HomeMy WebLinkAbout2010 - Engineered Plan; Review Checklist - Not InstalledSEWAGE ER'
965
Location: A.M.�� Lot sou
Cellula
Street: VWWW.i
Village: alk@
Owner:
,,Address:
Phone:
Builder:
Address:
Phone:
MLS. l
0 Each ERA' Office
gal Estate, LLC
A 02664
444, Fax: (508) 398-2141
I-7541
RE.com�=
tA:com ■ ■ E
agent E R A
pendently Owned and Operated
�la.�/ •
v�
` N/A NO
1. Required #-of copies received
2. Date of soils exam and percolation test not older than 2 years t
3.4-5 ft of naturally occurring pervious material, above water table L�
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.: Q---
6. Benchmark indicated and shown - NGVD if near wetlands L,
7. Septic tank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: �--
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11. Tank/leaching minimum 10 ft from propertv line Var.:
12. System meets all other setback requireme
13. Uses adjustment for maximum high grour
14. Leaching set 4-5 ft above ad'. water or bo
15. System not in to or subsoil (AB horizon �O
16. Proposed contours are suitable
17. System meets slope requirements - min. 1
18. System meets breakout requirements �^
19. Specified tee sizes are proper, gas baffle
20. Sewage is under 10,000 gpd for parcel `f
21. No garbage disposal
22. System adequately sized for its intended i
23. Minimum 6" stone or compacted below t
24. Manhole covers within 6" of grade, puml
25. Inspection port on plastic chambers/leach
26. Electrical permit for pump chamber/Sea O /
27. Pump system -2" lineweep hole,check vi
28. Septic tank/pump chamber to be factory wa«. iwicu
29. Vent provided if leaching below 3 feet, under driveway/parking
30. Buo anc calculations for tank/pump chamber �1
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic, groundwater
34. Title V Application and permit fee, installer signature
35. Foundation footing min. 2 feet above adjusted ground water for new house
36. Deed Restriction required max. # bedrooms: ' Imax. flow:
37. Check area lots forgroundwater/Label groundwater in As essor's Ma
Plan reviewed by: 6/03/03
PRECAST H-10
RISERS (TYP.)
2'0
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
ACCESS COVER TO GRADE
8.2' MINIMUM .75' OF COVER OVER PRECAS
rff
PROP. TEE r
10" 2000 GAL H-10
6.0' TEE SEPTIC TANK/PC
COMBINATION
(SEE DETAIL)
r: 4' LIQ. LEVEL (ACME OR I
(2 % SLOPE)
FOUNDATION 20' ST/PC
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
:j 5.75'
SYSTEM PROFILE
(NOT TO SCALE)
CULTEC #410 GEOSYNTHETIC
FILTER FABRIC COVER
4"OSCH40 PVC OVER UNITS
PIPES LEVEL 1ST 2'
1 8.45' 1
./ 0 oO
�000000
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
( 1 % SLOPE)
8' D' BOX
BUOYANCY CALLS: ACCESS FOR ROUTINE MAINTENANCE
2000 GAL. H-10 SHOREY TANK: 14,160 LBS MUST BE PROVIDED FOR ZABEL FILTER.
2.1 x 12 x 6.5 x 62.4 = 10,221 LBS UP INSTALLER MUST FOLLOW ALL
(OK) MANUFACTURER'S SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
LEGEND-
EGEND99-
--99-
EXISTING CONTOUR
X 99-1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
2=
SLOPE OF GROUND
ARNE H. OJALA, PE, SE
UTILITY POLE
Y
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE
27. SLOPE REQUIRED OVEYSTEM 9.5'
8.7'
8.25'
0.25'
SPLASH PAD
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 8'
(NO STONE PROPOSED)
(-!-% SLOPE) 5.0'
5' LEACHING
FACILITY
USE ADJ. G -W AT EL. 3.0'
(USE 1/2 ADJUSTMENT DUE
TO AREA BEING TIDALLY
INFLUENCED, BASED ON
PAST HISTORY)
PROVIDE MIN. 20" ACCESS
COVER TO FINISH GRADES
NOTE '272+ GAL. RESERVE
PROVIDED IN PC
NOTES
1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-19
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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.
2a
R00�
Cb
a
I
r
S0��r S
Lewis toes
Pond
10. CONTRACTOR SHLL BE RPONSIBLE
CALLING D GSAFE (1 -888-344ES72 3) AND OR LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 19 PARCEL 36
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE Al2 EL 10
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
13. ELECTRICAL PERMIT REQUIRED VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405:
1b: REDUCTION IN SETBACK TO FOUNDATION (CRAWLSP.), 20' TO 15'
i
ALARM AND CONTROL PANEL
����, ������y , y� PROVIDE QUICK DISCONNECT IN
TO BE INSTALLED INSIDE �'' ' ' '�%�%� �- r %� "
BUILDING. ALARM TO BE ON I ��� I >"'01" PUMP CHAMBER SYSTEM DESIGN.
