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1 `3EE S. S 5.6 H LL ELE ✓.0 17'._iO�t/S � c�<� r.1/.c/ %�.eGf /N. S. G . '
C/cTE �8 L� L/ '�iYJ2BPu
-SEPTIC TANK - „p.' BOX - -LEACH IAJCr ?"2E�cJc�IS �2 a.q rr�+� - "3�E a :5, oti �. s. , .
TOP OF FON ( � I
- - (MSUs `
"2.' OF 112 TO Y2"
M/A.//ANAL G24t'4 NOTE: WASHED STONE d. /o•
C �/Ac/GES �'ti/LY REMOVE ANY UNSUITABLE MATERIAL FOR 8q DISTANCE �
AQOG/d/A �� OF IOF r. AROUND ENTIRE LEACHLtiL6 TQEA.JCH t
ANO REPLACE WITH CLEAN COARSE SAND. 5,71 O J
A�ouvDATip c/� `
�o.aQ�%PircN
S.9
OUT .� IPL__ IN _ -
OUT . �fN. �_ _-�� �L ��•' ` \ I
20en_ G 1 -3 't
a ' 0
8.33 :E.L
SEPTIC
%•�J77.S:o /.to ��� ��ELEV. EV. ELEV. A I (� OT C. ` ` rCis / `� o �. _ �L 3
ELEV.-3Z'- r•j 1 \ ` �i
j7.92 775 ELE✓.� 2.4 L. c.p. ' G + r �2
/LIIaSC//li/U:lif T�EAT/i / ELEV. ELEV. WET SA.✓D G� �// Q i r\ V ` �� /Vp� �c� 1•� �,� .�iJ
Wf s7' _51,0,Ce "t` S I V
NOTE: SouTH �TeEBT t7' OF 3/i" - lVh" d
BRING ALL COVERS TO WITHIN h d
1 FT. OF FINISH GRADE. WASHED STONE , r
�BELoW P/P.Ei '
,coQAZESr- kVAV.TE - Ys!�. Co.I. C•M. eU� f L U �•. ,
- �O I E
TEST HOLE LOG cEo DECoTEAcJ- Y/jR. aD. cT/p `� d Y 0� �I
A_/0 7--= / Z ��►
ticA.�.i2D cF .�/�c4LT.v t�f) t : d #t8 Ez S74
i e B t/iC PF _ E sG/ST/.V6- `• L `f. �0
TEST BY �I s
✓JJ�,c /9Bo WITNESS - - t>.oAeovas6D 5-9 r 6.4 fn�Q`Q y �%C
TEST DATE �i 9,
DESIGN !�'AL BEDROOM HOUSE.' 20 U
T.H.�3 T.H. # 2 'E of \ b �v /ooy uru.eE
7-657'OL -44ELEV. '" ELEV. B.3 �� L �( �� 2ESE,2✓E
L.e6SEevE► j
NO
kV, -r sd<JD G o�•N � SC�650IL PERC RATE� Z MIN/IN: DISPOSER DISPOSER �I ._/ rv,�
E.c./CDv,�ITE D ~ F /320 (GAL./DAY) 2/VES
ELF_ ✓.
Z. IA -1 24 ro.3 LOW RATE PA-o�oa� ed(2 d.3 (T�DgC�
/oC�✓. T. �/ o SEPTIC TANK I3z0 x (/.5): �gBG� - `, 33.9. areA-y waioo'fra�„c A% S-/�o�CEI f
ws:5 S/D o Cz.e AI �t/16oiU.�-/ REO'D SEPTIC TANK SIZE 2000 - i fo fou a/ as j�iors y,.Z 4 `
.mac v ry ST,
7-o LEACH FACILITY I
Z4 SIDE WALL .32'x /'x 2 x 6 x � ZS) r G/D.
/.eJE S�,va 9(00 7 �j-ie�rY oo�E Te •� /09'
BOTTOM 3Z�x �� x (o x (/.0) 384r -,e 6.5 v ��
G/D. .9 3o.az`
TOTAL : 7G8 s /3�iG� Cri%.�r� TES: 7.10
1/ocE
200016,4z- SEPTIC iAAl/Ai=
USE: T-e"c"/BS WEr WNDe
LEACHING
WATER ENCOUNTERED /',a EAR � L � �, Q � I �.C•c- ,�
B.M. E/cv. _ 7.72 �L.OT
NOTES: (UNLESS OTHERWISE NOTED)
1. DATUM (MSL) -TAKEN FROM"gnu ;:� ny ' �. �� %•Z
2. MUNICIPALWATER - ------ f 4JAMES('� mac`•.
L`� -AVAILABLE JA > ti
3. PIPE PITCH: ME PER FOOT SEE ;Vj, Vg J H. �^
4. DESIGN LOADING FOR ALL PRE CAST UNITS. AAS HO - 44f3t?SNRU!tl i Z4 d� . ;
w v 4N
5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. ` n O J �-a--- DISTANCE AS CERTIFIED Td gcGDM/�QA✓y A �cJOT/GE dF1 UTb(!
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS. On �QI \ •n C'f E/
STATE ENVIRONMENTAL CODE TITLE 5 f`sS S cCs" s \ ✓A ST t�j 1 HEREBY CERTIFY THAT THE BUILDING SITE PLAN
�.TsJE EIC/ST/tile 80/1_D/A!G /S To 6s-- Q.4/5ED, <7.V0 At�� � $� ,ti�;� SHOWN ON THIS PLAN IS LOCATED ON THE /_,D7_5-_ Sac�T,y ST2EET
A M/ c//MUM OF CSi GOU2SSS OF Go,eET�jv ' �'='�° GROUND AS SHOWN HEREON & THAT IT LOCUS:
BLDGK /S To 8E .4D„J ED To THE O.474ffs4g"7-CONFORM TO THE ZONING BY LAWS OF THE spy 7-y �,cjet ro uTf-�^, /t�d55.
FoU,V1�AT/O.tJ� BQ/VG/.ver 771E Tao ?b ELEi/A7'/O,cJ TOWN OF
REG. PROFESSIONAL ENGINEER WHEN CONSTRUCTED. DATE
Eye/sTin,/� �` P.eo.posEa, /S To f�AYE A cQAlt/LS.oAcE
REF:
dOw cape etykeefift.0 PREPARLEtDVFODR:
CIVIL ENGINEERS
LAND SURVEYORS ------=------
BOARD OF HEALTH REG. LAND SURVEYOR
CONTOURS (EXISTING)--------------/DU�aO' P2/L /
(PROPOSED) -O -O -O -O- APPROVED DATE MA k Yarmouth & Orleans, MA SCALE DATE 1SO - 00/