83-1562FIRST FLOOR EL. 11.0' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
MINIMUM .75' OF COVER OVER PRECAST
J=
CRAWLSP
FNDN.6.O,f PROPOSED 1500
GALLON SEPTIC
BASE OF _ TANK (H- 10) 4.75'
FOOTING AT EL. _L (WATERPROOF GAS
4.4' MINIMUM SUPPLIED BY SEPTITECH BAFFLE �O
MIN e
( 2 7. SLOPE) 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
NOTE: FOUNDATION DESIGN DEPTH OF FLOW = 4' 1 % SLOPE) ( SLOPE)
BY OTHERS (- °
- TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH 14'
ORIFICE SHIELD OS150CW
1'0 SCH-40 PVC LATERALORENCO SYSTEMS INC
PH. 1-800-348-9843
OR EQUAL.
3/16"0 HOLE AT 5' O.C. SNAP-ON
ALTERNATE BETWEEN TOP SHIELD
& BOTTOM OF PIPE.
EXACT DIAMETER HOLES DRAINA*SLOTS
SHOULD BE. SHOP DRILLED WITH
ESS TO ENSURE
2% SLOPE REQUIRED OVER SYSTEM
2"OSCH 40 PVC 90• ELBOW
IUR 1.5 CU. FT. MIN. -----------------------
3000 PSI CONC. r O 1 "0SCH40
THRUST BLOCK
AROUND CONNECTION `ORISER L-- ------0____________.
VARIES
2". T E
\ 2`OSCH 40 PVC MANIFOLD
2'OSCH40 PRESSURE LINE FROM PUMP PIT
PITCH
.005 FT/FT MIN.
PRESSURE DOSE SPECIFICATIONS:
PERFORATION SIM 3/16" DIAM.
PERFORATION SPACING: 5' O.0
LATERAL DIAM: 1.0"
MANIFOLD DIAM: 2"
PERFORATIONS ON ADJACENT
LATERALS TO BE STAGGERED
A DRILL PR S
UNIFORMITY. REMOVE BURRS
SET ON LOTS
2 & 3 (ON
3, IN
PRIOR TO PLACING PIPE.
ORIFICE
SHIELD
DETAIL
N EW MOON
TIDAL CYCLE
NOT TO SCALE
DURING WET TIME OF
YEAR
I
i
1
15"
-
2.1
Bw
MANIFOLD J
61"
LMS
1.2'
2,3
�
2.7'
102"
C
-2.2'
IP
FS
56"
obs. water
1.0'
4
1 L1A
�
98"
-2.5
21.5'
Z
ALL LATERALS -
PROVIDE SWEEP
PRESSURE DOSE FIELD DIMENSIONS
ELBOWS WE'S TO
(NOT TO SCALE)
Alt
FTl
l.e
k
2.1
k
k
AV
k
41
00-229 2 &3
9 4' FEMALE ADAPTOR & THREADED PLUG
1"O THREADED END CONNECTION
DRILL LAST HOLE IN EACH SCH 40 PVC
LATERAL ON TOP TO VENT
AIR WHILE LATERAL FILLS - --- --- $
----------------,------------------------------------------- - - l
3/16" ORIFICE ALTERNATE TOP & BOTTOM INVERT LEVEL AT 7.9'
60" O.C. WITH SHIELDS "'KBOTTOM LEACHING. LEVEL AT EL, 7.4'
5'
*
USE GROUNDWATER EL. 2.4'
*MONITORING WELLS
SET ON LOTS
2 & 3 (ON
3, IN
i,REA OF PROPOSED
LEACHING
AREA); AND HIGHEST
READING USED OVER
N EW MOON
TIDAL CYCLE
AND
DURING WET TIME OF
YEAR
I
i
1
15"
/
2" SCH 40 PVC rp fp 1
Bw
MANIFOLD J
61"
LMS
1.2'
2,3
�
2.7'
102"
C
-2.2'
IP
FS
56"
obs. water
1.0'
10YR 5/4
1 L1A
�
98"
-2.5
21.5'
Z
ALL LATERALS -
PROVIDE SWEEP
PRESSURE DOSE FIELD DIMENSIONS
ELBOWS WE'S TO
(NOT TO SCALE)
Alt
FTl
l.e
C
�
Z
y
2.0
00-229 2 &3
9 4' FEMALE ADAPTOR & THREADED PLUG
1"O THREADED END CONNECTION
DRILL LAST HOLE IN EACH SCH 40 PVC
LATERAL ON TOP TO VENT
AIR WHILE LATERAL FILLS - --- --- $
----------------,------------------------------------------- - - l
3/16" ORIFICE ALTERNATE TOP & BOTTOM INVERT LEVEL AT 7.9'
60" O.C. WITH SHIELDS "'KBOTTOM LEACHING. LEVEL AT EL, 7.4'
