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CUNLe-q,- OTHERWISE No�p 7/2/07 APPROVAL DRAWINGS
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GBbafL sl}I�ivLES � TYPE
GEOFFREY KOPER
ARCHITECT
P.O. Box 766
Barnstable, MA 02630
----- �aoR6EJ poRGhf phone/FAX: (508) 375-1027
pA II�TBn Wa r;I bJARD PAI L, Tyr..
-- CA SW LL
ESi®NEC
20 Summer Street
Map 122 Lot 97
Yarmouthport, Massachusetts
SOUTH ELEVATION
EAST ELEVATION
g t CaVf-
I w�� 13 Zv�071
PROJECT NUMBER 0413
91.0 MAX WASHED STONE VENT
4.00 4" CAST IRON PIPE • P,8-75 ATN. REQUIRED '
(OR EQUAL) MINIMUM
' PITCH 1/4' PER FT. < z
FLOW LINE 89. rn
ELEV. NIMI.
o� 010.' V. ipVEI 8667
DEPTH HORIZ TEXTURE
COLOR MOTT. . -
OTHER
0-150 Ap LOAMY SAND
10YR5/t NO
PROPOSED SEPTIC DESIGN
FOR .
' .J"ES CARSIELL
15-43" B LOAMY SAND
1OYR7/6
43-138' C FINE SAND
2.5Y7/2
r
gb)
1500 GALLON` i
t?
= F o ELEV.
ELEV. _ $>�2� GAS ELEV: _ �E7y67 6` SUMP ELEV. _ _130_ c ^' �'" WATER ENCWNTERED AT t 32_ • ELEV, 79.0
BAFFLE DISTRIBUTION
BOX
ELEV. z
LIQUID OUTLET .... - _
4 FEET 14 �NCHES (TO BE PLACED ON FIRM BASE) TO 8E WATER TESTED L8 i H/CN CAPAG7YkUf7L7RA1lNS Of 7N STON£ a
5 FEET 19 NCHES IF MORE THAN ONE OUTLET IN AN 11' 60 YO - M -NCH fORMA77ON 6'67 WELL__61W NUMBS DESIGN CALCULATIONS
6 ET - 24 INCHES 5OO GALLON
7 FEET 29 INCHES T� TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION i OF BEDROOMS 5
8 FEET 34 INCHES
SEPTIC TANK 3/4" TO 1 1/2` CLEAN NDEX 21.7 TOTAL ESTIMATED AFLOWT
SYSTEM (SAS)
DOUBLE WASHED STONE ADJUST t.0 (110 CAL/8%/DAY X 6 BR.) _3M_ GAL/DAY
FREE OF FINES & SILT n REQUIRED SEPTIC TANK CAPACITY 11D0_ GAL
t,f
USGS PROBABLE WATER TABLE ELEV. _ =P9D ACTUAL SIZE OF SEPTIC TANK ;•,1`_.+00__ GAL.
SEWAGE DISPOSAL STEM PROFlLE OBSERVED WATER TABLE (5/9/07) ELEV. _ -U&-SOIL CLASSIFICATION
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - �j!} S _ DESIGN PERCOLATION RATE S-' _ MIN./IN.
- EFFLUENT LOADING RATE GAL./DAY/S.F.
LEACHING AREA & SQ. FT.
100.6 (11X60)+(71X2X10A2)
LEACHING CAPACITY (AREA X RATE) _OMA GAL/DAY
77&33 X 0.74
X100. $RESERVE LEACHING CAPACITY 3M.25 GAL/DAY
6
`
1. ALL NOTES:WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
99/6 / WITHIN 6' OF FINISHED GRADE.
/ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
/ o ,(96)WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF ORX95.9 �9k1/ 1 \ \ USED UNDERRORSWITHINANG 10 �FT. OFEDRIVES ORLOADING PAR NGSHALL AREAS. E
c�l / 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
.A- / 101.1 �;Y I / <J2.4 BE MORTARED IN PLACE.
/5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
N
"/94'0 / \ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
91.0
o0)
v1 / DQfftt \ I �OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE O:-'LY-X-AV.A-fOS CON SA�TOR
0 - _ _. _ - - -- __--._ --- - iS TO CALL "DIG -SAFE" AT 1 888-344 7233 AT LEAST 72 HOURS
/ ) \ • 95.2 ( PRIOR TO COMMENCING WORK ON SITE
9.7 99.4\� \ I \\ \ \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
ey \ k Y\ \ IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
10 // 98.8���\\ 94.5\�\ 6° Or \\ \\ IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP , 17-2 AS PARCEL _____,
g\ 10
FOR A MINIMUM �OF 5' AROUNMATERIAL D SOIL LL S ABSORPTIOE REMOVEDN SOYSTEMDAAND DER ABE
101.2 / { co 9 i I `\ \ \ �soJ� REPLACED :WITH MATERIAL AS SPECIFIED IN ,310 CMR 15.255:(3),
11. -THE INSTALLER IS TO GIVE .THE ENGINES A MINIMUM OF 48 HOURS
9L9__ 90.2
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
\ 12. EXISTING CESSPOOL" IS TO BE PUMPED AND BACKFILLED OR REMOVED.
0
-m,ioL ,�' _ Q \ O,P 8�� \�. , l_PRO?OS. - ss.7-
ADDITIO \ 93.
92.5 -
/� 97.
f `�Wt j 93.6 ��� �v I
97.7 91.7 13 t ;;7 E , APPROVED: BOARD OF HEALTH
1 �.
IGARAGE 92.5r
92.3 jl' `f trw�
-
/ I-
_�lg6i x'94/4 /\
f i DATE AGENT I
CLEANOUT C.O. C: IS I PROJ 1.6529-00 I dwg 1 6529-sas.DAIG 0 2007 Sh'EETSER ENG.
f
rARMou>HPORT, Mass
1HATCHER SHS RD'
rn 'a RlX/lE 6A a
IRANDU/l IRL.
5 LOCUS
PROPOSED SEPTIC DESIGN
FOR .
' .J"ES CARSIELL
LOC. 20 SUMMER STREET
YARMIOUTHPORT, MASS.
r
gb)
1500 GALLON` i
t?
91.4
DATEJUNE 6, 2007
sGALE 1" = 20' -
I
SEPTIC TANK " .�\
JOB No. 6529-00 '
91.6
SHED
SN"NG SET
M
9
\
�`.O( \
REV_
SHEET 1 ., OF 1
AREA 90:4
? i
.\P \
.1c S. \
90.4
909 +�
�e
f� \
g.
90.
'SOIL
D. t,
\\
\\
T
BOX"
\
_x(90)'
LOT 2
\
's s: / `,��
\
'�•�
\ 21,697 f
_
0.50 AC.
�'�,,,
LEGEND:
„ :
EXISTING SPOT ELEVATION 00„0
\``�
.7
EXISTING CONTOUR ----00----
``�`�__
WENT 88.7
FINAL SPOT ELEVATION
FINAL CONTOUR' ®
SOIL TEST LOCATION
UTILITY POLE -0-
88:0
-
TOWN WATER -WSW®�'"
CATCH BASIN\�%
GAS LINE G
CESSPOOL QC.P.
CLEANOUT C.O. C: IS I PROJ 1.6529-00 I dwg 1 6529-sas.DAIG 0 2007 Sh'EETSER ENG.
f
rARMou>HPORT, Mass
1HATCHER SHS RD'
rn 'a RlX/lE 6A a
IRANDU/l IRL.
5 LOCUS
PROPOSED SEPTIC DESIGN
FOR .
' .J"ES CARSIELL
LOC. 20 SUMMER STREET
YARMIOUTHPORT, MASS.
•S' r�a ' + IG a tr '
235 GREAT W STERN ROAD
P. 0. BOX 713
398_3922 SOUTH-DENNIS, MASS. 02660 .
398-3922
DATEJUNE 6, 2007
sGALE 1" = 20' -
REV. JULY 30, 20071
JOB No. 6529-00 '
LOCATION ` MAP
REV_
SHEET 1 ., OF 1
CLEANOUT C.O. C: IS I PROJ 1.6529-00 I dwg 1 6529-sas.DAIG 0 2007 Sh'EETSER ENG.
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