HomeMy WebLinkAboutEngineered Plan - 19992 COVERS TO WITHIN 6" FINISHED GRADE 2 COVERS TO WITHIN 6" FINISHED GRADE
MINIMUM .75' OF COVER OVER PRECAST COVER TO WITHIN 6" FINISHED GRADE FINISHED
GROUND VARIES 72.5 MAX.
TOP-FQUND:--EL. .74.9-------------- --------- _ 2'_PEASTONE-- -
OVER3 4"STONE--------------.._-.._---------------------- --------------------------------
x
SLOPE REQUIRED OVER SYSTEM
MORTAR ALL
-- - -- --W70.601,0"
RUN PIPE LEVEL t_ - .r.' - c� -�MPQNERST 69 02P OF CONCRETE EL 69.50INV'S EL. 68.67I-I 68.85 71.4f V.I.F. I 14" �CRAWLSPA E °1500 GAL H-10 TEE o°o°°°o°` oL�l'�®®® ® DOD®®®� ®� o°g°°�o�
IN ADDITIO AREA °�'���'0�0'°'°'°'� FcD °°°°°°°°(
-- - SEPJIC_-TANK --- 70.35 o,Q0000,000000000000v000 -- N � o°�° - � '�C� Ll C��® C °° ` -
- AT -+I ia- - - ---. _ _ �0 0 o a o v�o 0 0 - j - ° ° ° I _ (`=7 L�'f ----------- ----
p-
4"0S H40 PVC 4' LIQ. LEVEL GAS BAFFLE H-10 D-BOX ON 6" COMPACTED GR EL °a°o °o °o°o°o
I I ACME OR EQUAL ACME D85 H-10 OR EQUAL EL. 66.67
18' AT 1 %
- - --- - --
- _._...- --- ---- --- ------ ----- -- - H=10---500--G-AL---LEACHINCHAMB G-ER-BYACME-PRECUT- --- --- ---- -
_I n"ncrunn ovr, _ -- -_ - _
REMOVE OLD TANK / SEPTIC PROFILE
COMPACT FILL IN 6" LIFTS
- ----- -------------- --- N.T.S.
,J
CO
BENCHMARK /
CONCRETE BOUND J S
ELEV = 77,73' ATE
ASSUMED FROM QUAD
O 11 \
�12 6S UTILITY
r POLE
1� 1 ^o 0 77 -- ----`_
r --✓ I
GUY WIRES °'
N , iiN� - --
EL. 71.0
TH1 SOIL EVALUATOR: DAN OJALA PLS
BOH: BRUCE MURPHY, RS,CHO
EXCV. STEVE LINTEL( BORTOLOTTI )
DATE: 12-8-99
EL. 68.67
LOT 25
EL. 64.0
-� TBM: TOP OF STAKE SET
- FLUSH WITH/GROUND
o 3 EL.4 73.83,
LO LINE TO BE STAKED
P OR TO CON$�fRUCTION
�•/ 4 ( WNERS RESPONSIBILITY)
�- EXIST. DRIVEWAY
i ;;14 4 . / EL 59 5
(OLD MAP 102 PCL R24
BOTTOM TH1 (NO GROUNDWATER) ASSESSORS MAP 114 PARCEL 22
ZONING DISTRICT: R-40
p YARD SETBACKS: VERIFY WITH TOWN OFFICIALS
O/A HORIZON
LOAMY SAND
10YR 3/2
B HORIZON
LOAMY SAND
10YR 5/8
Cl HORIZON
M/C SAND TRACE
10YR 5/8 SILT
C2 HORIZON
M/C SAND
2.5Y 8/3
k
FRONT = 30 (LESSER SETBACKS MAY APPLY)
6" SIDE = 20
UNSUITABLE
MATERIAL: REMOVE REAR = 20
PLAN REF. -PB 209 PG 135 (SIGNED MARCH 7, 1967)
28" APPROVED 2/15/67
-1 �- FLOOD ZONE: C
LJ BOTT. PERC
EL. 66
24 GAL IN 7:07
RATE: <2MIN/IN.