5'
*
USE GROUNDWATER EL. 2.4'
*MONITORING WELLS
SET ON LOTS
2 & 3 (ON
3, IN
i,REA OF PROPOSED
LEACHING
AREA); AND HIGHEST
READING USED OVER
N EW MOON
TIDAL CYCLE
AND
DURING WET TIME OF
YEAR
I
i
+ 6,6
916,5 BENCHMARK - CTR. Or CATCH
I BASIN ELEV. = 6.11 (NGVO)
SMALL
AREA
PROP. RE -LOCATED 6'3 DRAINS
\ WORK LIMIT LINE PROP. RE-GRADI
_)v3F4.8 LOT
h . aJ P i } 6.3
' A, vl
f 7 �� O
417'x °P ti
cn I e
b n
4 4'1 Ir"4 -' w EXIST. DWELL. I
+ 51 m .N TOP FNDN 10.4' 1
+ 5.5 1 ' k_3
LOT 2 S + 4.6/RFN s�5 a 10
14966+/- SQ. FT. �FQFD 1 0 (D 6.5 L�
(UPLAND)
5
4.0 v y� `STAIRS
W\
I 9 0 1 9 N\ PROP. 1500 GAL. SEPTIC TANK
g � / + 5.7 rt 1 (SUPPLIED BY SEPTITECH)
LI _3 �K 1
3.5- - 71--2. 7 9 2.6 PROP. SEPTITECH PROCESSOR
6 k 1 50 I UNIT MODEL M40ON
4.M
393'f TH1 C) } &E
4- L
m
4.1
L m
k K 3,3 1
/ 1
+ _ PROP. INTERLOCKING BLOCK WALL, TOP
��1�27,p O ELEVATION 8.4', PROVIDE 40 MIL LINER
1 I AROUND PERIMETER OF SAS (AT 5' OFF),
J 3.6 LOT 3 THz H2 1 L TOP EL. AT 8.4', BOTTOM AT EL. 4,4'
`
9000+/- SO. FT. + 6.3 4' 1
3v_ k (UP AND
348 -
7
r
VARIANCES REQUESTED: -
k i YARMOUTH REG. 3.7: PRIMARY SAS TO BE 80' FROM EDGE OF
WETLAND (20' VARIANCE); RESERVE TO BE 53' FROM EDGE OF
WETLAND (47' VARIANCE). NOTE: IF PRIMARY SHOULD FAIL, IT IS
LOT 4 TO BE REPLACED IN ITS ENTIRETY, WITHIN SAME AREA
15.211: REDUCTION IN SETBACK, PRIMARY AND RESERVE SAS
TO PROPERTY LINE (10' TO 4')
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
PERC. RATE _ < 5 MIN/INCH
CLASS SOILS P#
LOT 3
Q ELEV. Q
5.T 0° 6.3'
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GP
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (-z-) = 660
USE A 1590 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: AREA = 483 SF (.74) = 357 GP
TOTAL: 483 S. F. 357 GPD
USE PRESSURE DOSED LEACH FIELD IN
CONFIGURATION SHOWN (SEE DETAIL) _
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
a -L100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
O
7"
Bw
/ I
A/E
/ 1
LS
32"
7.5YR 5/2
1
15"
/
2" SCH 40 PVC rp fp 1
Bw
MANIFOLD J
61"
LMS
1.2'
36"
7.5YR 4/4
2.7'
102"
C
-2.2'
IP
FS
56"
obs. water
1.0'
10YR 5/4
1 L1A
�
98"
-2.5
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GP
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (-z-) = 660
USE A 1590 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: AREA = 483 SF (.74) = 357 GP
TOTAL: 483 S. F. 357 GPD
USE PRESSURE DOSED LEACH FIELD IN
CONFIGURATION SHOWN (SEE DETAIL) _
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
a -L100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE. -
2. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
3. ENGINEER SHALL STAKE PROPOSED WALL -
4. ENGINEER SHALL INSPECT AND CERTIFY WALL AND SEPTIC COMPONENTS
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL AND SEPTIC SYSTEM HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
