8 Orchid Lane - Site & Sewage Planb
SEPTIC PROFILE FILE C®PY TEST HOLE LOGS
T.0 F. AT EL. 32.58' - B
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (MOT TO SCALE) DAVID MASON, RS; SE FILA CPA
ACCESS COVER (WATERTIGHT) TO ENGINEER:
WITHIN 6" OF FIN. GRADE 32.0' WITNESS:
COLLEEN PELLEY, RS y
F32 0' MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM ,I_ � L1t ✓6H �c 4r -
DATE:
— - _- --- ----- - DATE:— 12/12/98 - ---
RUN PIPE LEVEL - 2" DOUSL€ 'MASHED P€ASTON€ �..\
30.83' — FOR FIRST 2' i PERC. RATE _ < 2 MIN/INCH
'.,. (EXIST.) PROPOSED 1500 t,�4.�Jk� f __ 3 MAX. _— }
GALLON SEPTIC 29,rj --� u ' 29.0'. CUSS I SOILS p�(_ N/A li
29.75' TANK {H- 1O ) GAS ZH $3 �t Lnl.
.BAFFLE- 28.6` , oo \—.,.. a E� E] o _
b 28.17' E:] I D D O O� • SIDES
( 5 % -SLOPE) �6" CRUSHED STONE OR MECHANICAL, E] ED O C� O ED 0 ELEV. ELEV.
COMPACTION. (15.221 [211 �. 2' Q CD � E l ED O ED ED ED 26.17 ----
0" v 32.0' 0,. r 4-09.v
DEPTH OF FLOW _ ' (_y SLOPE)--- —
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED ST( IE
INLET DEPTH = 10"
OUTLET DEPTH
_ LEACHING
FOUNDATION 22' SEPTIC TANk - 13 - -- D' BOX 13' _FACILITY
4.17'
WATER TEST D'BOX FOR LEVELNESS
22.0'
LOT 2-1
3211
SIS WIRE
—
AP
—
LS
7..
1 OYR 3/1
E
LS
8"
10YR 7/3
Bw
LS
37'
10YR 6/8
28.92
C
FINE/ MED
2.5Y 7/6
120"
----
22.0'
LOCATION MAP SCALE 1" = to
ASSESSORS MAP 40 PARCEL E1£
ZONING DISTRICT:
YARD SETBACKS;
FRONT =
SIDE =
REAR =
PLAN REF
FLOOD ZONE: C
�-
. NO WATER ENCOUNTERED NOTES:
SHED "I
- SEPTIC DESIGN: ( rXR IS NOT AJ_LC7`w"ED 1. DATUM IS APPROXIMATED, FRO
TH 1 �` a_. - 3� 1 10 EXISTING M
LL ( DENNIS :QUAD
I e c' f ,N 1Q 1 DESIGN FLCYN _ BEDROOMS (TGPDI = 330 GPD MUNICIPAL WATER IS
USE A 330 GPD DESIGN FLOW 3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
O I L T �� a DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
A,
ea = 3.347 s9 ft
1 _ R 1 Lo.31 Acres SEPTIC TANK: 330 GPD ( 2 ) 660
_ t 5 PIPE JOINTS TO BE MADE WATERTIGHT.
�F3 USE A 75��_ GALLON SEPTIC TANK 6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
— ENVIRONMENTAL CODE TITLE V.
x z 5 0` al i ' SIDES: 2(30 + 9.83) 2 (.74) 118 7 THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
-
32 2 � -_- -- - -- --�
32.2 COV€REDI FLAGSTONE r
I __aUSED FOR LOT LINE STAKING
,� 30 x 9.83 (74j = 218 8 PIPE FOR SEPTIC SYSTEM TO SGH. 40-4" PVC:
Cor4c ' PATIO I LOT 19 BOTTOM:
�n Cl PATIO 3i a 5- - 31 o TOTAL 454' S F 336 GPD 9 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHC
32 2 �]�--1 U - INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAIN
2Ee my our. cis J USE 3 500 GAL. LEACHING CHAMBERS (ACME.
( ) FROM BOARD OF HEALTH.
o ELEv=30.83 METER OR EOUA�j WITH 2;5' STONE -AT SIDES AND 2.25' AT ENDS 10 CONTRACTOR SHALL BE RESPONSIBLE FOR. VERIFYING THE
5k1 )I� EXISTINGLOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PR
HOUSE TO COMMENCEMENT OF WORK,
LOT 1 7 i TF 32 5e I 1 1 PUMP AND FILL/REMOVE EXIST CESSPOOL(S) (LOCATIONS U
-
Nm 3i PI z
_ _v�, iI
i24 LL�
/\
SI7E AND SEWACE PLAN
PROPOSED SPOT' ELEVATION OF - -- _----- _
3 8 ORCHID LANE
3G. I 30.:' -- ---- ------
I 100x0 EXISTING SPOT ELEVATION -
31 a I 3. ;, IN THE TOWN OF:(WEST)
t,
PROPOSED CONT UR (WES I) YARMOUTH
/ ARMOU I H
- LIGHT100 — EXISTING CONTOUR PREPARED FOR:
I I
POST
EXIS
3u 1 T 12' TREE
` 20 0 20 40 60 Feet
I -
9 4
27 7 1, 1 DS.D02c..y .. - ---- --
I
\ _-.—G 30 - POARD OF HEALTH
r' 1� `� 29 4� - [9 "
— - -- — - —- 7 s s J Qf MA —
r EDGE of PAVEMFNr SCALE: 1 - 20 DATE: DECEMBER 15, 1998
POWLD HAT>r
f BENCH MARK
WATER GATE v R HID LANE
OVERHEAD El ELEV=28.9fi on "-I362-45I1
AND TELEPHONE / I®. 5oe 362-9e00
G3GC�GDMLCDD JAN 0'� 19
down cope engineering, , inc. a`'"
+ ie K HEALTta �I
2 p B B WORK MUST CONF 0 AU TOWN �t
Ad®3 311 unuTY AUG 2 2009 aYLAW0 AND _
H. G AIkOE N
POLE CIVIL ENGINEERS`u
HEALTH DEP ('. No. z
LAND SURVEYORS
YARIIrOU WATER DEPT
939 main styarmouth, me 02675 — I FILE
COPY,
98-406 _. ..