HomeMy WebLinkAbout17.123.1 - Site and Sewage PlanSYS. a.,•
T.O.F. AT EL. 10.75' B
A —ACCESS COVER To WrMW C OF RN, GRADE SEPTIC PROFILE
TEST HOLE LOGS N9w �. Paacezz
ACCESS COVER (wATERTIMM To l"arm 9ruE) ASSESSORS MAP 13 PARCEL H7 -10D
MINIMUM .75' OF COVER WITHIN Ir OF FIN, ORAE ENGINEER: O.A. OJALA, S.E. ZONING DISTRICT:
OVER PRECAST WITNESS: RICK JUDD R25 (CURRENT)
B Note: Y drop In septic an n 2X SLOPE REQUIRED OVER SYSTEM YARD SETBACKS: E
8.44'+ S tem A RUN PIPE LEVEL ('s.5' '
PERC. RATE _ < 2 MIN/IN FRONT = 3O' /
FOR FIRST r 2' DOUBLE WASHED PE4STONE
A7.48"' PROPOSED 1500 7.71' B B i B 3 MAX.CLASS I SOILS GATE 9 20 97 510E _ J'
•A 8 7.96' TANK (H CALLONS EPTIC
f 10) �9Z"` GAS ---Z i__ ELEV. REAR = 20 ti
aA��E 7.6' Q
A 0.1.25- — � 8.3 _ PLAN REF. - 87/77
I CRUSHED STONE OR MECMANICAC 0 B. o F7.5Y;R FLOOD ZONE: Al2 ELEV.
**EXIST COMPACTION. (15.221 (21) 7� Y
INVERT
T DEPTH OF : FLOW a 4_ (1_z SLOPE) A 6 s B SEPTIC DESIGN: (GARME DISPOSER IS NOT ALLOWED )
6.76PROP.INET 'oEPrH = 14 3/4" TO 1 1/2" DOUBLE WASHED STONE DESIGN FLOW: 6 BEDROOMS (110 GPO) = 660 GPD C -^
INVERT OUTLET DEPTH = 19' 5. USE A 660 GPD DESIGN FLOW
ELEV. SYSTEM A 11' SYSTEM A NOTE: NO D'BOX IN SYSTEMA 8 SEPTIC TANK: 860 GPD (2
YI .Ry,
FOUNDATION— -- SEPTIC TANK 15, 4' L.S. USE A 1500 GALLON SEPTIC TANK
SYSTEM B 24' D' BOX ---- LEACHING
SYSTEM B 20• 6' FACILITY 4.16' 10 YR 5/6 LEACHING: LOCATION MAP SCALE 1 ;?ooa
t O 20 6.6 SIDES:
C BOTTOM: 34 x 2T (.74) 67911 uryvo
rr BOARD of EFAVIM 2.6 M.S. TOTAL 918 S.F. 679 GPD s
2.5Y 7/6 USE 34' X 2T LEACH. FIELD OF 4 .ROWS OF 5 STD.
APPR�ovF,n DATE ` ' / INFILTRATORS EACH WITH 3' OF STONE BETWEEN
� O 2.6 ROWS AND AT EDGES AND 1,5 AT ENDS
N obs. water
I� _ � NOTE: NOTES:
BUILDING SEWER EXIT "
PIPE MUST BE RAISED BY 120 NGVD
1. DATUM IS
PLUMBER TO 27 3/4" BELOW 2. MUNICIPAL WATER IS EXISTING `
�Z TOP OF FOUNDAl10N •
97.50 120' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FC'OT,
\ (PER DEED) \ s / 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
PAVED (� \ rr \ 5. PIPE JOINTS TO BE MADE WATERTIGHT.
DRIVE . l - � �O y fT��y `) 1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
9 %Tfi4LF OF�L'QT 11 �� ENVIRONMENTAL CODE TITLE V.
\ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
22,013 s.f. +/— \ 1 / USED FOR LOT LINE STAKING.
EXIST. DUPLEX
(TO CURRENT ) 1 / 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
IL WETLAND LINE 1 I
CP ( ) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
_ 2 �f10 - ( I -_ . / _ ..INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
\ 1 ! FROM BOARD OF HEALTH
-, 3 QEDROOM/ DECK 6 ST \ i 1 TO, PUMP ac"REMOVE.•(OR I D) EXFILL.'W CLEAN SAN �
SYSTEM B / / \ SYSTEM B ISTING CESSPOOLS.
"MAXIMUM FEASIBLE COMPLIANCE"
S17E AND SEWAGE PLAN
l2Gd{ 1 'SYSTEM A/ 8.5 I OF
\I UNITS 10 & 12
LOT 10C "� K \ ST I ► j �, { t'
` 1102 �ll(c IN THE TOWN
.(WEST) YARMOUTH
13
VSO / a 8 I p ` 1 PREPARED FOR:
EXIST. J 1 3a 00 r f , DIANE MOUDOURIS
SEPTITANK C 1 j NOTE. NO `\ I , O 2O ..�0------2 E 40 60
/or I D'BOX IN \ t 1 1
MOVE) ; SYSTEM A — \ p 1
J " = 20' JANUARY 10, 1998
Ti�1V�y��x1{ GARAGE USE "T" \ \ ^ 1, SCALE:
13,5 13.5 l DATE:
\ 1 �
_.. \ - � � � ,f{' QfcU. 3"9%9 ,/.tee o•,ja
J' TTT aWc
EXIST. LEACH PN' (PUMP AND FILL WITH \
/ SAND OR I REMOVEy � � t � 508-382-4541
53' TREE go
WS 382-se
LOT 10D �-- - -
15513 sq.ft SHED (✓ / TH 1 ` 1 1` AL down cape engineering, inc.
3
0.36 Acres
1 CIVIL ENGINEERS
LAND SURVEYORS
939 main st. Yarmouth, ma 02675
97.50 \ l
LOT IOD P. SOUTHERLY HALF OF LOT 11
TBM — TOP COMBINED -UPLAND 37,526 S.F.
OF CONIC. BND
EL =; 8.90 (NGVD)
JOB# 97-287
255' (PER 1
+ DEED) t
15.2 xi' i ` � O'N�atL J5� p ,,a SYSTeM b.
CT" dH�C! i��rGaO�
I