HomeMy WebLinkAbout132.123 - Title 5 Site Plan■
TOP FNDN. AT EL. 26.0' 1SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF Flil. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM ,75' OF COVER OVE° PRECAST % WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
F "I
X1.2 S1. RUN PIPE LEVEL
FOR FIRST 2'
PROPOSED 1500
rr
22.50' GALLON,EPTIG 22,25 H-20
TANK (F1 20) GAS 1.28'
BAFFLE 21.4^5' :�l MIN
SLOPE) �6" CRUSHED STONE OR MECHANICALCOMPACTION. (15.221 [21)
DEPTH OF FLOW 4: (2-5 7 SLOPE)'- { % SLOPE)
TEE SIZES:
INLET DEPTH 10
OUTLET DEPTH = 14"
...� 25.0
2" DOUBLE WASHED PEASTONE \
3' MAX.
22.0'
•w
144"
1
11.2'
144"
•w
••ww
NOTES:
NO WATER
ENCOUNTERED
SEPTIC
DESIGN:
(GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS APPROXIMATED FROM QUAD
DESIGN
FLOW: 4_
BEDROOMS ( 110 GPD) = 44o GPD
2.
tUNICIPAL WATER IS I AVAII ARI IF
FOUNDATION- 23' - SEPTIC TANK 31' D' BOX
N
BENCHMARK
CONCRETE BOUND
-�2a.ao
ELEV = 25.0'
/
,
i
,
W2/
Q, \HIGH PT. O �
/
LOT 2
,/ 15,875 SFt
24.91
SZ lo b
(' N
4� rV
h, 25 k }
SCJ /
+ .38 W 25.2
i
V
' PROP. 4 BR
25.14 DWELLING
/ c0� TOP FNDN. = 26.0'
PROP, LI TS /
/ \ 4.56
, P
DRAINAGE
MANHOLE
COVER
/ .61 _ ^� PROP. Eii
AL
i y9 q8
i .57 �A
-(-24.78 2 . R, ,
LOT 1
+2^4.22
TOWN OF YARMOUTH VARIANCE REO'D; TOP OF
FOUNDATION TO BE 1,09' ABOVE HIGH POINT IN
ROAD (0.91' VARIANCE)
00-095
DECK
PROP, 4'x 6'x 2' UTILITY
SCREEN BOARD FENCE
+25.3i .1,,
�d C
GAR
If TH1 \
R+
c�
(V
+23.4
+21.17
3/4" TO 1 1/2" DOUBLE WASHED STCHE
TH 2
'b
13' LEACICNG
FACIL fY
'0
5' REMOVAL OF UNSC,TABLE SOIL REQUIRED
AROUND PERIMETER C' LEACHING FACILITY,
DOWN TO SUITABLE S_).- LAYER. REPLACE
WITH CLEAN MED. SAPD.
19.17'
7.97'
11.2'
TEST' HOLE LbCS
�NGIt!rLfz: MICHALL rARId, Sb
wltNtss: kubA COWAN, SE
bAt! _ 5/1 bIO I
pLRC. RA7�
2 MIN/INCH, I.
-
CLASS i SOILS P#_
0" 4
DISTURBED
AD
C
MS
2.5Y 7/4
ELEV,
23.2' 0"
19.2' 48"
r
24.0'
DISTURBED
Ap
C
MS
2.5Y 7/4
RTE 6A
YiVr- MORK
TOWN O �.�T-H
2(13 MAY - I Afi 10: 10
ECEIVED
a�
LOCATION MAP NTS
ASSESSORS MAP 132 PARCEL 123
ZONING DISTRICT: R 40 (CURRENT)
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 435/39
FLOOD ZONE: C
4.31 TO BE USED FOR ANY OTHER PURPOSE.
?� BOTTOM: 33.5 x 12.83 (.74) = 318 S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 455 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
i USE (3) H-20 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
+2321 EQUAL) WITH 4' STONE ALL AROUND 10. WATER TEST D'BOX FOR LEVELNESS
/ I
LEGEND
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
LOT 3 100
PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
MA
APPROVED DATE
off 506-362-4541
fax 506 362-SUO
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
TITLE 5 SITE PLAN
or,
42 CENTER STREET
IN THE TOWN OF:
_ YARMOUTH (PORT)
PREPARED FOR: YARN PHILBROOK
20 0 20 40 60
SCALE: 1" 20 DATE: OCTOBER 5 2002
REV. 12/10/02 (TF EL) -
REV. 1/17/ F)
REV. 3/31/ MOVE '-HSE�
Nd' p 9c 2�®3 s1
o ARNE CyG �� ARNE H.
H. OJALA
�{ OJALA H " CIVIL
4 No. 263 a No.3
9Fcis ° �� 9 I J
1.0
ARNE H. OJALA, P.E., P.L.S. DATE
144"
1
11.2'
144"
1
12.0'
NOTES:
NO WATER
ENCOUNTERED
SEPTIC
DESIGN:
(GARBAGE DISPOSER IS NOT ALLOWED )
1.
DATUM IS APPROXIMATED FROM QUAD
DESIGN
FLOW: 4_
BEDROOMS ( 110 GPD) = 44o GPD
2.
tUNICIPAL WATER IS I AVAII ARI IF
_.. t_ A
14) `,P E)
5'.A.III.Af IAA PIPE. PITCH TO BE 1/8" PER FOOT.
NN SEPTIC
TANK: 440
GPD (Z) 880
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
+21.ao
USE A
_?S00 GALLON
SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
SIDES
2(33.5
+ 12.83) 2 (.74) = 137
7.
THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
4.31 TO BE USED FOR ANY OTHER PURPOSE.
?� BOTTOM: 33.5 x 12.83 (.74) = 318 S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615 S.F. 455 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
i USE (3) H-20 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
+2321 EQUAL) WITH 4' STONE ALL AROUND 10. WATER TEST D'BOX FOR LEVELNESS
/ I
LEGEND
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
LOT 3 100
PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
BOARD OF HEALTH
MA
APPROVED DATE
off 506-362-4541
fax 506 362-SUO
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
TITLE 5 SITE PLAN
or,
42 CENTER STREET
IN THE TOWN OF:
_ YARMOUTH (PORT)
PREPARED FOR: YARN PHILBROOK
20 0 20 40 60
SCALE: 1" 20 DATE: OCTOBER 5 2002
REV. 12/10/02 (TF EL) -
REV. 1/17/ F)
REV. 3/31/ MOVE '-HSE�
Nd' p 9c 2�®3 s1
o ARNE CyG �� ARNE H.
H. OJALA
�{ OJALA H " CIVIL
4 No. 263 a No.3
9Fcis ° �� 9 I J
1.0
ARNE H. OJALA, P.E., P.L.S. DATE