APPROVED DATE
51
11"
FROM SEPTITECH
UNIT
Bw
/ I
LMS
/ 1
1
h / 1
32"
1
/
2" SCH 40 PVC rp fp 1
FS
MANIFOLD J
61"
obs water
1.2'
2.5Y 6/4
w
j
102"
IP 1
1
tlY
-2.2'
IP
1" SCH. 40
LATERALS(TYP)
�P
8T 1
CP
1 L1A
�
- TYP PRESSURE
TEST/C.O. TO
21.5'
FIN. GRADE FOR
ALL LATERALS -
PROVIDE SWEEP
PRESSURE DOSE FIELD DIMENSIONS
ELBOWS WE'S TO
(NOT TO SCALE)
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE. -
2. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
3. ENGINEER SHALL STAKE PROPOSED WALL -
4. ENGINEER SHALL INSPECT AND CERTIFY WALL AND SEPTIC COMPONENTS
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL AND SEPTIC SYSTEM HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
APPROVED DATE
51
11"
A/E
LFS
1OYR 5/2
Bw
LMS
7.5YR 4/4
32"
3.63'
C
FS
61"
obs water
1.2'
2.5Y 6/4
102"
-2.2'
BASS RIDER PARKWAY
I
I
MIER ST.
CRESSCCEENT CT.
LOCHS /
N
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 264,
ZONING DISTRICT: 265
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 6%
NOTE: LOTS 2 AND 3 ARE TO BE
COMBINED UNDER AN "APPROVAL
NOT REQUIRED PLAN" PROCESS
NOTES:
1. DATUM IS NGVD
D 2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
D USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. ELECTRICAL PERMIT REQUIRED.
11. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
12. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED
PRIOR TO ISSUANCE OF PERMIT.
13. PROVIDE STANDARD TESTING QUARTERLY FOR FIRST YEAR
WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT.
THE FOLLOWING PARAMETERS SHALL BE MONITORED: PH, BOD,
TSS, TKN, NITRATES AND NITRITES EVERY TIME THE SYSTEM IS
MONITORED. THE WATER METER READING SHALL ALSO BE
RECORDED..
14: INITIAL 2 YEAR CONTRACT REQUIRED WITH SEPTITECH FOR
MAINTENANCE AND TESTING. YEAR TO YEAR CONTRACT REQUIRED
THEREAFTER. CONTRACT TERMS TO BE APPROVED BY HEALTH DEPT.
15. INSTALLATION TO BE IN ACCORDANCE WITH SEPTITECH
SPECIFICATIONS AND CERTIFICATION BY SEPTITECH REQUIRED.
SHEET 1 OF 2
TITLE S SITE PLAN
OF LOTS 2 & 3 SOUTH STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: ARTHUR FORZIATI
30 0 30 60 90
" / -
-'TE- TE: NOVEMBER 25, 2002
Ib 64 REV. 12/30/02 (FAST)
REV. 6/10/03 (SEPTITECH)
REV. 6/24/03 (NOTES)
REV. 6/30/03 (NOTES)
REV. 12/12/03 (SEPTI. NOTES)
•F -r Nm REV. 4/2/04 (WLL)
�O�^(� y REV. 4/6/04 (D &GRADING)
tr17
I��I`F//J�t-IREV 10/25/04 (D LVE)
� sD 27
P.L.S. DATE
da =10,5
, MA
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
1 0 SCH-40 PVC LATERAL
ORENCO SYSTEMS INC
-HOLE -LOGS
SYSTEM PREFILE
USE A3,30 GPD DESIGN FLOW
ENGINEER: RICK JUDD, RS
PH. 1-800-348-,9843
LEACHING:
FIRST FLOOR EL. 11.0'
WITNESS: AMY
*MONITORING WELLS SET ON LOTS 2 & 3 (ON 3, IN AREA OF PROPOSED LEACHING AREA), AND HIGHEST
-
OR EQUAL.
