HomeMy WebLinkAboutEngineer Plans - 1983SECTION - SEWAGE
2 - SEPTIC TANK - 10 ± - "D" BOX - OI { - LEACH -f� I- _
TOP OF FDN
Sl.p
'2" OF I sTO 112"WASHEO STONE
IN �
OUT. �' IN —_
CC
� 1600G �'—� OUT IN-.
4 -Co. �j(y luf -,Z/ TANIK 45.51
ELEV. 4S•'�i0
ELEV. F.LEV. AA� ELEV _ 4 _
ELEV. ELEV. I
OF
• WASHED STONE
TEST HOLE LOG
TEST BY SH�V�Z�Ta /H'u6 Tins C-A•NNtr.1G 13.0.Fi,
TEST DATE
,_ 'f `fig'•.: WITNESS
.
T. H. r 1 4H. 1 T.H. r 2 4b.3
ELEV. 00` ELEV.
S -4
100" 4o.4. 10C" u4o-o
I IL,
141'• ate 7
ti -I.17 WATER ENCOUNTERED
DESIGN
3—BEDROOM HOUSE
PERC RATE _. Z MIN/IN. DISNOOSER I DISPOSER
FLOW RATE 33o(GAL./DAV) 330
SEPTIC TANK 33o (I.5)= �1 S
REQ'D SEPTIC TANK SIZE F 1 OCA
LEACH FACT LITV!
SIDE WALL_ IC, 1T'4a 1tS. LPA IZ.S) - 3t4')(o G/D..
BOTTOM4�"'! 1 1.0) �S.Sn G/D.
TOTAL Z04 •1 = 39ZA-6 G(D✓
USE:0� LEACHING �"
4' '
I KtINUMAUM@?-1't., to
�r v �
A/
F-- DISTANCE AS CERTIFIED�
;`H• F \
I HER EBV CERTIFY THAT THE BUILDING `\\'S �� Z SITE PLAN
IN ON THIS PLAN. IS LOCATED ON THE
/ND AS SHOWN HEREON & THAT IT---- LOCUS: v
ORM TO THE ZONING BY LAYS Of THE ,� �YN2).n c7UT1-iPoi22T> �(42N1 C71J1'1� K1AS.�j..
OF
CONSTRUCTED. DATE \.`.cq\ S� REF. Ldp
own cope engineering �g ®8)%1 PREPAREDFOR:
.CIVIL ENGINEERS
LAND SURVEYORS - - - -- I --
Yarmouth / REG. LAND SURVEYOR
MA SCALE!, = QO _
C.ri+;� 12,tl, 53 DATE ��J
-TOS pF I
SD.o o
V TlP -At <
SL s9 y
tl
�S2 ; y'1
r
os
ti9z
I 9g
• Z iQ
tion
I
NOTES: (UNLESS OTHERWISE NOTED)
1. DATUM (MSL) -'TAKEN FROMYH U t S ,,. QUADRANGLE MAP
2: MUNICIPAL WgTER ,_ tS _;_ - .. AVAILABLE
3. PIPE PITCH: 'W' PER FOOT
6. DESIGN LOADING FOR ALL PRE -CAST UNITS AASHO - -44
S. MIN. GROUND COVER OVER ALLSEWAGE FACILITIES: 113 FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
). CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE 5
Lb-rE TME TOP /fsc T -1E PEbPOS6,� T:a",Oo- w
IS 3.(O Tt•. TV[,tpvY- s 14 M,.M Pot uT IU TIG
1=6AD �.SRIUtiiN6 A S-�a (}. VPC�tau c8. Try
YA.Z•np4''N •'�A.uTM YGGU ViTIONS
CONTOURS (EXISTING) --- ---------
-
. (PROPOSED)-0--0�-0- APPROVED
ArNF H' ill
.� n 3d � '-• i I;- I
EG. PROFESSION GINEER
BOARD OF HEALTH
YAIZm—c- �I.MA
/J
o
• Z iQ
tion
I
NOTES: (UNLESS OTHERWISE NOTED)
1. DATUM (MSL) -'TAKEN FROMYH U t S ,,. QUADRANGLE MAP
2: MUNICIPAL WgTER ,_ tS _;_ - .. AVAILABLE
3. PIPE PITCH: 'W' PER FOOT
6. DESIGN LOADING FOR ALL PRE -CAST UNITS AASHO - -44
S. MIN. GROUND COVER OVER ALLSEWAGE FACILITIES: 113 FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
). CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE 5
Lb-rE TME TOP /fsc T -1E PEbPOS6,� T:a",Oo- w
IS 3.(O Tt•. TV[,tpvY- s 14 M,.M Pot uT IU TIG
1=6AD �.SRIUtiiN6 A S-�a (}. VPC�tau c8. Try
YA.Z•np4''N •'�A.uTM YGGU ViTIONS
CONTOURS (EXISTING) --- ---------
-
. (PROPOSED)-0--0�-0- APPROVED
ArNF H' ill
.� n 3d � '-• i I;- I
EG. PROFESSION GINEER
BOARD OF HEALTH
YAIZm—c- �I.MA