SEPARATE CIRCUIT FROM PUMP INV. IN 39.35
2" PRESSURE LINE
ZABEL FILTERGARBAGE DISPOSER IS NOT ALLOWED
FLOAT SWITCH ALARM ON (Al 00) 14" TEE SLOPE TO DRAIN BACK
OUTLET TEE W/EXTENSION WEEP HOLE DESIGN FLOW: 2 BEDROOM ® 110 GPD =220 GPD
SETTINGS: 1500 GAL. MIN. -
PUMP ON THIS SIDE CHECK VLVE USE A 220 GPD DESIGN FLOW**
6" WORKING RANGE 6" OF BAFFLELOAM AND SEED
MYERS SRM 4 FINAL GRADE EL. 9.5' M//V.
6" 8.4' SUBMERSIBLE 4/10 HP PUMP EL. 8.7' SEPTIC TANK: 220 GPD (2) = 440
PUMP OFF 8" SYSTEM, (OR EQUAL) I ¢ 77-
(ON
M0VFN__cEOTEXT1LE FABRIC /� USE -A_2000 _GAL:_H-1O SEPTIC TANK/PUMP CHAMBER
000 0 00000 00 6LvCK) (MIRAFI� USED AS T/EBACK� . _ :• •:. EL. 7.81
4 DOSES PER DAY, AT 55 GAL. PER 000000 0000 00 0000 COMBINATION (1500 GAL. MIN. FIRST CHAMBER)
DOSE (6" WORKING RANGE) 12' PT 1 x 6 BULLNOSE DECK/NG
6" BAFFLE WITH M/RAF/ ATTACHED SY 3" SCREws LEACHING:
AT 16" CENTERS ST EKED Es CULTEC C4 UNIT: 6 7 SF/LF x 8' _
TEST HOLE LOGS
2000 GAL. H-10 SEPTIC
TANK/PUMP CHAMBER COMBINATION BY SHOREY
Acc sPiK
40 MIL. EL. 4.71'
53.6 SF/UNIT
WATERPROOF WATERTIGHT
/
POL Y BARRIER
(NOT TO SCALE)
ARNE H. OJALA, PE, SE
SECTION VIEW
2 BEDROOM CALCULATIONS:
ENGINEER:
PROVIDE LANDSCAPE
6" x 6' P.T. LANDSCAPE TIE KNEE WALL 12"± HIGH 6" DEEP
WITNESS: AMY VON HONE, RS
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
TIE BARRIER OR
NOT To SCALE
220 GPD/0.74 = 298 SF/53.6 = 5.6 UNITS (USE
DATE: MARCH 3, 2010
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED SAND TO MEET
FENCING TO KEEP
CRAWLSP. VEHICLE TRAFFIC OFF
SEPTIC SYSTEM
(6) CULTEC C4 UNITS IN BED CONFIGURATION)
PERC. RATE _ < 2 MIN/INCH SPECIFICATIONS OF 310 CMR 15.255(3)
CLASS I SOILS PROP. LANDSCAPE TIE RET.
WALL.. TOP AT EL 8.7'
i�
ELEV.
n" 1 8.0' 11'
FILL
10"
MS
14" 2.5Y 4/1
B
LS
26" 1OYR 5/6 5.8'
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT
CONTRACTOR WITH HOMEOWNER
CONSULTATION)
C
PERC
MS
66" OBS WATER 2.5'
96" 2.5Y 6/4 0.0'
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
10-023 ADJUSTMENT: 0.9'
24'
6 CULTEC C4 UNITS
IN FIELD CONFIGURATION
SAS DETAIL
11
8.05
v �
'uX1h1� 14" OAK
TWIN 16" OAK
C.O.
420
EXIST.
DWELL
TOP FNDN.
CRAWLSP.
= 8.9'
9.00
142.65'
GRASS DRIVE
/ PARKING
X
8.36
03
x 7.55
8.22
.29
LO 90 I
x7.49 7111 Ft �L
x Ia24
8.16
16" OAK
00 g o
27 OVeRyfgD VTI T \ ®3.241 Q
W W \ ASO GSOJ
x868
141.78' x 8. 4
W x .24 3 t,,
x8.51
8 3 �
X .9
BENCHMARK: USE
TOP FNDN. HERE AT
ELEV. 8.9' 8.07
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
8.26
Permit valid for 11EPAIR OF SEPTIC SYSTEM
ONLV, due to State and LocAl septic variances.
I'oard of Ilea,lth review and approval is required for
any future additions/renovations/aiteraiiot')s to
sewage facilities rnd/or struchtres/dwelling, :
ya?'n10LIti8 llet?Ith Department,
API V E D
Date
JUN 2.4 2010
HEALTH DEPT.
DATE
DANIEL A. OJALA, P.E., P.L.S.
6 UNITS (53.6) = 321.6 SF = 238 GPD (OK)
**DEED RESTRICTION REQUIRED
APPROVED
DATE BOARD OF HEALTH MA I
TITLE 5 SITE PLAN
OF
171 SEAVIEW AVENUE
SOUTH YARMOUTH
PREPARED FOR
RONALD BENASKI
MAY 11, 2010
REV. JUNE 24, 2010 (NOTES)
I
off 508-362-4541 fax 508-362-9880
downcape.com
00W4 cope engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-023.DWG(SBO)