DATE: 12/14/00
PRESSURE DOSE SPECIFICATIONS:
S.F. 357 GPD
READING USED OVER N EW MOON TIDAL CYCLE AND DURING WET TIME OF YEAR
ACCESS COVER
TO WITHIN 6" OF FIN. GRADE
(NOT TO SCALE)
CLASS I
SOILS P#
PERFORATION SIZE: 3/16"
DIAM.
LOT 3
2% SLOPE. REQUIRED OVER SYSTEM
ET:1
PERFORATION SPACING:
5' O.C.
3/18'0 HOLE AT S' D.C.
7 MINIMUM
.75' OF COVER OVER PRECAST-
-
6.3`
9 4
LATERAL DIATA'-1.0" -
0
FEMALE ADAPTOR & THREADED PLUG
_
6„
& BOTTOM OF PIPE.
A/E
MANIFOLD DIAM: 2'
1"O THREADED END CONNECTION
III
EXACT DIAMETER HOLES `�
DRAINAGE SLOTS
7.5YR 5/2
PERFORATIONS -ON ADJACENT"
1OYR 5/2
LATERALS TO BE STAGGERED
DRILL LAST:HOLE=1N EACH
SCH 40 PVC=
11..
Bw
J2
BW
ON
TOP TO VENT___._.__
CRAW -SP
FNDN.
VNIFORMf1Y. REMO< BURPS
PRIOR TO PLACING PIPE. ORIFICE
6. 0'±
PROPOS£0 1500
T
U
2"OSCH 40 PVC 90' ELBOW
__ __________-_._________._________.__________________
-"- - - ------ ___
_
____LATERAL
AIR WHILE
LATERAL FILLS -
-- $=-
1
3.63'
C
GALLON SEPTIC
_
4.75' Q
POUR 1.5 CU. FT. MIN.
FS
FS
O
O
obs. water
1.0' 61"
BASE OF
1,2'
5.O'
10YR 5/4
TANK (H- 10 }
(WATERPROOF
2.5Y 6/4
O
- GAS h.
3000 PSI CONC.
THRUST BLOCK .i-
- O ��••,,qq 1"OSCH40 LATERAL
_-0---------------------_._
-2.5 102"
-
�----'�
,�p
�_�...i
- FOOTING AT EL.
4,4' MINIMUM
SUPPLIED BY SEPTITECH
BAFFLE O
Q
AROVND CONNECTION VARIES
(TYp) VARIES
_--
•.
,'
-------"--------- -----`-----------
3/16'_ ORIFICE ALTERNATE TOP & BOTTOM
_
'---------
•---'D-__:0_._._
INVERT LEVEL AT 7.9'
MIN
,.T.
a.'T E
60" O.C. WITH SHIELDS
BOTTOM
LEACHING LEVEL
AT EL. 7.4'
(-Z--% SLOPE)
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]1
NOTE: FOUNDATION DESIGN DEPTH OF
FLOW 4'
1
4"OSCH 40 PVC MANIFOLD
1 %SLOPE)
(-
5'
BY OTHERS
(_% SLOPE)
^
\
TEE SIZES:2'OSCH40
10"
PRESSURE LINE FROM PUMP PIT
INLET DEPTH =
PITCH
OUTLET
DEPTH = 14
.005 FT/FT MIN."
USE .GROUNDWATER EL
2.4'
ORIFICE SHIELD OS150CW
1 0 SCH-40 PVC LATERAL
ORENCO SYSTEMS INC
-HOLE -LOGS
3 BEDROOMS ( 110 GPD) = 330 GPD
USE A3,30 GPD DESIGN FLOW
ENGINEER: RICK JUDD, RS
PH. 1-800-348-,9843
LEACHING:
WITNESS: AMY
*MONITORING WELLS SET ON LOTS 2 & 3 (ON 3, IN AREA OF PROPOSED LEACHING AREA), AND HIGHEST
SIDES:
OR EQUAL.
DATE: 12/14/00
PRESSURE DOSE SPECIFICATIONS:
S.F. 357 GPD
READING USED OVER N EW MOON TIDAL CYCLE AND DURING WET TIME OF YEAR
PERC-. RATE _
< 5 MIN/INCH
-
CLASS I
SOILS P#
PERFORATION SIZE: 3/16"
DIAM.
