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I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED BVTS-5
STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN N/F
HEREON WITH RESPECT TO THE PROPERTY UNE. � ��� TOWN OF YARMOUTH
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DECELLE, JR
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•36" MIN. FENCE POST
(STEEL 'T' TYPE OR 2"
HARDWOOD) DRIVEN MIN. 16"
INTO GROUND, 10' MAX. O.C.
WOVEN WARE FENCE (MIN. 14 1/2
GAUGE, 6" MAX. MESH SPACING)
SECURELY FASTENED TO POST
W/ TIES OR STAPLES.
FILTER FABRIC FASTENED OVER
MESH, FABRIC OPENING SIZE SUITABLE
FOR VERY FINE SILT/LOAM SOILS.
STAKED BALES END
TO END
20" I 1 f
MIN. H±EHI I
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_ 8" MIN.
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- BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY,
` NO PLASTIC OR WIRE.
- HAY BALES TO BE SECURED W/ MIN. TWO (2) 2 -X2 -
WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE.
SILT FENCE Z HA YBALE DETAIL
N/F
GJRMAN
Yarmouth HealthDepartment
Name Date
LOCUS SKETCH NOT TO SCALE
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DeCELLE
BURKE
& Associates, Inc.
1266 Furnace Brook Pkwy., #401 Quincy, MA 02169
(617) 405-5100 (0) (617) 405-5101 (F)
GENERAL NOTES:
1. LOCUS: ASSESSORS MAP 49 LOT 220
RECORD OWNER:
THE IRM CORP.
C/O MARK GORMAN
77 RUSSELL ROAD
WELLESLEY, MA 02482
2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DELINEATED THE
WETLANDS FOR THIS LOT AND WERE FIELD LOCATED 8Y THIS OFFICE
TOPOGRAPHY AND PROPOSED HOUSE AND SEPTIC LOCATION SHOWN
HEREON WAS COMPILED FROM THE SEPTIC DESIGN PLAN PREPARED BY
SWEETSER ENGINEERING OF SOUTH DENNIS, MASSACHUSETTS DATED
APRIL 26, 2012. DATUM AS REFERENCED M THE SWEETSER PLAN IS
NGVD-1929.
3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND
MASS HIGHWAY STANDARDS.
4. EXISTING UDLTBES WHERE SHOWN IN THE DRAWINGS ARE
APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
LOCATING AND COORDINATING THE PROPOSED CONSTRUCTION ACTIVITY
WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES AND
MAINTAINING THE EXISTING UTILITY SYSTEM M SERVICE.
DIG -SATE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409 AT TEL 1-868-344-7233. THE
ENGINEER DOES NOT GUARANTEE THBR ACCURACY OR THAT ALL UTILITIES
AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM RECORD
PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND INVERTS
OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF
CONSTRUCTION.
5. CONTRACTOR TO PAVE AND LOAM AND SEED ALL DISTURBED AREAS.
AREAS TO BE STABILIZED PRIOR TO THE REMOVAL OF THE EROSION
CONTROL BARRIER. r
6. THE PROPEIM HAS A FLOOD ZONE AE OF ELEVATION 12 AS SHOWN
ON FIRM 25001005871 DATED JULY 16, 2014. THE CORRESPONDING
ELEVATION AS SHOWN ON THE PLAN IS 13.1 WHEN CONVERTING THE
NW -29 PLAN DATUM TO THE FEMA DATUM OF HAVD-88.
DEED REFERENCE:
Barnstable County Book 12608 Page 138
PROJECT TITLE 8 LOCATION:
PROPOSED NOTICE OF INTENT PLAN
142 SWAN LAKE ROAD
YARMOUTH, MA 02664
PLAN TITLE:
PROPOSED SITE PLAN
PREPARED FOR:
WILLIAM MCDERMOTT
36 CANOE RIVER DRIVE
MANSFIELD, MA 02048
DATE: MAY 22, 2012
REVISED: JUNE 7, 2012 - CERTIFICATION
REVISED: OCTOBER 28, 2015 - FLOODPLAIN REVISION
REVISED: JANUARY 6, 2016 - SEPTIC INFO INCLUSION
JOB NUMBER: 150.010 SHEET 1 OF 2
SCALE: 1"=20'