole #I (EL=22.8±)
1
J
Depth
Layer
Soil Class
Soil Color
Comi
0'-4"
A
Fine -Medium L.oamy5and
IOYR, 3/1
WATER SERVICE LINE
4'-27'
B
Medium Loamy Sand
I Ol'R 6/8
-G-
27"-1 20'
C I
Fme-Medmm Sand
I OYR 6/6
4007.
TEST HOLE LOCATION
5T
SEPTIC TANK
Perc
/ i♦
TWENTY FIVE (25) ADS ARC36HC (361 65D2)
LEACH CHAMBERS IN BED CONFIGURATION WITH
FIVE (5) ROWS OF FIVE (5) CHAMBERS
25' I/
PLAN VIEW
SCALE: I " = 10
Cleveland wa
Y
'40„E
Ap25. Or��z.�
o
I _ L
I i !
I I I I
I I
I F -i I 5�hV Septic Component tO be
1 I I I Abandoned or Remourd as
i 1 1
I L -JI 1 Ne'ces.°ary (See Notes #2/ f 22)
I I i I
&x ting 5epbc Components to he
D Abandoned or Remo✓ed as
($1 Necessary /See Note #21 122)
(I O -0 p
N
rk1A
0 OD rn1 �L'+z�° n
\
See Nate.4W)
BENCHMARK
Top Gas Gate
EL=22.5 (Assumed Datum)
22
1
\ Existing Dwelling
a (to be Razed) -
/JO \ s
Test Hole #2 (EL=22.5±)
1
J
Depth
Layer
Sod Class
Soil Color
Comments
013'
A
fine -Medium Loamy Sand
I OYR 3/1
WATER SERVICE LINE
3'-26'
B
Medium Loamy Sand
I OYR 618
-G-
26'-120'
C I
Fine-Medmm Sand
I OYR 616
40% Gravel
S � N
N� 6�
.W
N� J�
� i
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i
`C SITE PLAN
SCALE: I " = 20'
I
DATE OF TESTING: 09/18/14 INSPECTION NOTE:
501L EVALUATOR: UNDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. 0 20 40 GO
BOARD OF HEALTH AGENT: AMY VON HONE. YARMOUTH HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION BYTHE ENGINEER, SYSTEM
PERCOLATION RATE: LE55 THAN 2 MINANCH IN 'C' LAYER NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
SCALE 1 "=20'
NO GROUNDWATER ENCOUNTERED
1.) Assessor's Map 29 Parcel 39
2.) Deed Book 5222 Page 79
3.) Plan Book I G5 Page 85 F2 Lot 30A
4.) This property Is not In a Zone II of a Public
Water Supply
5.) Flood Zone: C
1
J
-
A'
24x5
�C da��°
N
ged<Op
-24-
PROPOSED CONTOUR
yid
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0
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eve ....
5
i
`C SITE PLAN
SCALE: I " = 20'
I
DATE OF TESTING: 09/18/14 INSPECTION NOTE:
501L EVALUATOR: UNDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. 0 20 40 GO
BOARD OF HEALTH AGENT: AMY VON HONE. YARMOUTH HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION BYTHE ENGINEER, SYSTEM
PERCOLATION RATE: LE55 THAN 2 MINANCH IN 'C' LAYER NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
SCALE 1 "=20'
NO GROUNDWATER ENCOUNTERED
1.) Assessor's Map 29 Parcel 39
2.) Deed Book 5222 Page 79
3.) Plan Book I G5 Page 85 F2 Lot 30A
4.) This property Is not In a Zone II of a Public
Water Supply
5.) Flood Zone: C
ZONING: P25
Lot Size: 25,000,5.f.
Lot Frontage: 150,
Setbacks:
Front: 30'
Side: 15,
Rear: 20'
Maximum BuildlnaJ Coverage: 25%
Proposed Bulldmg Coverage: 16%
& REGULATIONS
R DEPT DATF,
LEGEND
-
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
---
EXISTING CONTOUR
-24-
PROPOSED CONTOUR
- w-
WATER SERVICE LINE
-Q-
OVERHEAD UTILITY LINES
-U-
UNDERGROUND UTILITY LINES
-G-
GAS SERVICE LINE
EDGE OF CLEARING
FENCE
TEST HOLE LOCATION
5T
SEPTIC TANK
DB
DISTRIBUTION BOX
5As
SOIL ABSORPTION SYSTEM
ZONING: P25
Lot Size: 25,000,5.f.
Lot Frontage: 150,
Setbacks:
Front: 30'
Side: 15,
Rear: 20'
Maximum BuildlnaJ Coverage: 25%
Proposed Bulldmg Coverage: 16%
& REGULATIONS
R DEPT DATF,