LOT 3
ET:1
PERFORATION SPACING:
5' O.C.
3/18'0 HOLE AT S' D.C.
SNAP-ON
6.3`
LATERAL DIATA'-1.0" -
0
ALTERNATE BETWEEN Top
SHIELD
6„
& BOTTOM OF PIPE.
A/E
MANIFOLD DIAM: 2'
LS
EXACT DIAMETER HOLES `�
DRAINAGE SLOTS
7.5YR 5/2
PERFORATIONS -ON ADJACENT"
1OYR 5/2
LATERALS TO BE STAGGERED
SHOULD BE SHOP DRILLED WITH
11..
Bw
A DRILL PRESS TO ENSURE
BW
-
LMS
VNIFORMf1Y. REMO< BURPS
PRIOR TO PLACING PIPE. ORIFICE
36"
7.5YR 4/4
SHIELD
4/4
DETAIL
3.63'
C
NOT TO SCALE
_
00-229 2 &3
+ 6.6
®6.5 BENCHMARK-- CTR. OF CATCH
BASIN ELEV. = 6.11 (N.GVD) -
SMALL
/
AREA
PROP. RE -LOCATED ! 6.3 DRAINS
41 3 r a.8 LOT 1
WORK LIMIT LINE -PROP: RE -GRAD /
� 11
h - 4.7 - 3P . .. i. 6.3
41
4 - 1 '
� .7
41Tf 3'7
4 4.1
1+51 G EXIST. DWELL. ,
.4 �, -TOP FNDN 10.4' o
` -6Js v1
1 + ss y _
LOT 2 S + 4.64'£1 sus• o - o
1 14966+/- SO. FT. ��a4 O / 6.5,
4__ (UPLAND) STAIRS
ale 5 4.0._-
Ik
X39 0 11 q x - PROP. 1500 GAL- SEPTIC TANK.
i : $ - " ,- '5 + 5.7 4 1 (SUPPLIED BY-SEPTITECH) -
7i�3.i 3 9 2.6 1
k s 50, _ PROP.= SEPTITECH PROCESSOR
21 UNIT MODEL M40ON
M � -
� 393,1 41v I y11
THt { 6.8
L / l�
4.1
m
+6.7
/ aoz / 41I
K 3.3: ; - 1,
41 it 4'
2.3, / P N: PROP. INTERLOCKING BLOCK WALL. TOP
0 ELEVATION 8.4'. -PROVIDE -40 MIL LINER
' 1 AROUND PERIMETER OF SAS (AT 5' OFF),
m J •� 3.6 LOT 3 H2 t J TOP EL. AT 8.4'. BOTTOM AT EL 4.4'
1.8 9000+/- SQ. FT. + 6.3
Z k , (UP AND -
AL
348'f 1 /
I 4.2
VARIANCES REQUESTED:- -
2.0 41 YARMOUTH REG. 3.7: PRIMARY SAS TO BE 80' FROM EDGE OF
kWETLAND (20' .VARIANCE): RESERVE TO BE 53' FROM EDGE OF
WETLAND (47' VARIANCE). NOTE: IF PRIMARY SHOULD FAIL, IT IS
+� LOT 4 TO BE REPLACED IN ITS ENTIRETY, WITHIN SAME AREA
15.211: REDUCTION IN SETBACK, PRIMARY AND RESERVE SAS
k S
TO PROPERTY LINE (10' TO 4')
REOUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2, ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
3. ENGINEER SHALL STAKE PROPOSED WALL
4. ENGINEER SHALL INSPECT AND CERTIFY WALL AND SEPTIC COMPONENTS
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH. DEPARTMENT THAT
THE RETAINING WALL AND SEPTIC SYSTEM HAVE -
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
SEPTIC DESIGN:
TEST
-HOLE -LOGS
3 BEDROOMS ( 110 GPD) = 330 GPD
USE A3,30 GPD DESIGN FLOW
ENGINEER: RICK JUDD, RS
USE A 1500 GALLON SEPTIC TANK
LEACHING:
WITNESS: AMY
VON HONE, RS
SIDES:
BOTTOM:: AREA
DATE: 12/14/00
TOTAL: 483
S.F. 357 GPD
USE PRESSURE
PERC-. RATE _
< 5 MIN/INCH
SHOWN (SEE DETAIL)
CLASS I
SOILS P#
LOT 3
ET:1
ELEV.
