HomeMy WebLinkAbout19 Village Brook Road - Site & Sewage PlanSEPTIC PROFILE TEST HOLE LOGS
T.O.F. AT EL. Z5, zo `
ACCESS COVER TO WITHIN Ir OF FIN. GRADE (�T TO SCALE) /y
ACCESS COVER {WATERTIGHT) TO ENGINEER: �- lQ/.n''^'t ✓1.�
WITHIN 6' OF FIN. GRADE Y f�"i d 1= TTG' �!"�.% o �J.
CMINIMUM .75' OF COVER OVER PRECAST / y 27SLOPE REOUtRED OVER SYSTEM 2.3 n3 WITNESS:
+`. RUN PIPE LEVEL T DOUBLEDATE:
WASHED PEASTONE s
ZZ` , FOR FIRST 2' 3' MAX. PERC. RATE
PROPOSED
\ X f. l CLASS fl::� SOILS P# T
x. GALLON SEPTIC? p 9
TANK (H- CAS 5 IIS �d
BAFFLE Zp"7 --- -
(_.., —.L SLOPE) CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 12D 2- 2' a I o0" Q ELEV.
2�.3 Q y3.3 •
DEPTH of FLOW - ( SLOPE)
TEE SIZES: 3/4- l2" :TO 1 i DOUBLE WASHED STONE
l rIV V e
INLET DEPTH + I O` T f I li
Iq , y.7 D 1A MA P SCALE 1"
- OUTLET DEPTH m -
LOCATION
LEACHING 91. 11 ,3 {y" i -h• iotA-h I y: q,.a)t
FOUNDATION Z' SEPTIC TANK 3 D' BOX FACILITY �j �j ASSESSORS MAP �( PARCEL (yl Z
V. y, ZONING iNG bISTRICT:
L,
YARD SETBACKS.
FRONT =
l/ 61 SIDE =
REAR _
t,tc r7 M g.CV PLAN REF. -
1 JI F { E FLOOD ZONE: C�
Ako '9
� �Lt
CZ
;3, \ ` ,�,2. I_, t�z• {z,3 NOTES:
06r✓o- ��.1t. eitO' 0Eu,jt�� ��
SEPTIC DESIGN: (GARBAGE DISPOSER IS ��1 Aw✓�1 e 0 ) 1. DATUM IS
DESIGN FLOW: I BEDROOMS (1L7GPD) '�")flGPD 2. MUNICIPAL WATER IS S%
USE A'r?79 GPD DESIGN FLOW 3. M;14,MUM pipL Nlicti i0 BE 1/08-1 PER FGvT.
�• V� - SEPTIC TANK: -2,7)oGPD (06,90 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
5. PIPE JOINTS TO BE MADE WATERTIGHT.
r
N USE A _15—cL7 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE fN I ACCORDANCE WITH MASS.
r 1�t r5 LEACHING: ENVIRONMENTAL CODE TITLE V.
\ \ 7-(e:9. 7 5 , r�� v �4� t�q 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES: USED FOR LOT LINE STAKING.
8070M: �o'1,, Y P3 (.I�1"' 8. PIPE FOR SEPTIC SYSTEM TO SCHi. 40-4" PVC.
_ � r,. � S.F. �; a ->r GPD. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ,
rz- FtyT 6t (og�Z INSPECTION
BY OF TOF HEALTH AND PERMISSION OBTAINED
TOTAL:
FRO
tApyv(1 Zvi Y.Z�
1 t / t I O.:�'"F• t h T1 �1 u remit h pG�7'h--u^ K"GT. t7> fo QJ Ni O �t' i't yl•i~•rj
T¢N �' /lbs. �. rZt'w r -t r'% I ti01�Ey=r.v7�fL-l} 1
L]fit,}Y�Ge-
r
�Ija
1•a�� �-- I .n \ LEGEND SITE AND SEWAGE PLAN
PROPOSED SPOT ELEVATION Of
v ✓ � C�7iG- F-•rD1� �
100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF:
1,67
„tY 100 PROPOSED CONTOUR (1-20�1_1
\ UoY Z�h
100 - — EXISTING CONTOUR PREPARED FOR:
14 ' t-'� L�P.`c P` tt C� (�•:'"C�-{�'
.n -
EOARD OF HEALTH
2 RA SCALE: Z4' DATE ? . � r ir1Gl Z
\ APPROVED DATE _ J
/rj oti
ar 508-362-4541 ti
fm 508 382-see0
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down cape engineering, Inc.o� ARNE �_� ARNP N. �ryG Q
CIVIL ENGINEERS oJAu
'e . NO
” LANDSURVEYORS F�1rtA k - 9Er? ti`ti 44, "
934 ,Hain St. Yarmouth, ma 02675 ARNE H. OJALA, P.Eiy+ ':.S. DATE
JOB## 6�—I03