Engineered Plan - 2018OD
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LOT 34
j AREA = 22,827 S.F.
LEGEND WEST YARMOUTH
PROPOSED CONTOUR
S
® PROPOSED SPOT GRADE y
--98-- EXISTING CONTOURcNP�O�R GRPY RO o
+ 96.52 EXISTING SPOT GRADE'. c�
W— EXISTING WATER SERVICE 4
TEST PIT
SCALE: 1"=20' PV jO OR•
fG0
Yarmouth Health Department
PP VED.
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o Name Date
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LOCUS MAP
LOCUS INFORMATION
PLAN REF: 35776D
TITLE REF: C149885
PARCEL ID: MAP 064 PAR. 041
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
12 LU ELLEN LANE
WEST YARMOUTH, MA
PREPARED FOR
FRANCES GARCIA EST.
JUNE 20, 2018
A N
1 40
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MEYER & SONS, INC.
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w KIT I DIN i P.O. BOX 981
GAR I
_ EAST SANDWICH, MA. -02537
BED BED
uV 36 1200 PH: (508)360-3311
»
RM Rtvl RM S81.18'33 W
FAX: (774)413-9468
SURVEY REFERENCE: meyerandsonstitle5C9)gmail. com
FLOOR PLAN CERTIFIED PLOT PLAN BY:
S.R. SWEETSER, PLS DATED 3-5-84 CI-IF'FT 1 (1F 7 1.99 RGA
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EXISTING 1,000G i
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SEPTIC TANK
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36
0
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t0
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UP
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LOT 34
j AREA = 22,827 S.F.
LEGEND WEST YARMOUTH
PROPOSED CONTOUR
S
® PROPOSED SPOT GRADE y
--98-- EXISTING CONTOURcNP�O�R GRPY RO o
+ 96.52 EXISTING SPOT GRADE'. c�
W— EXISTING WATER SERVICE 4
TEST PIT
SCALE: 1"=20' PV jO OR•
fG0
Yarmouth Health Department
PP VED.
OZ�2
o Name Date
B��K �s�PNo
RO A�
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 35776D
TITLE REF: C149885
PARCEL ID: MAP 064 PAR. 041
FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
12 LU ELLEN LANE
WEST YARMOUTH, MA
PREPARED FOR
FRANCES GARCIA EST.
JUNE 20, 2018
A N
1 40
�NITAR�a� I �Y
r
i
I
MEYER & SONS, INC.
I
w KIT I DIN i P.O. BOX 981
GAR I
_ EAST SANDWICH, MA. -02537
BED BED
uV 36 1200 PH: (508)360-3311
»
RM Rtvl RM S81.18'33 W
FAX: (774)413-9468
SURVEY REFERENCE: meyerandsonstitle5C9)gmail. com
FLOOR PLAN CERTIFIED PLOT PLAN BY:
S.R. SWEETSER, PLS DATED 3-5-84 CI-IF'FT 1 (1F 7 1.99 RGA
ELEV. TOP
FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
(Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (35.9)
= 38.30 F_G_EL 36.5 1- n . zc. n r n r1. zr e
EXISTING OUTLET
INV. 35.30
EXISTSING 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE
DAMAGEDED OR UNDERSIZED.
4) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL. SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE
B. ALL AREAS DISTURBED DURING CONSTRUCTION SHAT BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS 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.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING.
15. ALL PIPING TO BE 4" SCH 40 O 1/8 -/FT (UNLESS SPECIFIED)
ELEV.= 33.50
ELEV.= 32.50_
SEPARATION
BOTTOM OF TESTHOLE EL: 24.80
SOIL LOGS
DATE: MAY 31, 2018
SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
WITNESS: AMY VONHONE, YARMOUTH HEALTH DEPT.
Eley.
TP -1
Depth
35.80
A
0"
DRAWN
LOAMY SAND
35.22
1OYR 4/1
7'
DMM
B
S
REV DATE
CHECKED
DMM
1L OYR6A/N8D
33.47
28"
C
SAMEDND
PERC TEST
2.5Y 6/6
O EL 31.68
24.80
132"
3/4" - 1-1/2"
DOUBLE WASHED
BREAKOUT
ELEV. = 33.50
SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK: 550 gpd x 200% = 1,100 gpd USE EXIST. 1,000G SEPTIC TANK
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
BOTTOM AREA: 25 x 12.5= 312.5 SF
SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
PERC RATE <2 MIN/IN. (-Cl- HORIZON)
12 LUELLEN LANE, WEST YARMOUTH, MA
NO GROUNDWATER OBSERVED
Prepared for: Frances Garcia Estate.
Design and Site Pian by:
SCALE
DRAWN
DATE
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct soli evaluations and that the above onolysis has been performed by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Soil Evol. Exam in October, 1999.
MEYER &SONS, INC.
POBOX981
FAST SANDWICH, MA 02537
508362-2922
N.T.S.
DMM
06/20/18
REV DATE
CHECKED
DMM
SHEET NO.
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