Engineer PlanMap 77
Parcel 46
15" W
Lot 369
15,640± Sq
Obs
Part See Excavation Notes
_1 7 X52-,
v_ 14, Q Holly
t+ + + \ Tree
+ + +
+ + \ 2_6_q
Map 77
Parcel 44
Yarmouth Health Department
APPROVE
=+ L=2 i
Name Date
+ + +
nonyi
Tree Deck
Kitchen
'�NCd
Both
Tree L
`\\/ \ C'(52.
Bath
jinde
, Loz
\ \ + + +
+See Note #19
+++ + +'
S T
\
_Tree_
(^ 1
(51.8)
#1
South Yarmouth,
See Note #19
TBM EL
Corner
i
i
50
S'7,25�
tas
NOTE:
LOCATION OF UTILITIES IS APPROXIMATE AND ALL
UNDERGROUND AND OVERHEAD UTILITIES MUST BE
DETERMINED IN THE FIELD PRIOR TO COMMENCEMEN
OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED T(
REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMP
AND THE LOCAL WATER DEPARTMENT.
1.) Assessor's Map 77 Parcel 45
2.) Bk 6556 Pg. 296
\ 3. Plan Book 227 Page 119 Lot 369
4, This property is in the Zone 11
ahs , Water Protection District
\ 5,) This property is in Flood Zone X
\ Firm Map 25001CO587J 7/16/14
un
Ft.
1
o, \
50 }} 6 iP
�,
\ t <rr,,
\ \ V
do
House #111,
3 Bedroom
52.2)
Garage
Slab = 50.1 \ ,
52 1 I i
(51.4) 50.0 .f ml
\\/ l t I
\\ °V\ ./ //R = 30.0' 0
}\ Paved µt �z L = 47.12'
a D/W
r \
50.0 \ /
} f
NI
e ' Y U $q�4 Of 45AS9c ,
C{1` Ro s EPH=N
Sm
a
GaP P et;c �) � ,�� No
u c�
Existing door to
be removed and
Unfinished replaced with
(Partial) case opening.
Workshop'""�
Lower
Level
N.T.S.
Family
Room
Garage
Dining
Living
Kitchen
'�NCd
Both
Bed #1
Bath
jinde
, Loz
Ro a
Bed #2
Ouortenioster Row
'�NCd
jinde
, Loz
SRoad
M
1,00M
o.
oRoad
South Yarmouth,
MA
Upper
Level
N.T.S.
SITE LOCUS
NOT TO SCALE
Proposed Sewage Disposal System
111 Phyllis DrVie South Yarmouth, MA
Prepared for:
Warren Brimblecon
111 Phyllis ,,Drive
South Yarmouth, MA
Prepared by:
All Cape Septic and Survey
618 Route 26
West Yarmouth, MA 02673
(508) 771-4200
olicapeseptic@gmoil.com
03/07/22 { Sheet 1 of 2 By: MA Check: SMTDwg. X420
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
CONSTRUCTION NOTES
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 1
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND
EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRM
AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS.
2) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTEN
VEHICLES OR HEAVY EQUIPMENTTO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND At
LOADING. 1F UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL- BE VENTED TO THE ATMOS
3.) TO MINIMIZE .UNEVEN SETTLING, SEPTIC TANKS AND D -BOX SHALL BE INSTALLED ON ,
MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE.
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION
THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WTHIN 6" OF FINAL GRAD€, LEACH
FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES ;
HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLP
VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM MATH A CAP, TIED WITH b
MARKING TAPE, ACCESSIBLE' TO WITHIN 3" OF FINAL GRADE.
5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LA
MINIMUM. CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC
AND NOT LESS THAN 1% OTHERWISE.
6.) DISTRIBUTION. LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHE
PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE
AT END OR AS NOTED.
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEF01
PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTES
ASSURE EVEN DISTRIBUTION.
8.) GROUT TO BE USED AT ACUPOINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE S'
IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SE
DISPOSAL. FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
10.) IN ACCORDANCE LITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED
MAGNETIC MARKING TAPE.
11.) THERE. ARE NO KNOWN WELLS OR WETLANDS WITHIN 15V OF THE PROPOSED SOIL AB
12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECE
THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO P
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
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT
BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRnING THAT
SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PEP
AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE F
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT UNITED T0, REQUESTS TO DI
ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT.
16.) CONTRACTOR SHALL VERIFYTHATALL'WASTELINES ARE CONNECTED BY WATER TESTII
WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF
SEPTIC SYSTEM COMPONENTS.
