HomeMy WebLinkAboutEngineered Plans - 2018LOCUS DATA
CURRENT OWNER STEFAN VOGEL
SHIRLEY VOGEL
PLAN REFERENCE 348-20
DEED REFERENCE 26108-330
ZONING DISTRICT
R-40
FLOOD ZONE
"X"
ASSESSORS MAP
108
PARCEL
45-05131
OVERLAY DISTRICT
ZONE II
LOT AREA
22,500f S.F.
SITE & SEWAGE
REPAIR PLAN
#26
DEB'S HILL ROAD
IN
YARMOUTH PORT, MA
DATE: JULY 9, 2018
OWNER/APPLICANT:
STEFAN VOGEL
26 DEBS HILL ROAD
UNIT 513
YARMOUTH PORT, 02675
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU RVEY@YAH 00. COM
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DEBS HILL RD.
LOCUS
6
LOCUS MAP
NOT TO SCALE:
18-0110
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EDWARD
A
STONE
No.289$C
#28
UNIT 5A
2
BEDROOMS
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- e.
Varmouth Health Department
APPRQVED
E 180.00,
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LIVING
ROM
FAMILY
ROOM
KIT. #26 --'�'—
UNIT 5B
:N� BATH BED
BED
#1 BATH\ \
EXISTING
SEPTIC TO
REMAIN-\
Date
02
LOT 4
LOT 5
22,500t
;r
-10
U
EXISTING 1,000
GALLON SEPTIC
'TANK TO REMAIN o
------------
i
26.3'
100.7
99.6 Xr 1
1 BENCHMARK:
CORNER OF CONCRETE
BULKHEAD. EL.=102.16
0
0
X 100.4 12.0'
NOTE:
REMOVE BUSHES & ROOTS
FOR 2' AROUND TANK
EXISTING LEACHING PIT TO
BE PUMPED, CRUSHED, SAND
FILLED AND ABANDONED IN
ACCORDANCE WITH TITLE 5.
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oit
00
m
EXISTING TREE
TO BE REMOVED
X 100.2
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PROPOSED
LOT 6
11.3'x16'
LEACHING AREA
PROPOSED 0 20 30 40
OBSERVATION
PORT I
GRAPHIC SCALE:
1 INCH = 20 FEET
RAISE COVERS TO WITHIN 6" OF FINISH GRADE;
T.C.F. 102.16 FINISH GRADE
�\ ELEV. 100.8 FINISH GRADE
ELEV. 100.4 ELEV. 100.3
r2.To
3' OF COVER
EXISTING INV.=4 mIrv-o mnn
99.33 10"TEE 14"TEE
INSTALL
GAS BAFFLE
4'-1" LIQUID. LEVEL
VERTICAL DATUM:
ASSUMED
BENCH MARK USED:
CORNER OF BULKHEAD
ELEVATION 102.16
18-0110
SITE & SEWAGE
REPAIR PLAN
/Fz
DEB'S HILL ROAD
IN
YARMOUTH PORT, MA
DATE: JULY 9, 2018
OWNER/APPLICANT:
STEFAN VOGEL
26 DEBS HILL ROAD
UNIT 513
YARMOUTH PORT, 02675
SHEET 2 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
EXISTING 1,000 GALLON
SEPTIC TANK TO REMAIN
10' OS= 0.14
4" PVC SCH 40 n 5' OS= 0.01
INV.=
99.16
SYSTEM DESIGN
OBSERVATION EXISTING DESIGN FLOW
PORT TO GRADE 2 BEDROOMS AT110 GPB/D Z0 GPD
GROUND ELEVATION 100.2 REQUIRED SEPTIC TANK
2.4' OF COVER 220 x-? _ _ _____298 GAL.
3 EXISTING SEPTIC TANK = __1 QQQ GAL.
S.ET "7.5QUIK-4" STANDARD PLUS LEVEL
INV=90 >o p
-- 16.0' - I °m8\1mL 96.83
M O
USE (16) QUIK 4 STANDARD PLUS
CHAMBERS TOTALING 64 LINEAR FEET ELEV, 89.50
48"x34"02" STONELESS BED FORMATION NO GROUNDWATER TPIT#1
( FOUR ROWS OF FOUR PANELS )
CONSTRUCTION NOTES:
/_3 OUTLET
H-10 DB3
INV.= 97.72
97.55
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS
OTHERWISE SPECIFIED.
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES.
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
13. MAGNETIC TAPE ON ALL COMPONENTS.
2 OBSERVATION PORT
/ SCREW CAP TO GRADE
irl
�-2.83'-+- 2.83'--- - 2.83'--�- 2.83'-�
11.32'
END VIEW
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE -� ----MIN./INCH
LONG_ TERM APPL. RATE-0•74-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
220 _ 0.74 SF/GPD = -2-9-4.-S.F. MIN. REQ.
USING 16 STONELESS UNITS
INFILTRATOR - 16 QUIK "4" STANDARD PLUS
4.73 SF / LF X (4' x16)= 302S.F
302 x 0.74 G/SF = 223 GPD
223 GPD PROV > 220 GPD REQ. = 3 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
DTH #1 16 INDICATES DEEP
TEST HOLE
INDICATES
P-1 42" PERC TEST
NO MOTTLING
NO WEEPING
126" INDICATES ADJ. GROUNDWATER
NO OBS. GROUNDWATER
NO OBSERVED GROUNDWATER
DEPTH TO BOTTOM OF HOLE 10.5'
VARIANCES REQUESTED
NONE
D.T.H. #1 ib
DATE: 6 /21 /18
GROUND ELEV. 100.0
NO GROUNDWATER
A
1OYR 4/2
LOAMY SAND
16"
B
10Y 6/6
LOAMY SAND
EL. = 98.0
24"
42"
C
2.5Y 6/6
MED. SAND
SOME BOULDE
NO G.WATER 1126"
EL. = 89.5
B.O.H.
PHIL RENAULD
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS (KEVIN) BROTHERS
SOIL TYPE: 1
PERC RATE: 3 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN