6 Jaqueline Circle Site PlanTOP OF FOUNDATION
�1 EL -24.9
24'dumeter coneate ink
named to mebm a - of &Ich grade
(bras rated)
lra(xcbon Port and yr mth
manlrne tape to within 3'of1
ku
20.0 "OGas Baffle �� ]20A7/967/,'N
15.50 15.40
/9.40
IB.50�
L lorreest Rurt
DB -6
/500 GALLON (H-20 Rated)
.5EPTIC TANK D -BOX
FLOW PROFILE
CONSTRUCTION NOTES NOT TO SCALE
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000):
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION. INSPECTION, UPGRADE, AND EXPANSION OF
ON-51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF
SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2.) ANY SEPTIC 5Y5TEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DE5IGNED TO WITHSTAND AN H-20 LOADING.
IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE.
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE
MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE.
4.) COVERS OVER THE INLET AND OUTLET TEE5 OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE
SOIL A85ORPTION SYSTEM SHALL BE RAISED TO WITHIN G' OF FINAL GRADE. LEACHING FIELDS,
TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCE55 MANHOLES SHALL HAVE AT LEAST
ONE (1) INSPECTION FORT 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 LES THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT IESS
THAN 1 % OTHERWISE.
G.) D15TKJBUT10N LINES FOR THE 501L. ABSORPTION SYSTEM SHALL BE 4- DIAMETER 5CHEDULE 40 PVC
(OR EQUIVALENT) LAID AT 0.005 FT/PT. UNLE55 OTHERWISE NOTED. UNE5 SHALL BE CAPPED AT END OR
AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO
THE 501L ABSORPTION SYSTEM. DISTRIBUTION BOX SHALLBE WATERTE5TED TO ASSURE 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 LIMITS 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 PROPOSED SOIL ABSORPTION SYSTEM.
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM 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
AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD
OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL
SYSTEM WAS I115TAUED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS.
48 HOURS ADVANCE NONCE 15 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 IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY
COMPANIES, AND THE LOCAL WATER DEPARTMENT.
I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TEUNE5 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 SEPTIC
SYSTEM COMPONENTS.
18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED FOR
STAKING, OR ANY OTHER PURPOSES.
19.) THI5 PLAN DOE5 NOT CERTIFY. GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, 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 IS NO GUARANTEE OF 501L CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM
THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE SOILS PRIOR TO PROCEEDING
WITH INSTALLATION OF ANY SEPTIC COMPONENTS.
2 1.) 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.
TWENTY FIVE (25) AO5 ARC:501C a
(36/ 6BD2)1EACH 0-1AAAVE95 W BEO
CONFIGURATION N?TH FIVE (5) ROW5
OFFIVE(5) CHAMBERS
