HomeMy WebLinkAboutEngineered Plans - 2015LOCUS DATA 6
CURRENT OWNER JEFFREY T. MARR �7K0Fk4
DEBORAH M. MARK ���oPo �y� N EDWARD,Cy�N� I \ ' !i/ `� — — —
Q� 0 A. 29
/ ��
PLAN REFERENCE 158-119 C) o y STONE N /
. fop �o No. 28980
DEED REFERENCE 19851-148 LOCUS
RFs / Q T Ss29 X28_ — — — — — — — _
ZONING DISTRICT R-40
LOCUS MAP
FLOOD ZONE X NOT TO SCALE:
ASSESSORS MAP 78 15-0108 UTILITYPOLE
PARCEL 112 r / IN,EXISTING
�\ _
OVERLAY DISTRICT ZONE it — APD DRIVEWAY
PROPOSED S.A.S. �N V<v /
LOT AREA 14,870± S.F. (24) QUIK "4"S. N
INFILTRATOR
11.33'x24.0'
SITE & SEWAGE
i
REPAIR PLAN LOT 60 29 PATIO GARAGE\
-�–
4 0 14.4 OBS 29 i SLAB AERN��
J
01130
CA P T. BACON ROAD
N 9 N PORCH
S 0 . YARMOUTH, MASS L 0 T 59 ` N o' SLAB KITCHEN ROOM
DATE: MAY 31, 2015 0^ 2�1\ DTH #1 #40
FULL
"DB -6" BATH FOUNDATION
OWNER/APPLICANT:^� 26� �- BATH / O
BED#1 G", /
JEFFREY MARR ,•" _ \ / �Q
11 MARK LANE
= LOT 6 — \ BED#3 BED#2
MILTON, MA 02186 14,870± S.F.
617-698-3333
24 _ \ RET. WALL / O
SHEET 1 OF 2 \ -- 1 BENCHMARK
Z CORNER OF BULKHEAD.
/
PREPARED BY: 80
7g,p6, srp ADC FENCe l
EAS SURVEY, INC. �•
�/
EXISTING LEACHING PIT & EXISTING 1,000 "] Q
P.O. B 0 X 1729 "D" BOX TO BE PUMPED, GALLON SEPTIC ` `
CRUSHED AND ABANDONED TANK TO REMAIN
SANDWICH, MA 02563
IN ACCORDANCE WITH 0 20 30 40
TITLE 5.
PH. (508) 888-3619 Z
CELL (508) 527-3600 L 0 T 57 GRAPHIC SCALE: acne Date
EAS.SURVEY@YAHOO.COM 1 INCH = 20 FEET
SILL ELEV. 30.67
GRADE ELEV. 28.
ISA 4" PVC
FULL '. SCH 40
FOUND. ��� INV.= 26.87
INV.= I III A muv-
25.86 10"TEE
FINISH GRADE
ELEV. 28.0 i
14"TEE
I GAS BAFFLE
4'-1" . LIQUID LEVEL
SE COVERS TO WITHIN 6" OF FINISH GRADE
ELEV. 27.50
14'CS=0.05
4" PVC SCH 40
INV.=
25.66
DATUM: ° ° ° °
EXISTING 1,000 GAL TANK TO REMAIN
VERTICAL DATUM: N.G.V.D.
BENCH MARK USED: CORNER OF BULKHEAD CONSTRUCTION NOTES:
ELEVATION 27.80
15-0108-SEP.DWG
SITE & SEWAGE
REPAIR PLAN
#4D
CA P T. BACON ROAD
IN
So. YARMOUTH, MASS
DATE: MAY 31, 2015
OWNER/APPLICANT:
JEFFREY MARR
11 MARK LANE
MILTON, MA 02186
617-698-3333
SHEET 201F 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
'H-10 DB6
D -BOX
INV.= 24.96
OBSERVATION PORT TO
GRADE / SCREW ON CAP
ELEV. 27.50 GROUND ELEVATION 27.90
rno ri cv oc n 3' MAX COVER
6' CS= 0.02
(24) H-10 QUIK-4"s INFILTRATOR
\INV,=24.67 4 ROWS OF 6 UNITS
V.=24.79 EACH UNIT 34" x 48" x 12"
24.0' --�
11.33'x24.0' LEACHING AREA
IN FIELD CONFIGURATION 1 ELEV. 19.0
ADJ. G.WATER TH#1
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 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 6" 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 THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING.
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 OVER ALL COMPONENTS.
N
mL24.0 °'
00
ui L6
ac
OBSERVATION PORT(S)
/ / SCREW CAPS
i
PA
�--2.83'---+--2.83'---{-- 2.83'--+--- 2.83'--- {
------ 11.33' ---�
a to nF n.. E VIEW
N
SYSTEM DESIGN
PROPOSED DESIGN FLOW
3 BEDROOMS AT 110 GPB/D 3I2 GPD
REQUIRED SEPTIC TANK
330 x 2__ _ ___660 GAL.
EXISTING SEPTIC TANK = --100-Q_GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE _<_2 ____MIN./INCH
LONG TERM APPL. RATE-2--LA-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = 445 S.F. MIN. REQ.
USING 24 QUIK-4 INFILTRATORS CHAMBERS
NO STONE AROUND
4.73 SF / LF X (4 x 24) = 454 S.F
454 x 0.74 G/SF = 336 GPD
336 GPD PROV > 330 GPD REQ. = 6 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM
WELL MIW-29
WELL ZONE: B
WELL DEPTH: 7.14
WELL ADJUSTMENT: 1.4
DEPTH OF WATER: 11.0'
DEPTH OF ADJ.: 9.6
DTH #1 i' INDICATES DEEP
TEST HOLE
INDICATES
P-1 64" PERC TEST
NO MOTTLING
NO WEEPING
--10- 118" INDICATES ADJ. GROUNDWATER
==> 132" INDICATES OBS. GROUNDWATER
VARIANCES REQUESTED
NONE
D.T.H. #1 0
DATE: 4/30/15
GROUND ELEV. 28.6
ADJ. GW 19.0
FILL
126"
B
LOAMY SAND
10YR 4/3
44"
ELEV = 24.9
C
MED./COARSE 64"
SAND
10YR 6/6
ELEV.=19.0 1115"
'132"
ELEV = 17.6
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS (KEVIN)
SOIL TYPE:1_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN