HomeMy WebLinkAboutEngineered Plan - 2003- Pi'diPJUM M CELLAR �F vVEM ER 12 20 3
TEST
TOP OF FOUNDA I l�; � I -. _. 20 T. o _ -
�_
. ,�_..._ DATE .�_, SOIL TEST Imo__ �_�_L__
*, 10 FT. ;MINIMUM FROM, SLA -3 OR CRA'i`IL SPA- SOIL TEST DONE BY S�S5_ELLti JNEI:81r�G
1(� 130 ( 10 , T. MI,�I�AI (. EAN SANb
ELEV. = _� _---� ; - : j ! 4`!lTNESSED 8Y _,:.Q. FLAHER
� (r,SSUlvic.D) I CCATE INSPECTION ''
C01117''_
OOT vATJO� HOLE ` .I ELEV.- 99.00
4 ,,CHL `,,ULF 40 P' � PIPE Ly:AM AND SEED 38 INCHES
_ PERCOLATION RATE <_ MN./INCH AT _ _.. _
-I `- 1,.,, ,. 'CH :/8" F ,' F ,,5 \ 2' LAYER OF
`W
WASHED STO TONE
I� - + 99.50 ASO ti VEN `
l' 5.00 I 4.. CfiCT IRON P, E � ' - - �.' X7.25 MSN. NOT QUIRED
(OR E,_QAL) MINIMUM ^�`
i I PITCH 1 f ?ESR FT. 1 ` cr z LEGEND:
i J EXISTING SPOT ELEVATION x.0.0
97, W
ELEV. = °6.7Q�
TTEUE E - -
-5 FE&T
19 INCHES I
6 FEE �
*7
24 INCHES
£'EE'i
29 INCHES
L SET
4 j"RHES
lop
rLO' ._.WJE - , E6.50 _ °i EXISTING CONTOUR----GO----
�` 10, --�- 4
FINAL SPOT ELEVATION OBJ 0
I MIN. j "� o o - - - - 1 - o FINAL CONTOUR
00 Tp
1
ELEV. X96.45 2 0 1 {J ! 010 95.17 OIL TEST LOCATION
LEVEL c j l o ELEV. _ _ UTILITY POLE
T I r� _
GLS ELEV. _ `96_17 P" SUMP �-ELE'. `dS:00_ =s-a=� - TOWN WATER -W=-�--W
BAFFLES r `� CATCH BASIN0�
DI`J' IBu .. ELEV. =
0 4 HiGP` • APACI-r•Y INC -41` NTOI S WITH GAS LINE
rJx _1'< 41_ STONE ; ; Z CESSPOOL OP
/ . _
DEPTH
HORIZ
TEXTURE
COLOR •
MOTT.
OTHER
0-5
Ap
LOAMY SAND
10YR3/2
NO
a 4
5-18
B
LOAMY SiA0
10YR5/8 ,
�7 ETSE it f�NGH �.T
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
18-124
C
FINE/MEDIUM .
SANQ
2,5Y7/4
rLO' ._.WJE - , E6.50 _ °i EXISTING CONTOUR----GO----
�` 10, --�- 4
FINAL SPOT ELEVATION OBJ 0
I MIN. j "� o o - - - - 1 - o FINAL CONTOUR
00 Tp
1
ELEV. X96.45 2 0 1 {J ! 010 95.17 OIL TEST LOCATION
LEVEL c j l o ELEV. _ _ UTILITY POLE
T I r� _
GLS ELEV. _ `96_17 P" SUMP �-ELE'. `dS:00_ =s-a=� - TOWN WATER -W=-�--W
BAFFLES r `� CATCH BASIN0�
DI`J' IBu .. ELEV. =
0 4 HiGP` • APACI-r•Y INC -41` NTOI S WITH GAS LINE
rJx _1'< 41_ STONE ; ; Z CESSPOOL OP
/ . _
DEPTH
HORIZ
TEXTURE
COLOR •
MOTT.
OTHER
0-5
Ap
LOAMY SAND
10YR3/2
NO
ROOTS
5-18
B
LOAMY SiA0
10YR5/8 ,
�7 ETSE it f�NGH �.T
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
18-124
C
FINE/MEDIUM .
SANQ
2,5Y7/4
TO BE WATER BESTED .50
1i X . T. X 1C TrZ�N FO ivIATION CLEANOUT C.O.
IF M^?E THAN ONE JUTLEi - -• ----j ;n NO WATER ENCOUNTERED AT 124' ELEV. _ __a&6Z
1.x`'00 G U ~�� rte. II� �. , �� �,�/ WELL N/A
T��+ (TO B:: PACED ON FIRM BA`;,,. �., +�. '%�; SO�f"1OY!
SE 114, Tfni� E 3/A., 7- ZONE
1 1/2•' CLEAN -� rP. s INDEX
ESTEAS CALCULATIONS A �+
FREE OFWFINrEDwSSI TE ADJUST__ OEIiWN CALCULATIONS
_ rr.. ____ NUMBER OF BEDROOMS 3-
St��ih . ' SPO vF]L OBSERVEE1fWATERROABBE ` F: TABLE ELEV. _ _- GARBA(�_ DISPOSAL UNIT. Q_
NOT f0 S :ALE BOTTOM OF TES '�dOLE ELEV. = _a' TOTAL ESTIMATED FLOW
110 GAL,/BR./DAY X _ 3 SR.) �Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY' tSL GAL.
t ACTUAL CZE OF SEPTIC TANK _1� AL
SOIL CLASSIFICATION
i DESIGN PERCOLATION RATE .��`�: 1,iIN./IN.
EFFLUENT LOADING RATE .: GAL./DAY/S.F.
�' ' 4 LEACHING AREA 47�F._ 3 SQ. i?,.
(11 X36(47X2X10i:')
\�
c 98.34
Q 9:.y� I
c 0 r_
082
AC
N G x:.7.88 I
\P\ G'S6
! �9p 4
0� �G
/ * 00
97.23 / �J902 \ U
I 98.74 EAISTIN�: DWEL
BEORGO S
97.16 A6
99.32
r !I 9;.20
,
97.03
100.2
/ 1500 G NLLON 99. a s"
SEFrtC TANK I 99.E
N
_99.79
8.71 J %.
99.75
9.2
98.6- ' if
J - D. BOX
SO(`_ <�` � - - - .'i 00.07 � +
_ TES
• 1 v. �. _ _ � 0.
x
r
x 99.30
��j��'�
Nodi
HEALTH DEPT•
LEACHING CAPACITY (t-REA X RATE) �i$1. GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY �=.QQ GAL./DAY
MOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO t).E.P.
TITLE 5 AND THE TOWN'S .RULES AND REGULATIONS FOR THE
SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHAI_, _ BE .BROUGHT TO
*i' iTHIN 6 OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHAD EE CAPABLE OF
WITHSTANDING H-10. LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING .COVER. TO GRADE SHALL BE
MORTARED IN PLACE.
5. NC L eF:I;iNATiON HAS CEEN MADE AS TO COMPLIANCE Wil it,
DEEDLD OR ZONING REGULATVONS- GANI ER / APPL'CANT IS TD
OBTAIN SUCH DETERMINATION FkOM APPROPRIATE AUTHORII f.
6. UTILI1iES SHOWN ARE APPROXIMATE ONLY, EXCAVATION
CONTRACTOR IS TO CALL "DiG-SAFE" AT 1-888-344-7233
AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL
AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF
THE DESIGN ENGINEER IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP __Q§-_- AS PARCEL �__•
10. EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKFILLED.
11. INTERIOR PIPING .IS TO BE REPIPED (BY A LICENSED PLUMBER) TO EXIT
AS SHOWN.
H � '
T A_ -. .
APPROVED: BOARD OF HEALTH
DATE AGENT
C.• NS8NPR0✓ 5843-00�dwgN5643-SAS.DWG 02003 SWEETSER ENGiNEERiN,a
��
Locv R�P�- �Z
DIAN MEMO
Z
W000
_
28
PROPOSED SEPTIC DESI�'
FOR
JAMES PAZAKIS
LOC.
100 INDI MEMORIAL D
'YARMOUTH, S.
�7 ETSE it f�NGH �.T
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE NOV 13, 2003
SCALE 1 _. 20'
JOB N0. 5843 00
REVISED
LOCATION MAP
REVISED
SHEET 1 OF 1
C.• NS8NPR0✓ 5843-00�dwgN5643-SAS.DWG 02003 SWEETSER ENGiNEERiN,a