HomeMy WebLinkAboutEngineer PlanTBM = EL. 1 1.4
BULKHEAD FOUND.
110.0
.LOT 460
AREA = 0-26 Acre
PLAN BOOK 249 PAGE 3
ASSR MAP067 PCL I f
Exist. 1 ,000 Gal
5ept c Tank
rel
-� o
2;.7' ➢ C
11.9 1 II 1 1 0 0
z o
/ N
S` 'p0 — yVA1ER SE
_ 1
J
SHE
20.00
pRIVEW
713 11.8 11.6
0
10 00
4 FT. WIDE TRI
REMOVAL (SEE
-----
SOIL REMOVAL DETAIL
FOR SOIL
15)
LEGEND
�— g[ PROPOSED CONTOUR
® PROPOSED SPOT GRADE
--98 -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
—W— EXISTING WATER SERVICE
TEST PIT
SCALE: 1" = 20'
MAY 7'6 2022
HEALTH DEPT.
4 FT. WIDE TRENCHES FOR SOIL
REMOVAL (SEE NOTE 15)
EXISTING FAILED LEACHING W/IN
FOOTPRINT OF PROP. LEACHING
Yarmouth health Department
Date
SURVEY CONDUCTED BY:
WELLER AND ASSOC.
SEE PLAN ON FILE DATED:
JULY 10, 2015
SOUTH YARMOUTH e�SSE Ro
cPp�' LOCUS
14 CAPT. WRIGHT RD.
4 a
P N�
� Y
0
�^ ODES Rp.
N
�o
LOCUS MAP
LOCUS INFORMATION
TITLE REF: 18437/322
PARCEL ID: MAP 067 PAR. 133
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
PROPERTY iS IN ZONE II
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
14 CAPT. WRIGHT ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
JOSEPH M. FINN
MAY 25, 2022
OF
I
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonstitle5@gmail.com
SHEET 1 OF 2
ELEV. TOP
NOTE: PLACE MAGNETIC MARKING TAPE. OVER ALL COVERS
DROP
NOTE: PLACE ALL COVERS TO WITHIN 6" OF FINISH GRAD
BRING ALL C V F FINISH GRADE
.END.
INSTALL METAL RINGS/ SUR ACE IS PAVED.
(Existing)
FINISHED GRADE (11.5)
= 12.40F.G.EI_: 11.80
�
F.G.EL• 11.80 F.G. EL: 11.50
� MAINTAIN 29 MIN
SLOPE OVER LEACHING
AREA
a
INSPECTION PORT
'v F.G.EL: 1
.0
TO GRADE
.� .
6" -
�
6' INSPWnON Poor TO 807TOM OF STONE
E
WIN 3' OF BNISB CBME OUSE PERF PIP
10" TEE'S ARE
BE 14" INV. 9.20 6 ®S= 1% (MIN.)
1
Y 4" SCH 40
PVC
INV.= 8.90
INV. 9.32
INV. 9.03
EXIST. OUTLET INV. 9.57
GAS PROPOSED DB -5
BAFFLE
27.5' I
..... .. ..
..... V DISTRIBUTIOV BOX
y (H2O)
EXIST. 1,000 GALI.
ON SEPTIC TANK
9" MIN COVER
GAS BAFFLE TO B
INSTALLED ON �0 �T d1AS
f _.
a
cu ec o. 419 wSOL
f]L1FR vAeRic
�P�
BREAKOUT EL. = 9.23
OUTLET TEE AS M
NUFACTURED BY o y�
TUF-TITE, ZABEL,
DAREN M. /
OR EQUAL
n
- 928101w
NOTES:
ME{YE
INV. ELEV.=8.90
CONTRACTOR SHALL VERIFY ALL EXISTING
o No. END ELEV.=8.76
PIPE INVERTS PRIOR TO CONSTRUCTION
s/`. 3/4•
- 1-1/z'
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
'QfC/$jCov Daum, wasRE9 stage
V25' X
GRADE ON A MECHANICALLY COMPACTED SIX
_
ITA \I`
INCH CRUSHED STONE BASE, PECIFI D IN'-
r
31CMR 15.221(2).
