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PICKET FENCE
CAIRROLL
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SWAN LAKE ROAD
(PRIVATE — 40' WIDTH)
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I LOTS 90&91
19, 6651 S.F.
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SEWAGE DISPOSAL ST57EM DESIGN
DESIGNED BY O�ERS AND
APPROVED BY E YARMOUTH B.O.H.
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PROPOSED
36.0
24.0
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ER SERVICE
m IPROPOSED SINGLE- I PROPOSED
FAMIL Y HOUSE BIT CONC.
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60.0'
4H so _
Iv pePOSED DECK •�cyy�
36.0' ANp B FFE�
I PROPOSE EROSION
CONTROL BARRIER -
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TOP
I1M/T OF 100 -YEAR A000PLAIN �/ R� 5 \BPW-2 \
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100.00' �iwy
I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED BVW-5
STRUCTURE, TOP OF BANK AT WATER AND THE WLIIAND FLAGS SHOWN NAf -
HEREON WITH RESPECT TO THE PROPERTY UNE. �� TOWN OF YARMOUIN
y► �.� OF BANK AT WA
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LAWRENCE
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UNDISTURBED GROUND —�..
36" MIN. FENCE POST
(STEEL 'T TYPE OR 2"
HARDWOOD) DRIVEN MIN. 16"
INTO GROUND, 10' MAX. O.C.
WOVEN WIRE 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
OF FLOW
01RECTON
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GUILD 16" V
MIN.
EMBED FABRIC AND FENCE,
= 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.
N/F
GORMAN
SILT FENCE nl HAYBALE DETAIL
LOCUS SKETCH
NOT TO SCALE
DeCELLE
BURKE
& Associates, Inc.
149 Independence Avenue Quincy, MA 02169
(617) 405-5100 (0) (617) 405-5101 (F) 1
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 BY 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, MASSACHUSTTS DATED
APRIL 26, 2012, DATUM AS REFERENCED IN THE SWEETSER PLAN IS
NGVD-1929.
3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND
MASS HIGHWAY STANDARDS.
4. EXISTING UTILITIES 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 -SAFE SHALT. BE NOTIFIED PER THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE THEIR 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.
aRFAS TO BE STABILIZED PRIOR TO THE REMOVAL OF THE EROSION
CONTROL BARRIER.
DEED REFERENCE:
Barnstable County Book 12608 Page 138
PROJECT TITLE & LOCATION:
PROPOSED NOTICE OF INTENT PLAN
142 SWAN LAKE ROAD
YARMOUTH, MA 02664
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O ISION
'- Yarmouth
MA
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GOVFfntI"ENT SO'_UTION
PLAN TITLE:
PROPOSED SITE PLAN
PREPARED FOR:
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WILLIAM MCDERMOTT
�3 s
36 CANOE RIVER DRIVE
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Yarmolr_
MANSFIELD MA 02048
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LOCUS
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DATE: MAY 22, 2012
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REVISED: JUNE 7, 2012 - CERTIFICATION
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JOB NUMBER: 150.010
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SCALE: 1"=29
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