HomeMy WebLinkAbout48.39.2 - Title 5 Site PlanSYSTEM PIR- TLE TEST HOLE LOGS
TOP FNDN EL. 23.0' (NOT TO SCALE) - �ffi Locus
RICK JUDD, RS
ACCESS COVER TO FIN. GRADE
ACCESS COVER (WATERTIGHT) TO ENGINEER: �Fa
WITHIN 6" o= Flr GRADE AMY VON HONE, RS
21.0 MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM 20,5' WITNESS: I�
--- 5/8/02 o BFq
RUN P'PE LEVEL 2" DOUBLE WASHED PEASTONE. � 18" MIN DAT'-: -. � 2 MIN INCH
19.0' FOR FIRST z' 3' MAX. PERC. RATE _ /
8.46' H-20 18.26' CLASS I SOILS P#
18.71'JIZ3:BGAF
AS �L-- 7.35'' _ FLE 18.Q2' �� - y�
17.84' - 4' 1
-( 3 % SLOPE)\__6" CRUSHED STONE OR MECHANICAL _ - 3' 0NDS �'?
COMPACTION. (15.221 [21) I o$$ _ o ; :7.:; 6-0„ ELLE 4 0„ 2i 20.5' a�sl I
DEPTH OF FLOW 4 ( 2 %SLOPE) (-1-7 SL01'E)-
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WAS: -IE.' STONE FILL
INLET DEPTH 10"FILL
= 12" 8° LOCATION MAP NOT TO SCALE
OUTLET DEPTH 14° 5'
FOUNDATION- 10' SEPTIC TANK 22' -- D' BOX 3', L4A, HTNG LING BFS BW ASSESSORS MAP 48 PARCEL 39.1
LFS ZONING DISTRICT: R 25
10YR 5/6 17.7YARD SETBACKS:
32" 3' 10YR 5 6
I'SE ADJ. WATER AT EL. 12.26' / FRONT 30'
36" 17.5' SIDE = 15'
/REAR 20'
BENCHMARK �C
05 N'(
EvEO 18.20 PERC® C C PLAN REF. -
HYDRANT TAG BOLT p1025EDG�,_�t$A4
ELEV = 22.31' SRP _ +i1 Tel) -4- FS FS FLOOD ZONE: C
SIGN +,18.19 2.5Y 6/4
�- Mp1gj�f
r' +2o.a 2.5Y 7/2 WELL: A 29
�p=1� R / o a +!7.8i ZONE: A
ROAD j, .88 yY o / is ADJ: (APRIL) 2.1'
IRC�IT TK 13 '<a.w�!-,�. g��, �N �d�,
N 123" yes. WATER 10.15'
C O R J/ ��f
/ LOT 306
rn
94831 SF
/ �2C
I /
/ $w
/ \ W
zo.Is �NN
PROP.
DRIVE
21.23
-211 21.30 Zt
�2
�9
3.93 PROP. w �„ •, +19.71 �9 L� •, 124 10.06' 124" OOS. WATER 10.16'
DRIVE ,\;„ +2'�'L4 (Rs S�� d _ - NOTES:
JF TH1
NOT ALLOWED 1. DATUM IS APPROXIMATED FROM QUAD MAP
SEPTIC DESIGN: (GARBAGE DISPOSER IS )
DESIGN FLOW: 3_ BEDROOMS ( 110 GPD) 330 GPD MUNICIPAL WATER IS AVAILABI F EEE
H3 L lit V )L� ilxM1 FI_.UW .., /flMvrv� i,r �. Y
DESIGN LOADAG TOR ALL PRECAST UNITS TO BE AASHO H- 20
+22.16 .� f ; / , �Po SEPTIC TANK: 331 _ GPD (_2 660
5. PIPE JOINTS TO I BE MADE WATERTIGHT.
/roQG USE A 1500_ GAL _ON SEPTIC TANK
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING: ENVIRONMENTAL (CODE TITLE V.
PROP. PROP. CRAWLSPACE (FLOOR NO 41.2 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
DWELL J, LOWER THAN ELEVATION 18.5') SIDES: 2(372F:-_+_10.83L.58_(-7L_'`USED FOR LOT LINE STAKING.
�i65
BOTTOM: 37.25 x 10.83 (.74) 298.5 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
rF= 23.0'o0 3397 9, COMPONENTS NOT TO BE BACKFILLED DR CONCEALED WITHOUT
?e TOTAL: 459 S F. GPC
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE 5 r1-20 STANDARD INFILTRATORS WITH 4' STONE AT FROM BOARD OF HEALTH.
-4-20,25 - -----
SIDES AND 3' AT END'S
AN
LOT 307 -
6EGEND
sr
o�
X90
�F
T
19.40
100.0 PFiOFOSED SPOT ELEVATION
1 GOxO E) iS" NG SPOT ELEVATION
100 PROFJSED CONTOUR
- 100 - EX'STiNG CONTOUR
BOARD OF HE:.
APPROVED DATE
off 508-362-4541
fox 508 362-9880
I
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF #35 61RCUIT ROAD NORTH
IN THE TOWN OF:
(WEST) YARMOUTH
✓[,^, PREPARED FOR: MICHAEL ARONNE
s1?002 �J 20 0 20 40 60 Feet
MA SCALE: 1 20 DATE: MAY 13, 2002
R>=V 15ED M A -Y 3 57irREFT
AODRE--5 S
r
LA
�� �N Df MA
ARNE ycs
o ARNE 41.
p,1AN }1- �r p,IntA
N0. 28348 ;Jj CIVIL
ARNE H. OJALA, P. '., P.L.S. DATE
FILE C01"Y