HomeMy WebLinkAboutEngineered Plan - 2002SLAB
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE <NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM •75' OF COVER OVER PRECAST /_ WITHIN 6' OF FIN• GRADE 2% SLOPE REQUIRED OVER SYSTEM
42,P RUN
FOR PIIPE RSTLEVEL 2� bOUBLE WASHED PEASTON
EXIST. 1000 �' 40.1'
GALLON SEPTIC 40.5'±tTn
TANK (H- 10 ) GAS 39.69' o 4' AT SIDES
(RE -USE) BAFFLE 39 $6' �� 39.68
0.58' 3' AT ENDS
6' CRUSHED STONE OR MECHANICAL$ bo 39.1'
COMPACTION. (15.221 C23)-
DEPTH OF FLOW = 4�.__... < 1.5y° SLOPE) (_!_7 SLOPE)
TEE SIZES 3/4' TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH = 10'
OUTLET DEPTH 14"
4'
LEACHING
FOUNDATION-- EXIST. SEPTIC TANK 41' -�-- D' BOX 3' FACILITY
i
USE ADJUSTED WATER AT EL. 35.1'
offf
60"
92
i 4T.2 49.0
.102„
/ /46.7
L=67.51' \
R=45.53' \ \
(1 / 9 46.3
45.8 6 -- 50.9
136„
45.2 \
LOT 23
45 19,629± SQ. FT. \\ �1� �' 150"
TEST HOLE LOGS
ENGINEER. RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: JUNE 12, 2002
PERC. RATE _ < 5 MIN/INCH IN COS
CLASS I & II SOILS P#
FILL
VERC1XZ
Y FINE
L
2.5Y 6/3
/ C2
7.5YR 5/8
1" PLATES BOG
IRON
C3
COS
VERY FINE
SAND
OBSGW
5Y 6/2
30% FIRM
54
fdG�.
94'
0.3'
29.2' 144„
FILL
Bw 0/0
�LNi S
/1OYR 5/8
VERY FINE
Sc
2.5Y 6/3
C2
COS
2.5Y 6/4
43.3'
�D
LOCUS
I
DoT
LOCATION MAP NTS
ASSESSORS MAP 143 PARCEL 49
WELL: AI W 247
ZONE: 8
ADJ: 5.8'
VARIANCES REQUESTED UNDER MAX. FEASIBLE
COMPLIANCE 15.405
1o: REDUCTION IN SETBACK, SAS TO LOT LINE
(10' TO 5')
35.4' lb: REDUCTION IN GROUNDWATER SEPARATION, 5'
TO 4'
/ 44
NO GW OBS. N u I L J
/ �N 44.3 44.6 \
/
43.9 43 ��\ SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM QUAD MAP
PRIVATE UNDERGROUND \ --
/ 43 t,: - ELECTRIC NOT MARKED AT \
rlti�E OF TEST HOLE D► -SIGN _ FLOW: 3 64DROOMS ( 110 GPD> = 330 GPD 2. MUN C iAL 'WA Ef iS_ EXISTING - -
2.8 \�_• U:�E A 330 i GPD DESIGN FL❑4h ° 3. .�IININ:iJM PIPE Pi TCr; I❑ Bt.' i/�3' PER F C1L,
43.x!
43. \\"4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10,
\ SEPTIC TANK ,330 GPD < 2 ) 660' 5. PIPE' JOINTS TO BE MADE WATERTIGHT.
/ "
42.3 43.3 BENCHMARK: USE SLAB �O\ 1000 s
/ ELEVATION AT 42.5' op, \ U`:E'.A 0 GALLON SEPTIC TANK; (REUSE -EXIST.) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
/ 7 41.9 \ L-1 ACHING ENVIRONMENTAL CODE TITLE V.
o \ 2 37.25 °+ 10.83) .58 (.74) - 41 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
�1 \ SIDES: TO BE USED FOR ANY OTHER PURPOSE,
41.6 GRAVEL `w W\ 37.25P x `10.83 (.74) 298 "
DRIVE �� v5 \ BI.�TTOM: 8. PIPE FOR SEPTIC SYSTEM T❑ SCH, 40-4 PVC.
18" OAK i 42s ��� FSPG TOTAL: F. 39 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
s3•B S.3,.GPD
PSGINSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
�o RC BEAN N 244 EXIST. DWELL. o`� USE 5 STA�JDARD INFILTRATORS WITH 4' STONE AT SIDES FROM BOARD OF HEALTH.
�9.8 TH15041.7 PG5 A U D 3' AT 'ENDS 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING
_. _. .6 ORANGE E� FAILED LEACH PITS
+
+ 42.2 'h SyR
+ �a,/
_-L-EGEND T.I TL E 5 SITE PLAN
+ 43.3 + 18" OAK
100.0 il PROPOSED SPOT ELEVATION OF
mss, ARGE P.PINES + 44.3' 11 C OLLI N G WOOD DRIVE
+ 43. \ 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:
sr� + 1. y 4 s _ 00 PROPOSED CONTOUR YARMOUTH(PORT)
+ +.0 N$
RE -LOCATE .1 \ 03.8 + 44.1�`�. ---- 100 EXISTING CONTOUR
PREPARED FOR: PAULA MacLELLAND
SHED \
+ 43. \
\ D� EXISTING 1000 GAL. SEPTIC TANK 20 0 20 40 60
\ b�� (RE -USE) BOARD OF HEALTH
THX N9) + 4 8. 8 7 ;�VV2 - w MA„ ,
FSP ROVED DATE SCALE: 1 20 DATE: JUNE 15, 2002
5' REMOVAL OF UNSUITABLE SOIL REOUIRED + 42. 43•
AROUND PERIMETER OF LEACHING FACILITY, ' 0 �
DOWN TO SUITABLE SOIL (COARSE SAND) off 908-362-4541
_ / p^. _ ._ fax 508 362-9880 Q E C E 9 V E DD
LAYER.. REPLACE WITH CLEAN MED. SAND.
ENGINEER TO INSPECT AND CERTIFY REMOVAL AA mOF M JUL 2 Z 2002
do wn cape engineering, c, ����" �'�� �tH OF
45.0 Mq
o� ARNEyes ���� HEALTH DEPT.
CIVIL ENGINEERS oJALA y ALA LA y�
e No. 26 8 o VILc- '
. �..:_. ._ .. ,. LAND SURVEYORS �o� '�fCl `�o Qy`� 2
02-- 151 939 main st. yarmouth, ria 02675 ,q g, 0 sin G` .t.S. DATE