1 BOTTOM EL.= 8.2
I
3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK /
WITH 1,500 GALLON SEPTIC TANK IF FAILED,
SEPARATION TO BOTTOM OF TH 6.76FT
5' L2.5'
I 20' - I
A
DAMAGED OR UNDERSIZED.
SEPTIC SYSTEM PROFILE TOP OF UNSUITABLE SOIL EL.
4.50
SEPARATION TO TOP OF UNS. SOIL
3.76' SOIL ABSORPTION SYSTEM (SECTION)
4) INSTALL INLET & OUTLET TEES W/�
cns BAFFLE As REQUIRED
ADJUSTED GROUNDWATER EL.
1.50
GENERAL NOTES:
DESIGN CRITERIA
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
SOIL LOGS
BOARD OF HEALTH AND THE DESIGN ENGINEER.
NUMBER OF BEDROOMS: 3 BED OOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
DATE: - MAY 20, 2015
SOIL EVALUATOR: REN R.S., CSE
SOIL TEXTURAL CLASS: LASS 2 0.60 GPD SF
( / )
LOCAL RULES AND REGULATIONS
#1614
DESIGN PERCOLATION RATE: <2 MIN I
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
WITNESS: AMY VONHONE, YARMOUTH HEALTH
DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
TP- 1
�. GARBAGE GRINDER: NO (not designed for garbage grinder)
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
Elev. Depth
11.50 0"
SEPTIC TANK: 330 gpdx 200% = 660 gpd, RE -USE EXIST. 1,000G SEPTIC TANK
ENGINEER BEFORE CONSTRUCTION CONTINUES.
A LOAMY SAND
10YR 4/1
LEACHING AREA REQUIRED: (330)/0.60 = 550 S.F.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
10.83 9"
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
B
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
LOAMY SAND
10YR 6 / 4
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
9.00 30"
USE 27.51 X 20' W LEACHING FIELD WITH 3 LATERALS
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
C MEDIUM-
SAND �(-o'
.6Y 6/4 V/"
4'S
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
C2 LOAMY -FINE- 84"
BOTTOM AREA: 27.5 x 20 = 550 SF
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
SAND
TOTAL SQUARE FEET PROVIDED = 550 vs. 550 REQ'D
10. EXISTING LEACHING (WITHIN PROP. FOOT PRINT) TO BE PUMPED, CRUSHED
10YR 6/6-
2.50 108"
DESIGN FLOW PROVIDED: 0.6(550 S.F.) = 330 G.P.D. vs 330 G.P.D. Teq'd
AND REMOVED PER TITLE 5. REPLACE W/ CLEAN MEDIUM. SAND.
C3 MEDIUM -
SAND
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
2.5Y 6/6
1.50 120"
12. THIS PLAN 1S TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
PERC RATE <2 MIN/IN. ("C" HORIZON)
14 CAPTAIN WRIGHT ROAD SOUTH YARMOUTH, MA
q
NO GROUNDWATER OBSERVED,!
,
Prepared for: Finn `
14. ALL PIPING TO BE 4` SCH 40 0 1/8'/FT (UNLESS SPECIFIED)t
F=---� --
15. INSTALLER TO CONDUCT TWO 4' WIDE TRENCHES ACCROSS PROPOSED LEACH FIE��
(AS SHOWN)
Design and Site Plan by:
SCALE
DRAWN
DATE
TO EL. 2.50 TO REMOVE UNSUITABLE "C2' SOIL LAYER AND REPLACE WITH CL
MED. SAND.
MEYER & SONS, INC.
N.T.S.
DMM
05/25/22
PO BOX 981
• I, Damen M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
REV DATE:
SHEET NO.
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
EAST SANDWICH, MA 02537
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999.
506-362-2922
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