HomeMy WebLinkAbout25.320 - Title 5 Site Plan (4)TOP FNDN. AT EL. 10,3' SYSTEM PROFILE
ACCESS COVER TO WITH[!,' 6" OF FIN. GRADE '.(NOT TO SCALE)
EL. ACCESS COVER (WATERTIGHT) TO
_ EL. 9.9' MINIMUM .75' OF COVER OVER PRECAST{ WITHIN 6" Or FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM MIN, EL. 8.5'
INLET INVERTRAND OUTLET USE CULTEC FILTER FABRIC PER MANUF.vCTURERS SPECS
` RUN PIPE LEVEL OVER ENTIRE LEACHING FACILITY ,
} 7.94' FOR FIRST Z'
PROPOSED 1500_ X00
GALLON SEPTIC 7 67' O o o e e e e e e o 0 0 o e o 0 0 0 o e e o 9
7,84' TANK (H- 10 ) GAS E, .OQ¢�00 01 °O 7,0'
FFLE 7 55' �� 7.38'
1 6" SUMP REO'D
SLOPE) �6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1�2' DOUBLE WAS STONE
COMPACTION. (15.221 [2])
DEPTH OF FLOW 4 ( 7 SLOPE
TEE SIZES: ) (--!-% SLOPE)
4'
INLET DEPTH 10"
OUTLET DEPTH 14" _
FOUNDATION- 10' SEPTIC TANK 12' D' BOX 7' LEA iiNG
FACILITY
6.6
USE ADJ. WATER AT EL. 3.0' NGVD
WELL: MIW 29
VARIANCES REQUESTED: ZONE: A
15.405 1i: REQUEST REDUCTION IN GROUNDWATER SEPARATION, 5' ADJ: 2.6'
TO 4'
15.405 1a: REQUESTRESUCTION IN SETBACK FOR RESERVE SAS
BENCHMARK - TOP OF LAND COURT BOUND TO PROPERTY LINE, r 10' TO 8' • USING 1' ADJUSTMENT DUE TO
ELEVATION = 8.50 (NGVD)
LOCAL CONDITIONS
PARKWOOD 7.6
+ 7.4 7 ROAD
RELOCATE UTIL.
EDGE OFpIRT POLE AS NEC.
ROAD
PROP.
DRIVE.
PROP RETAINING WALL
DESIGN BY OTHERS �-
MAX ELEV. 8.0', DESCENDING TO
EL. 6.0 AT BOTH ENDS + 5.2
-+5.2
co
EXIST
DWELL
N
TOP FNDN = 5.8'
ii
!I 4.9
PROP DWELL.-.-
TOP FNDN - 10.3'
+ 5.4
L O T 30A
7386+/- SO. FT.
0.17+/- ACRES
5
.2 22
PROP. DECK / C��
RESERVE
468 $F
N
�- _
PROVIDE APPROX. 87' OF 30 MIL LINER,
5' OFF LEACHING FACILITY, AS SHOWN.
/ TOP ELEVATION AT 7.7': BOTTOM AT
CAH(GH POINT (EL 8)
T. GRAVEL PARKING AREA
3.3 (TO BE REMOVED)
-�- 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND. ENGINEER TO
INSPECT AND CERTIFY REMOVAL
EXIST
DWELL
TOP FNDN = 9.5'
'TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 12/7/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
ELEV.
Q 6
A/E
LFS
6" 1OYR 4/2
BW
LS
tOYR 4/6
30" 4.10'
C
FS
obs. woler
2.5Y 6/4
84"
SEPTIC DES!GN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESiG,{ FLJk 3_ BED), OOMS (1 iv GPD) _ J30 GPD
USE A 330 , GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 ) = 660
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 15 X 30 (.74) 333
TOTAL: 450 S. F. 333 GPD
USE 2 ROWS OF (3) C4 CULTEC FIELDDRAIN PANELS
WITH 3.5' STONE AT SIDES AND 3' AT ENDS
LEGEN
F;
PROVIDE SWALES AS NECESSARY To 100:0 PROPOSED SPOT ELEVATION
N i PREVENT RUN-OFF ONTO NEIGHBORS'
PROPERTIES 100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 - EXISTING CONTOUR
L
1 EXIST. DWELL. BOARD DF HEALTH TOP FNDN - 6.9' q
MA
APPROVED APPRDVED DATE
C7- - S %.40-���7. + 93
00-319
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off 508-362-4541
' r� Imp 506 362-9680
19- 2-vdv `�(M/ �✓ clown cape engineering, inc.
14 CIVIL ENGINEERS
',L, 1ryv LAND SURVEYORS
939 rain St. yarmouth, ma 02675
sm
.i CORO Cy, RO
1
'S
PARKWOOO
I`LOCUS
A�gLBERT ST.
LOCATION MAP NTS
ASSESSORS MAP 25 PARCEL 320
FLOOD ZONE: B & rg EL 10
ZONING: R-25
FRONT: 30'
SIDE: 15'
REAR: 20'
MAX LOT COVERAGE: 25%
LOT COVERAGE:
EXIST. DWELL. 1061.5 SF (14.3%)
PROP. DWELL. 1001 SF (13.5
PROP. DECK 293 SF (3.99;
NOTES:
1, DATUM IS NGVD
2. MUNICIPAL WATER IS EXIS71NG
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT,
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT -
TO
OT -TO BE USED FOR ANY OTHER PURPOSE,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
TI TLE 5 SITE PLAN
OF #9 PARKWOOD ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: ANTHONY ROLLAS
20 0 20 40 60
SCALE: 1" = 20' DATE: JANUARY 3, 2001
REV. 3/20/01 (HSE)
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