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ELEV. = 129.001p FT. MINI UM
(ASSUMED)
LEGEND:
EXISTING SPOT ELEVATION00.0
EXISTING CONTOUR ----00-----
i FINAL SPOT ELEVATION 0.0
FINAL CONTOUR U
SOIL TEST LOCATION -
UTILITY POLE -O-
TOWN WATER -W --y-=- _W_- r
CATCH BASIN j
GAS LINE T ----G
CLEAN OUT C•0• --
CESSPOOL C.P.0
FT. MINIMUM FROM CEI
10 FT, MINIMUM
2 CRAWL SPACE
SLAB
CONCRETE
CLEAN SAND
"MA-11
COINCRETE INSPEOTION PORT
CO ERS LOAM 14D $EED
q" SCHEDULE 40 PVP PIPE 2" LAYER E
MIN. PITCH 1/t" PER FT. 1/8 TO 1
9,3
WASHED STONE
R FILTER FABRIC6 MAX. TV�
g8.5p 0.00 4AX. 6.70 M 1, VENT
SOIL T
DATE QIS- F SOIL T O TOBf:R 15. 2015
SOIL TEST QONE BY SWEET ER NGIN'ERIN
WITNESSED PY _Pj_ LR -----=----
QB ERVATJON HOLE 1 ELEV.=_.99.Q-
PERCOLATION RATE "� <_T�_ MIN./INCH AT 2 __ INCHES .
DEPTH
INOR14
4" CAST IRON PIPE
COhPR MOTT. OTHER
P-6-
(OR EQUAL) MINIMUM.
LOAMY $AND
1OYR4/1 NO ROOTS
PITCH 1/4" PER FT.
ME IUM SAND
ELEV.
ELEV.
LI
E
UID
tiH
OUTLET
TEE
RECD
4 FEET
14 INCHES
5
FEET
19 INCHES
6
FEET
24 INCHES
7
FEET
29 INCHES
8
FEET
34 INCHES
LEGEND:
EXISTING SPOT ELEVATION00.0
EXISTING CONTOUR ----00-----
i FINAL SPOT ELEVATION 0.0
FINAL CONTOUR U
SOIL TEST LOCATION -
UTILITY POLE -O-
TOWN WATER -W --y-=- _W_- r
CATCH BASIN j
GAS LINE T ----G
CLEAN OUT C•0• --
CESSPOOL C.P.0
FT. MINIMUM FROM CEI
10 FT, MINIMUM
2 CRAWL SPACE
SLAB
CONCRETE
CLEAN SAND
"MA-11
COINCRETE INSPEOTION PORT
CO ERS LOAM 14D $EED
q" SCHEDULE 40 PVP PIPE 2" LAYER E
MIN. PITCH 1/t" PER FT. 1/8 TO 1
9,3
WASHED STONE
R FILTER FABRIC6 MAX. TV�
g8.5p 0.00 4AX. 6.70 M 1, VENT
SOIL T
DATE QIS- F SOIL T O TOBf:R 15. 2015
SOIL TEST QONE BY SWEET ER NGIN'ERIN
WITNESSED PY _Pj_ LR -----=----
QB ERVATJON HOLE 1 ELEV.=_.99.Q-
PERCOLATION RATE "� <_T�_ MIN./INCH AT 2 __ INCHES .
DEPTH
INOR14
TEXTURE
COhPR MOTT. OTHER
P-6-
A
LOAMY $AND
1OYR4/1 NO ROOTS
P -12t;"
ME IUM SAND
2.3Y7/4
FLOW LINE LEVEL RS TEE NUJ WATER ENGOUNTEREQ AT 1--�6 - ELEV. _ �R8.5 _
10" FLOW LIE 96.000 c
[•FAIN. 10" ---� { _D�SIPN CALCLI� 11�NS
1ELEV. _ �37_ MIN. r 0,. 4 0 _ 4
ELEV. _ ° NLJMBEt OF BEDROOMS
-B_�? L VEL o f fpr o 94.67 GARBAGE DISPOSAL UNIT
ELEV. - _97QQ GAS 6' SUMP E F, =o - = ° ELEV. _ ..-_
ADD GAS - -- BAFFLE ELEV. a 9 LEV. _ '_.50w ° - - TOTAL ESTIMATED FLOW
( 11p /pR,/DAr X T4,�. SR.) �. GAL./DAY
BAFFLE D�ST�I IJTiR I ELEV.\ RFQUIRED FIRST SEPTIC TANK CAPAC TY SSL, GAL,.
EXISTING _ �_ 6 HIGH CAPACITY INFII TRATORS WITH z P.17 ACTUAL SIZ OF FIRST SEPTIC TANK(POS7 �„ GAL.
