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SURVEY NOTES
1. THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THE GROUND FIELD SURVEY CONDUCTED
BY THE HORSLEY WITTEN GROUP, INC. NOVEMBER 27, 2023.
2. HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM. DATUM ESTABLISHED BY GNSS OBSERVATIONS.
3. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
4. THE PROPERTY LINES AND RIGHTS OF WAYS DEPICTED ARE APPROXIMATE ONLY.
5. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF
VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED
UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD
PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING
PERMITTING AUTHORITY IN THE TOWN OF YARMOUTH, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN
PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
6. UTILITY PROVIDERS: ELECTRIC - EVERSOURCE TELEPHONE - VERIZON CABLE - COMCAST WATER - MUNICIPAL GAS - NATIONAL
GRID
7. THE PROPERTY IS LOCATED WITHIN F.I.R.M ZONE VE (EL 13), ZONE AE (EL 11), & ZONE X 0.2% AS SHOWN ON COMMUNITY PANEL NO, 25001CO569J
DATED JULY 16, 2014. ZONE VE WAS TAKEN FROM MASS GIS.
8. 600 GALLON LEACH BASIN DEPICTED TAKEN FROM AS -BUILT PLAN TITLED "GROVE STREET. WY" FROM THE TOWN OF YARMOUTH DPW AND WAS
NOT LOCATED OR OBSERVED DURING FIELD SURVEY.
9. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON NOVEMBER 28, 2023.
10. RIVERFRONT AREA IS OFFSET FROM THE MEAN HIGH WATER OF A NEARBY TIDAL STREAM AT AN ELEVATION OF 2.31' ACCORDING TO THE
NATIONAL TIDAL DATUM EPOCH (19-YEAR METONIC CYCLE). ELEVATION TAKEN FROM LIDAR FROM THE BUREAU OF GEOGRAPHIC INFORMATION
(MASSGIS), COMMONWEALTH OF MASSACHUSETTS, EXECUTIVE OFFICE OF TECHNOLOGY AND SECURITY SERVICES.
11. REFERENCE PLANS: BARNSTABLE COUNTY REGISTRY OF DEEDS
1.) PLAN BOOK 26 PAGE 103
2.) LAND COURT PLAN 15751D
SOIL TEST PIT DATA
um
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0
PROPERTY INFORMATION
UTILITIES
D D
ENVIRONMENTAL
PERFORMED BY M. LEHMAN
HORSLEY WITTEN GROUP, INC
JANUARY 3, 2024
TP 1
0"
6.7
A
10YR 2/2
SANDYLOAM
9"
6.0
FILL
MIXED
SANDY LOAM
2411
--
- 4.7
B
10YR 4/6
MEDIUM SAND
36"
3.7
C
10YR 5/6
COARSE SAND
69" 1.0
NO MOTTLING
SEEPAGE @ EL 1.0
CONTOUR - MINOR
CONTOUR - MAJOR
BUILDING
BERM
EDGE OF PAVEMENT
GRAVEL
SHELLS
STONE RETAINING WALL
FENCE - WOOD
FENCE VINYL
TREE LINE
WALL - RETAINING
GUARD RAIL
PROPERTY LINE
DRAIN PIPE
GAS LINE
WATER LINE
DUNE
35' UNDISTURBED BUFFER TO DUNE
50' UNDISTURBED BUFFER TO DUNE
100' BUFFER TO DUNE
BEACH
SALT MARSH
TIDAL STREAM
100' RIVERFRONT AREA
200' RIVERFRONT AREA
FLOODZONE
SYMBOLS
BENCHMARK
GCB BOUNDARY
EXISTING TREE
WV
�T WATER VALVE
(} P TEST PIT
�W F
WETLAND FLAG
MAIL BOX
BOULDER
SIGN
UP1
UTILITY POLE
0 GUY
HYDRANT
YQ
:" `CONTROL PT
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