18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE
VARIABLE AND TEST. HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS
SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS,- DESIGN ENGINEER IS TO INSPECT
SOILS PRIOR TO PROCEEDING 'NTH INSTALLATION OF ANY SEPTIC COMPONENTS.
19.) EXISTING SEPTIC COMPONENTS TO BE. LOCATED; PUMPED. DRY: FILLED WITH CLEAN SA
ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSER�
HOLE LOG) AT APPROXIMATE ELEVATION 48.9, FOR A LATERAL DISTAN
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER
LEACHING AREA.
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FR(
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TE'.
CRITERIA PUT FORTH IN SECTION 15:255(3) OF TITLE 5.
3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLAC
OF FILL INTO THE RETAINING STRUCTURE,
4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY.
H-20 51 it
1ERE.
Outlet EL
STABLE
Slab EL s 50.0 "
G 8 0
ON A
40
1a'±
0
RAISE MIN. 20" DIAMETER COVER
TO WITHIN 6" FINISH GRADE
RAISE MIN. 20" DIAMETER COVER
TO WITHIN 6" OF FINISH GRADE
EL=52.0±
RISERSSI °`elan Port
.Boa Covin 41
0
51.7±a eclion
50.4± "Dort GEOTEXTIL
FABRIC
49.75
GAS
EXISTING
1,000 GALLON
SEPTIC TANK
17'7
5"±
FLOW PROFILE
NOT TO SCALE
TH SYSTEM DESIGN CALCULATIONS
IPTION SYSTEM. SEWAGE DESIGN FLOW: EXISTING THREE BEDROOM DWELLING 0 110 GPD/BEDROOM = 330 GPD
IENT (MINIMUM DESIGN REQUIRED 330 GPD)
SEWAGE DESIGN FLOW PROVIDED: 14'- 0" x 34'-0" LEACH FIELD
ENGINEER. WITH THREE 4" SCH 40 PERF. PVC PIPE
THE Vt = 14 x 34 = 476 SF x .74 = 352 GPD PROVIDED
352 GPD PROVIDED > 330 GPD REQUIRED
SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM)
SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON SEPTIC TANK (EXISTING)
ITE, A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW
OF 5'
THE
ORGANIC
Test Hole 1 (EL=51.$7)
l L5 l HULL LUbb
Depth
Elev.
Layer
Soil Class
Soil Color
0"-6"
51,3
A
Loamy Sand
10YR3/1
6"-35"
48.9
B
Loamy Sand
10YR4/4
35"-108"
42.8
C
Medium Sand
10YR6/6
DATE OF TESTING: 03/03/22
SOIL EVALUATOR: MARK POSELLI
WITNESS: PHILIP RENAUD, YARMOUTH HEALTH AGENT
PERCOLATION RATE: LESS THAN < 2 MIN/INCH
PERC 0 59" (C Layer)
GROUNDWATER ENCOUNTERED AT 99" EL = 43.55
NO MOTTLING ENCOUNTERED
... , ..
............ ....
,1i4Tirh0M, ,
+
3/4" to
1-1/2" Stone
(Double wosh)
34'0
49;25
14'-0" x 34'-0" LEACHFIELD WITH
THREE 4" SCH-40 PERF. PVC PIPE
4.6'
SET AT 0.005 SLOPE ON.MINIMUM 6"
DOUBLE WASHED 3/4" TO 1-1/2"
TONE
LEACH CHAMBERS
(END VIEW)
EL = 44.65 Adj. High
G.W.
(+1.1' Adj.)
EL=43.55 Ground Wat
r
EL=42.8 Bottom Test
Hole
High Ground Water Level
Index Well: AIW-231
Woter-Level Range Zone Zone B
Water Resource Date/Reading Feb - 2022 25.83'
Ground Water Adjustment 1.1'
Maximum Feasible Compliance
Variances: 310 CMR 15.404(1)
Reduce 5' ft required from Adjusted High Ground Water
table to 4:6' ft. A 0.4' ft Variance is reque ted.
Proposed
111 Phyllis
Sewage Disposal Syst
Drive South
Prepared for:
Yarmouthl MA
Warren Brimblecon
111 Phyllis Drive
South Yarmouth, MA
Prepared by:
All Cape Septic and Survey
618 Route 28
West Yarmouth, MA 02673
(508) 771-4200
allcopeseptic@gmail.com
Date: 03/07/22
t2of2
No. AC -420-2