HomeMy WebLinkAboutEngineered Plans - 2001-
TDP FNDN. AT EL. 22.1' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
/ ACCESS COVER (WATERTIGHT) TO
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
WITNESS AMY VON HONE, RS
RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE:. 4/18/01
19.25' FOR FIRST 2' 75 MIN PERG. RATE < 2 MIN/INCH
(EXIST) PROPOSED�QQ_
18.50' GALLON SEPTIC ' 18.25 CLASS SOILS P#
TANK (H- 10 > ASt-G
8.25AFFLE 18.01' 17.84
PIP 4
IN ( M_„ _% SLOPE) 17. 0 N ® ENDS 4 ELEV.
6' CRUSHED STONE OR MECHANICAL -' 4 0 SIDES Q! 18.8'
COMPACTION. (15.221 123) MIN $ 0.5$' 0 17.25' A
DEPTH OF FLOW = 4 MIN ( } % SLOPE) _ L
TEE SIZES ( z SLOPE) 3/4' TO 1 1/2' DOUBLE WASH;=D STONE,,)SL
INLET DEPTH = 10"12" 1OYR 2/2
OUTLET DEPTH 14"
BW
FOUNDATION- 12' SEPTIC TANK 24' D' BOX 3' LEACHING 14.35' LSFACILITY 10YR 4/6 ASSESSORS MAP 78 PARCEL 14
34" WELL: MIW 29 WELL: AIW 230
ZONE: B ZONE: B
USE ADJ. WATER ADJ: 1.4' ADJ: 1.9'
+ 18.9 + 18.3 18 + 17.9 0EL.12.9' C
FS
4 � 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 2.5Y 7/4
8.5 AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
' 1 WITH CLEAN MED. SAND. -E NE • VARIANCE REQUESTED UNDER MAX.
x(}0.05 10 �-TH `� INSPECT AND CERTIFY R VAL FEASIBLE COMPLIANCE 15.405:
+ 19.0 y r Vt ti: REDUCTION IN GROUNDWATER 93,• obs. water 11.0'
SEPARATION, 5TO 4.35'
X '
1
SHED x 118" 9.0
1 /
19.3 � ---�
1 4" SPRUCENOTES:
0.5 + 20.9 x�
19.6
ITCH _20 NOT ALLOWED APPROX. FROM QUAD
PINES CQNC CK 1 SEPTIC DESIGN (GAR3AGE DISPCSEE ISN
T_ > 1. DATUM IS
pA� x20.4
F-1 [11- 1- LI�L,uri� :! .. _lips 2. MUNICIPAL WA"(ER ISS E I -
a.o 22.1 ► USE A 330 GPD DESIGN FLOW
ti 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
�i v! SEPTIC TANK: 330 GPD < 2 > = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
x 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
x 8 - -- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
+ 21.3 EXISTING DWELLING 22.0 9 LEACHING: ENVIRONMENTAL CODE TITLE V;
TOP FNDN 22.1' 21.8
1 SIDES, 2(37.25 + 10.83 .58 (.74) - 41.2 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
:37.25 x 10.83 (.74) 298.5 TO BE USED FOR ANY OTHER PURPOSE.
a BOTTOM:
PAVED 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
•9 DRIVE TOTAL: 459 S.F. 339.7 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
WG / USE (5) STANDARD INFILTRATORS WITH 4' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
'8 20'9 AT SIDES AND 3' AT ENDS 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS
LOT 179
+ 21.4 12,351+/-- SQ. FT.
- - TI TL E 5 Sl T� PL.�I�
B NCHMARK - HYDRANT
ON TAG BOLT #645 0 '--" 0•0 100.0. PROPOSED SPOT ELEVATION OF -
EL. - 23.0' 19.9 X20.1 24 CAPT. BES
:SE READ
OO. >20.2 100x0 EXISTING SPOT ELEVATION _
�p0 20 197`. IN THE TOWN OF:
00
PROPOSED CONTOUR - (SOUTH) YARMOUTH
+ 20. ®t�� 1Q0 EXISTING CONTOUR
_. ESSE PREPARED FOR: R �
F.O.P.
� � DENNIS PFEIFFE
20 0 20 4 60
BOARD OF HEALTH
��� !�/, MA SCALE: 1 = 20' DATE: MAY 2," 2001
PRL7VED LATE
off 508-362-4541
;a
fax 508 362-9800
clown cape ehgineering, inc, ��,JH of �}H of Mqf MAY, 2 5 2001
ARNE y, ��� �ARNE �`
CIVIL ENGINEERS H.
HEALTH DEPT.
.; y o 2 LA
CIVIL ^
�t LAND SURVEYORS A NO,3On2
-/ /
939 main st, yarmouth, ma 02675 l % F e ,S/
sl5 D
01-072 JALA, P. .,:. s. DATE