LEACH Ch1AMBERS Z_1253 Botta of Test Hole
SYSTEM DESIGN CALCULATIONS
SfWAGf DE51GN PLOW REQUIRED: 4 BEDROOM OWELUNG
/ 10 GPD/BEDROOM - 440 GPD REQUIRED
5f WAGE DE5/GN PLOW PROVIDED: 7WfNTYF/Vf (25) AOS UNIT.5 IN BED
CONPIGURAifON IN FIVE (5) ROW5 OFPTVE (5) UN/T5 EACIt
Vt=((440/0.74)/(4.6FTz1FV/5.0L1=24.7A05UNIT5
RfQU/RED (25 )"ROVIDED)
444 GPD PROV/DED > 440 GPD REQUIRED
SEPT/C TANK CAPACRYREQU/RED: 440 GPDX 200% = 6B0 GPD REQUIRED
5EPT1C TANK CAPAC1TYPROV/OfD: 1500 GALLON 55"RC TANK
A GARBAGE DOFL05AL /5 NOT PCRM/17ED WITH TW/5 DE5/GN FLOW
IN5TALLER TO VERIFY THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES
PRIOR TO THE START OF ANY EXCAVATION
ACTIVITIES AND RELOCATE AS NECESSARY
(SEE NOTE # 15)
TEST HOLE LOGS
Test Hole # I (EL=22.8±)
LEGEND
Depth
Layer
Sod Class
Soil Color
Coma
0'-4'
A
Fme-Medium Loamy Sand
I OYK 3/1
WATER SERVICE LINE
4'-27'
B
Medium Loamy Sand
I OYR G/8
-G-
27"-120'
C I
Fme-Medmm Sand
I OYR GIG
40%
ip
5T
TEST HOLE LOCATION
SEPTIC TANK
Perc
/ i•
TWENTY FIVE (25) ADS ARC3GHC (3G I GBD2)
LEACH CHAMBERS IN BED CONFIGURATION WITH
FIVE (5) ROWS OF FIVE (5) CHAMBERS
25
/n5pecb Port (see Note lF4)
PLAN VIEW
SCALE: I " = 10'
Cl evelancl Wa
Y
Tp �t
ee
/ l e
c. / 0,
r -
i I 1
I I I I
i 1 i 1
i m-1 I
I I i I
I i i
I h -i I
I 1 1 1
I I 1 I
Existing Dwellmg ,,fie O 1 1 I I
(to be Razed) I L _ J I
22.2 ^ �__.,
O s
o �
O I
' r
r
BENCHMARK
Top Gas Gate 11
EL=22.5 (Assumed Datum)
�brg Bepta Gxn/wncttts to be
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
LEGEND
Abandoned or Remoocd as
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
- -- ` -
EXISTING CONTOUR
-24-
PROPOSED CONTOUR
-w-
WATER SERVICE LINE
-O-
OVERHEAD UTILITY LINES
-u-
UNDERGROUND UTILITY LINES
-G-
GAS SERVICE LINE
�i
EDGE OF CLEARING
I OYR GIG
FENCE
ip
5T
TEST HOLE LOCATION
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
501L ABSORPTION SYSTEM
10,
Test Hole #2 (EL=22.St)
Abandoned or Remoocd as
layer
Sod Cla55
Sod Color
NEcessay(9ee Notes ill #22)
ZONING: R25
A
Fine -Medium Loamy Sand
22
Lot Size: 25,000 S.F.
3'-2G'
B
Medium Loamy Sand
Lot Frontage: 150'
2G'-120'
fnsbng 5epbc Canponents to be
Fme-Medium Sand
I OYR GIG
40% Gravel
Abandoned or Remoredas
5etback5:
()1
Neces,ay(5eeNotes021122)
Front: 30'
p
Side: 15'
P
Iv
Rear: 20'
pp
N OF '14801C+
Q
Maximum Building Coverage: 25%
rn ,'
JeLINDA JProposed
Budding Coverage: I G%
PINTO a
10,
Test Hole #2 (EL=22.St)
Depth
layer
Sod Cla55
Sod Color
Comments
0'-3'
A
Fine -Medium Loamy Sand
I CYR 3/1
GPERCOLATION
3'-2G'
B
Medium Loamy Sand
IOYR 9/8
2G'-120'
C I
Fme-Medium Sand
I OYR GIG
40% Gravel
\ SITE PLAN
NO GROUNDWATER ENCOUNTERED
Yarmouth Health Department
Date
20 40
SCALE 1 "=20'
Rx
62015
S
DATE OF TESTING: 09/18/14
SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC.
=TO
0
BOARD OF HEALTH AGENT: AMY VON HONE, YARMOUTH HEALTH DEPARTMENT
SPECTION BYTHE ENGINEER. SYSTEM
GPERCOLATION
RATE: LESS THAN 2 MIWINCH IN'CLAYER
PLETE INCLUDING BUILDUP FOR COVERS.
NO GROUNDWATER ENCOUNTERED
Yarmouth Health Department
Date
20 40
SCALE 1 "=20'
Rx
62015
S