HomeMy WebLinkAboutSD-319-2INV.(IN)= 217 e
INV. (IN)= 213.80 5� EXISTING BITUMINOUS 215 16 ° -$4' Medium yellow sandy gravel, no stones
BENCHMARK. FRONT INV. (OUT =213. CONCRETE SIDEWALK larger than i0-2°
HYDRANT CAP BOLT - 217 84 "4W Fine sand
ELEVATION 1 = 220.59' APPROXIMATE LOCATION 5� 219 \ _ 88`••160° Fine Sand
M 6 WATER MAIN / _ 220 —2 H2O at 1600 elev. 207.20
S.M.H.
TEST PiT *3 v.
g rn R.= 219.14 0/ `y i z Elev. 219.26
�+ INV. (1N)= 206.94 219 Vi ti EXISTING 2 112 STORY WOOD 0 -12 °'I Top soil
INV. (OUT)= 206.94 FRAME DWELLING 12= 1 B" Subsoil `
Jp APPROXIMATE LOCATION 5 =21 .58 19 18 ° 756° Medium yellow sandy gravel, no stones ,
a m 12 WATER MAIN 1. =215.6 6 z larger than i °-2' I
0 o UP // 56 ° -82' Fine sand
0 o EXIS7NG 12" R.C. /8 ate` 77NG 0" EXISRN BITUMINOUS H2O ei 82° elev. 212.43
DRAIN / < GRAVEL PA 1NG CONCRE DRIVEWAY
Q) z /� AREA 222 EXISTING TEST PIT A TEST PIT 0�g
O
E" W000 BARN Elev.218.96 Elev.218.38
C Q EXISTING 8N A.0 f / EXISTING BITUMINOUS N 15 _ 147-20' Subsoil
�U D.M.H. SEWER MA! 0 -i2" toant &Topsoil 0 -14° Topsoil
W W 5 �� CONCRETE SIDEWALK \ �� ( EXIS77NG 1 1/2 STORY i 2'-24° Fine hied. Sand
R:= 218.75 / ( TWIN 2 V 20 ° -60" Medium Yellow sandy gravel, no stones
p WOOD FRAME 24 "-134' Medium Sand larger than 1' -2°
t (OUT)= 214.90 221) I BUiLOiPG
H2O at elev. 292.4
/ " 60 " -72° Fine to medium tan sand
APPROXIMATE LOCATIO \ 16 221 ° H2O at 72" eiev. 212.38'
S.M.H. / GAS MAIN 'f' 1 \ TWIN 12 ° 220 EXIS77NG = WOOD
R. =219. FRAME COOP SOIL DESCRIPTIONS
BITUMINOUS CONCRETE 221 24" NOW OR FORMERLY
'i BERM (TYPICAL) ( � �- \\ — Louis rr�iPEANa ALB, TI40eEAN®
-'—" /\ 261 MPrrmac- tfrban Land nes
Complex. 0 -8� Slt►
TRUSTEES OF L. AND A. T. REALTY TRUST Consists of nearly level to undulating, deep; somewhat
� 221 J \ EXISTING 12 \ .� � � excessively drained Merrimac soft and areas of urban
\ WIDE GRAVEL land. Merrimac soils have friable fine sandy loam and
DRIVE 0q NOW OR FORMERLY sandy loam surface soil and subsoil with moderately
ENCLOSURE BOSTON &MAINE rapid \\ \ EXISTING WIR£ FENCE �o ermeabilitl over a loose stratified sand and gravel
� v permeability
�\ Pf8 GORPORA110N substrata at 18 to 30 inches with rapid permeability.
EXISTING 1 STORY EXISTING 10' EXISTING o I
WOOD SHED 220 WDE GRAVEL SPLIT RAIL FENCE
i
DRIVE '�o I 1388 'e an - S .
+ �,,,— 219 \ / Consists of nearly level gently sloping; deep {5+ ft }, weii
o drained soils. Loamy fine send to sand surface soil and
EXISTING WiRE \ \' 217 subsoil With a rapid permeability, over a loamy sand to 11
FENCE ENCLOSURE �� I f o course sand substrata with very rapid permeability.
f L R.= 215.82
D.M.H. Seasonal high water table at 18 to 36 inches.
®1L TYPE I '
, I. (iN)= 211.82
®• I
261 O l \0 16 f.(OUT)= 211.77 Xx
R. =215.56 FL G 1 LEGEND
A \, 1.(IN)= 202.66 a EDGE OF BORDERING VEGETA7i D WETLANDS
215 I. (OUT)= 202.61
AS DELINEATED BY LELiTO ENVIRONMENTAL T #2
CHAIN LiNK FENCE 13 L G 2 CONSULTANTS ON MARCH 12, 1991. TEST PIT
�, 214213 214
11214 DIRECTION OF OVERLAND WATER FLOW
213 EXIST. TREE LINE
�� I
220 \ 214 SOIL DIVIDE LINE
FLAG 4 i
i,
STONE WA T #� 1 �i ti �' I 24" EXISTING TREE
' f ��i i I ---- - - - - -- 100' WETLAND BUFFER
EXISTING 30'J WIDE� �' (�' 2 5 �' 3 j
SEWER AN IDRAl17t ` FLAG 5
EASEM�I�T I I� J I ' i S EXIST. SEWER MAIN
I \ i
AL Yt/ EXIST. WATER MAIN
D.M.N. 219 / EXIS77NG 20' i4?L�E ! 3 FLAG 8aL G EXIST. GAS
R.= 21758 / SEWER AND DRAIN E `
L(IN)= 213.38 j EASEMENT FLAG 9 p EXIST. DRAIN
L(OUT) 213.38 / I (((' / L