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0 DISTANCE AS CERTIFIED
I HEREBY CERTIFY THAT THE BUILDING SITE PLAN
SHOWN ON THIS PLAN IS LOCATED ON THE � � ���� Y "
GROUND AS SHOWN HEREON &THAT IT LOCUS.
CONFORM TO THE ZONING BY LAWS OF THE a..,i ,/77-y T ,7(24r^ �,e4t , '
TOWN OF
WHEN CONSTRUCTED. DATE ag
9 C (� a 306-61
f REF: C �/% `��/>QP
down cape engineering PREPARED FORrilit :
CIVIL ENGINEERS 6'), x _57 G?vv /L/C.
LAND SURVEYORS - '
If
REG.LAND SURVEYOR
SCALE /Ii'_ 3R 8/'._,A97J�
Yarmouth&Orleans,MA DATE 76 'lQ "
11
-at
f
e.
LECTION - SEWAGE
-SEPTIC TANK - - "D"BOX - - LEACH'LG L Ct4
TOP OF FDN
23.oo TA�i�APGIZ
--(MSL)# -"2"OF+/eT0 1/2"NOTE: WASHED STONE
REMOVE ANY UNSUITABLE MATERIAL F RR A DISTANCE
I OF 10 FT.AROUND ENTIRE LEACH I Nat r1--�47.1-'
AND REPLACE WITH CLEAN COARSE SAND.
--4-- \
—a- a-_— a -
OUT• 12 } IN• OUT. _-o IN o---- /'.._ __
r'$ OU.I.----- IN
20.co SEPTIC j a
(9.`15 TANK , )�. 0 ICI.IA /
ELEV. ELEV. ELEV.ELEV. �� ,� .�` 3{ '
.
r '' / 19.30 l9.ZZ
ELEV. ELEV. I-I - (2. i �_, Ism
NOTE: 10.3 L_ `✓� OF 3'4"-11/2"
BRING ALL COVERS TO WITHIN — WASHED STONE
1 FT.OF FINISH GRADE. E,,-B{,b..., se-114 Lk.
•
TEST HOLE LOG
"etGE "7"r) DAL C \48Z.J..t C.5 AGQ-1.1-
TEST BY-FAA QCAByt 64-#1'' ' YA . 1bu" 'BC)• c4'"E-ALTbI
TEST DATE _31_14)Zg WITNESS DESIGN 2 BEDROOM HOUSE
T.H. #$ T.H. # 2
ELEV. 22.3 v, ,., ELEV. NO
GOA,M iop sort.. PERC RATE '' Z. MIN/IN. DISPOSER DISPOSER
24" Z0.3 FLOW RATE 220 (GAL./DAY) 220
SEPTIC TANK 22,0 (L5►= 330
GLF44./MC') SA/4D REO'D SEPTIC TANK SIZE i 000
9Z /6.3 LEACH FACILITY
F/ ' •..R .,v13 .. �e4rvD SIDE WALL /F s)(~9' X 2� >C (2,5 ) = 010 G/D.
94,•• /4.3 BOTTOM /c''K 2.` > (/.0 ) _ G/D.
TOTAL 10(Z < - = 2 34- 9 ardQy
CGerV M .5A.t/4,
/44,—‘ /0.3 USE: 0! LEACHING -TEe`�Ce-i
12,' lone x «' ..ur'Raie- X 3-C deep (be/ow pipe-)
JL/Q WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
il/AW 5 ay t•r �t F�n7¢J Sr1 01 44�5
1.DATUM (MSL)+TAKEN FROM QUADRANGLE MAP ..' r" ` `�.•e
2.MUNICIPAL WATER /$ AVAILABLE :24'7 J/�q,+cS r ��,
3.PIPE PITCH: 1/4"PER FOOT _�Q )., ,'; + jiAm� 1P
4.DESIGN LOADING FOR ALL PRE-CAST UNITS: AASHO- -44 B.)WMr'N 1 - o&AN 1
5.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. '�" ')a• �;j N ;,
y,4 ?4 U 1
6. PIPE JOINTS SHALL BE MADE WATER TIGHT a \. 1. A. / \ .° _ B �" +
7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. '4i,• . ' ts¢S1F� ' 1► - .#i "40 `','AI
STATE ENVIRONMENTAL CODE TITLE 5 4 �''�- ; ,� STE /G:1
�:?q;,� 1'n7 � /� ,fir �i �.>�
4„,0
404.4
tEG.PROFESSIONAL ENGINEER
,
i
BOARD OF HEALTH I
CONTOURS (EXISTING) YA2wlaL.7.n�MA
(PROPOSED)—O—O-0—'O— APPROVED DATE
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