84"
LEACHING DIMENSIONS /` ; --1 Z E II LINE
NO GROUNDWATER ENCOUNTERED NOTES:
SCALE: 1' = 20' /
(SAVE) DOGWOOD
/ M D-sox H=1o� ,! 1. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD.
,.
POST LIGHT --. .-- .---, _..� , -
�'
3 2. MUNICIPAL WATER IS AVAILABLE (EXISTING CONNECTION TO REMAIN)
?� MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT.
- -
,�A;. / TH1' NOTE: SEVERAL LARGE T EES 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
M SEPTIC AREA NOT
/#100 N 12.00' 7 n ' ; �SHOWN FOR C RITY 5. PIPE JOINTS TO BE MADE WATERTIGHT.
�2`i \ G 1 15'
EXISTING PROP.4 ® /0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
HOUSE / ADD'N i 10.3'
T.F. EL. 74.90 MATCH / °>� ' I P OPOSED SAS ENVIRONMENTAL CODE TITLE V.
;LOT 24 EXIST. 4 EDROOM SIZE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
so.Q USED FOR LOT LINE STAKING.
\ - CRAWL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
� \,
NOT ALLOWED _) �� / PROPOSED PICKET FEN SPACE
SEPTIC DESINEW 1' 0 GALS/T 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
DESIGN: (GARBAGE DISPOSER IS _______________ D _ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
/ R MOVE EXIST. TANK, COMPACT ILL
FROM BOARD OF HEALTH,
DESIGN FLOW: 4- BEDROOMS (110 GPD) = 440 GPD �- 2sso' ^PROP SE ADDITION
USE A 440 GPD DESIGN FLOW �ry oo j - I.Cl 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
--_ EXISTING SEPTIC AREA n� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
SEPTIC TANK: 440 GPD (_2 _) = 880 GALLONS / \ ^�';
- --- I �\ (PUMP & FI WITH CL AN SAN ) o TO COMMENCEMENT OF WORK.
CO
USE A 1_5_00- GALLON SEPTIC TANK /.. 11. LEACHPITS TO BE PUMPED AND FILLED WITH CLEAN SAND OR
REMOVED AS NECESSARY.
3
LEACHING: // /� \OPOSED STOCKADE FENCE 12. WATER TEST D-BOX FOR LEVEL (TOWN TO WITNESS)
SIDES: �96_.0'Z(2Z_-___ (_.74) = 142.0 -- GPD /
' EXISTING CATCH BASIN \ 1
BOTTOM:__407 SF 4) 301.2 GPD / '
VARIANCES REQUESTED: 310 CMR 15.211 MINIMUM SETBACK DISTANCES:
CELLAR WALL (CRAWL SPACE) TO SAS: 20' TO 15.4' (4.6' REQUESTED)
TOTAL: 599_ S.F. 443.2 GPD �J11/ / \ _� PROPERTY LINE TO SAS: 10' TO 5' (5.0' REQUESTED)
\\ \ '�.
USE (4) 8.5'X4.83'X 2'EFF. DEPTH LEACHING CHAMBERS W/ 3' STONEN
; � - ;., �, �. __-_� TITLE 5 UPGRADE SITE PLAN
AT SIDES AND STONE AT ENDS AS SHOWN ABOVE.
/ FACE ABUTTING HOUSE \, \\ ^� OF
EXISTING RAIL FENCE
- off 508-362-4541 # 100 PINE S TREE T
fax 508 362-9880
SITE PLAN I IN THE TOWN OF:
SCALE: 1" 20' down cape engineering, inc. YARMOUTHPORT MA
y.
CIVIL ENGINEERS PREPARED FOR:
LAND OBER T S T UDLE Y
AND SURVEYORS
939 main st. yar outh, ma 02675 20 0 20 40 60 Feet
Of
o H.ARNSys aaa SCALE: 1 " = 20' DATE: DEC. 14, 1999 CS L 17D
$ No 2&U8 am LA J A N 0 3 2000
HEALTH DEPT.
DA TE
JOB# 99-353 AR ALA, `h HAL _ � .