C
5_7' p"
6.3`
0
0
7„
6„
A/E
A/E
LS
LFS
7.5YR 5/2
1OYR 5/2
t5,.
11..
Bw
BW
LMS
LMS
36"
7.5YR 4/4
2.7' 7.5YR
4/4
- - 32"-
3.63'
C
C
FS
FS
56"
obs. water
1.0' 61"
obs. water
1,2'
10YR 5/4
2.5Y 6/4
98"
-2.5 102"
-2.2'
SEPTIC DESIGN:
(GARBAGE DISPOSER IS NOT ALLOWED }
DESIGN FLOW:
3 BEDROOMS ( 110 GPD) = 330 GPD
USE A3,30 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (_Z_) = 660
USE A 1500 GALLON SEPTIC TANK
LEACHING:
N/A
SIDES:
BOTTOM:: AREA
= 483 SF (.74) = 357 GPD
TOTAL: 483
S.F. 357 GPD
USE PRESSURE
DOSED LEACH FIELD IN
CONFIGURATION
SHOWN (SEE DETAIL)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
-
10O_ EXISTING CONTOUR
FROM SEPTITECH
UNIT
it
� t
1
� 1
2" SCH 40 PVCdD 00
1
MANIFOLD J _
f 0
1 1
1 1" SCH. -40
�� LATERALS(TYP) .
dY 1
CP
t _ TYP PRESSURE
TEST/C.O. TO
21.5' FIN. GRADE FOR
ALL LATERALS -
PROVIDE SWEEP
PRESSURE DOSE FIELD DIMENSIONS ELBOWS TO
(NOT TO SCALE) GRADE
APPROVED DATE
40.
ER PARI(MAY
I
T
LOCU
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 764, -
ZONING DISTRICT: 265
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 198/111
FLOOD ZONE: A11 EL 11
LOT COVERAGE: 6%
NOTE: LOTS 2 AND 3 ARE TO BE
COMBINED UNDER AN "APPROVAL
NOT REQUIRED PLAN" PROCESS
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT. -
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK -ONLY _ AND NOT- TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" -PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED-MTHOJT.
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. ELECTRICAL PERMIT REQUIRED.
11. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCFrES
12. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED
PRIOR TO ISSUANCE OF PERMIT.
13. PROVIDE STANDARD TESTING QUARTERLY FOR FIRST YFAR
WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT.
THE FOLLOWING PARAMETERS SHALL BE MONITORED: PH, -BOD,
TSS, TKN, NITRATES AND NITRITES EVERY TIME THE SYSTEM IS
MONITORED. THE WATER METER READING SHALL ALSO SE
RECORDED.
14. INITIAL 2 YEAR CONTRACT REQUIRED WITH SEPTITECH FOR
MAINTENANCE AND TESTING. YEAR TO YEAR CONTRACT REQUIRED
THEREAFTER. CONTRACT TERMS TO BE APPROVED BY HEALTH BSPT.
15. INSTALLATION TO BE IN ACCORDANCE WITH SEPTITECH
SPECIFICATIONS AND CERTIFICATION BY SEPTITECH REQUIRED.
1
SHEET 1 OF 2
TITLE 5 SITE -PLAN-
OF LOTS 2 & 3 SOUTH STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: ARTHUR FORZIATI
30 0 30 60 90
SCALE: 1" = 30' DATE: NOVEMBER 25, 2002
REV. 12/30/02 (FAST)
REV. 6/10/03 (SEPTITECH)
OF J�4SS9 `ZH OF /,fgss9c REV. 6/24/03 (NOTES)
RINE c�cN X02 ARNE H. yea REV. 6/30/03 (NOTES)
H.^ OJALA REV. 12/12/03 (SEPTI. NOTES)
o �
1' IA H CIV " REV. 4/2/04 (WLL)
26 PN 0 O REV. 4/6/04 (WLL & GRADING)
r O T G�
:URVE� T 1O
NE H. 0 .E., P.L.S. DATE
off 508=362-4541
fox 508 362-9890
I
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yar mouth, ma 02675
MA