(EXISTING)
(TO BE PLACED ON FIRM BASE) ® STONE IN AN REQUI qED SE,CONp SEPTIC TANK CAPACITY _���, GAL;.
1000 n TO BE WATER TESTED 11' X , + X gyp• TRENCH FORMATION WELL AGTUA SIZE OF SECQND $EPT1C TANK p GAL;
CALLOW 14�a GALLON IF MORE THAN ONE OUTLET ZONE
1QOO �/i�� SOIL C ASSIFLCATION
TANK !� z INDEX D SIGN PERCOLATION RATE MIN./1N.
E��Q � � (TO BE PLACED ON FIRM BASE) 5,��+`� � S� � �+ PDJUST. EFFLUENT LOADING RATE _ a GAL./DA'{%S.F.
S PTHC TANK 3/4" TO 1 1/2' CLEAN SY 1[_.m �S� �
'a� `LEACHING AREA. ;- �SY. SQ. FT:
DOUBLE WASHER STONE 3 A
FREE OF FINES &SILT USG$ PROBABLE WATER TABL ELEV. _ ___�__ (11X¢0+(�+9X?.�'f0/12)
= LEACHi�dG A XTY (AREA X RATE) GAL./DAfOBSfRVED WATER TABLE ELEV. •3o4SEeAGE DI POSA� $YSTEMPR0ILS BOTTOM OF TEST HOL ELEV:
NOT TO SCALE RESERI(E LEACHING CAPACITY _V� GAL,/DAY
N OTE$:
174.41' 1. ALL WORKMANSHIPANQ� MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5' AND' THE TOWN S ROLES AND REGULATIONS FOR
THE SUP5URFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO $ANITARY i NITS SHALL BE BROUGHT TO '
WITHIN B" OF FINISHED GRAPE.
3. ALL COMPONENTS .OF THE SANITARY SYSTEM SHALL VE' C APABLE OF
WITHSTANDING H-10 LQADING UNLESS THEY ARE UNQER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING'SHALL QE'
LOT B USED UNDER OR WITHIN 10 'FT. OF DRIVES OR PARK114G AREAS.,
22,570.1 S.F. 4. ANY MASONARY UNITS .USED TO BRING COVERS TO,GRADE SHAT -L
BE MORTARED IN -PLACE.
5. NQ DETERMINATION HAP BEEN MADE AS TQ COMPLIANCE WITH
• 105.9 DEEDED OR . ZONING REGULATION$. OWNER / APPLICANT 15 TO
0 TAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
96.8 6. Ul"ILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
/ LL "DIG-SAFEI' AT 1-8$$-344-7 33 AT LEAST 72' HOURS
IS TO CA
PRIOR TO TQ COMMENCING WORK ON SITS.
/ . CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL 'AS
7
SITE CONDITIONS PRIOR TO COMMENCING WORK ON .SITE. ANY VARIATION
/ IS TO BE BROUGHT TO THE ATTENTION ' OF THE` DESIGN ENGINEER
1 / 99,3 OR�ve IMMEDIATELY.
lb
BH --- -
J6
/ 8 PARCEL IS IN FLOOD SONE
10/0 GALLON o ' �y a 9. LOT IS SHOWN ON ASSESSORS MAP ion 'AS PARCEL
SEPTIC TANK
10 EXISTING LEACH [SITS ARE TO BE PUMPED AND REMOVED OR BACKFILLED.
14
10/000 GALLON v
SEP�C TANK to o Iw
6 O, o t �J
r 96.2 A ?tn>®uth HeltDgartee®
/ a' t y..
?p VED
9.1 0.0f t f
97.6OECK
(_ r `a / ` tf z '` ✓/ N . ame Rate
It
W 5..5
'i J /*
97.9 a+1
9, 1 y
l SOIL �9 (94) DRIVE
`'FEST 2
= 101.7 I
Q x 96.7 �APP OQ: BOARD OF HEALTH
x 99.1
D. /
110°1. BOX
DATE AGENT
/ • 9t4.e
1 � o
/ x 4.6
93.7. J
x 97.3
1'13..33' �' � 87.9
"TIC DF31SIG11
FOR
"IN '� I 7UST
LOC. 85/37 '�'h a, WTit
'..Ord;;f R ak'.i'sin
:203 SETUMT ROACi
508- P. 0. BOX 713
35-6900 SOUTH DENNIS, MIAS5. 0266
Rotj iE 6
DATE
OCT. 16, 2015
SCALE »
1 2a,
REV.
JOB N0 76,60 .:..
SNFET I OF.
71-
RECD
LOCATION MAP
LOCATION
n. IS,6IPROJl7940r001dwo17640-SAS.DWG C 2015 S�EET$ER IENGINEERtt