HomeMy WebLinkAboutEngineered Plan - 2015TOP OF FOUNDATION= 16.9'± I ' 4" SCHEDULE 40 PVC MIN. SLOPE 1 %
GENERAL NOTES
PROVIDE EXTENSION RISER
FINISH GRADE OVER D -BOX = 14.7 '�' FINISHED GRADE OVER CHAMBERS = 15.3'- 14.7 ,j
SLOPE @ 2% MIN.
WITH COVER OVER INLET 8� FINISH GRADE OVER TANK EL.= REMOVABLE WATER -TIGHT COVER OVER INSPECTION PORT WITH ACCESS
FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. 1 • UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
f FI FOUNDATION - 15.7'+ 15,5'± RISER TO WITHIN 6" OF FINISHED GRADE BOX TO WITHIN 3" OF F.G. i '
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
�-5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
20" MIN. ACCESS ( 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
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PROP. 4" SCH. 40 COVER 3 TYP.) 9" MIN. 36"MAXI I DESIGN ENGINEER.
9 MIN. 9 MIN.
.
PVC SEWER PIPE PROP4" SCH. 40 36" MAX. 36" MAX. TOP OF SAS / B.O. = 13,15' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PE @ 1% 6" 3" 2DROP MIN. PVC SEWER PIPE
SYSTEM UNLESS OTHERWISE NOTED.
MIN. SLO�
3 DROP MAX. 3" 9" IN. SLOPE@1% L - 27'± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- PROVIDE WATERTIGHT ELEVATION = 13.15' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
A 13.90'* 13" 4" PVC IN FROM JOINTS TYP. o �8• 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
14 1,3.25' SEPTIC TANK 4" PVC OUT TO o (TYP.) "� 13 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
= f o'o't TEES TO BE CENTERED j • LEACHING FACILITY 0.591 jHHHHHWkWm[Effi Rol 1 7.13 (TYP) °
5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
13.50' DIRECTLY UNDER RISERS I � 12" 6"
1
48"
OUTLET TEE 12.94 MIN. 12,77' 12.66' 12.07' (laid flat) 2.875' (34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
GA BAFFLE 6" CRUSHED STONE 5.0'
(TMP•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
OVER MECHANICALLY (TMP•) 14.375' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
10.5' TO FOUNDATION COMPACTED BASE NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
25.0' �4'MIN.
. (REQ'D) AND DESIGN ENGINEER.
6" CRUSHED STONE I 5 OUTLET DISTRIBUTION BOX (TMP') NOTE #2D1) 8. ELEVATIONS ARE BASED ON APPROXIMATE M.S.L. DATUM. ELEVATION OF 16.00'
OVER MECHANICALLY I TO BE INSTALLED ON A LEVEL STABLE ' ESTABLISHED ON THE TOP OF A NAIL SET IN A MAPLE TREE AS SHOWN ON PLAN.
COMPACTED BASE (�, Q L` Q BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 8.07 CHAMBERS (END VIEW)
PIPES TO BE LAID LEVEL. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
TPROPOSED 1,500 GALLON CONCRETE SEPTIC TANK CHAMBERS (PROFILE) i THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CONTRACTOR TO REPLUMB EXISTING
LENGTH 10'-6" WIDTH 5'-8" DEPTH 5�-8�� (Dimensions per Wiggin CROSS SECTION VIEW (BY INFILTRATOR SYSTEMS, INC.) 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC �� ® L Precast Corp., Pocasset, MA)
THISELEV TION AT THE
DISTRIBUTION BOX DETAIL ARC 36 (#3613 D) CHAMBERS TO THE DESIGN ENGINEER.
THIS ELEVATION AT THE LOCATION
SHOWN ON PLAN BELOW. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE
j �
1:CONTRACTOR TO VERIFY EXISTING WATERTIGHT.
ELEVAION PRIOR TO ANY
ORK
Les
NOTIFY I ENGINEER IF, DIFFERENT. }& ! r I ? `" � 5� I�� ,DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
` PERC NO. /A REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
t Crr il�01'I'ji
y UC)a INSPECTOR: Amy Vonhone, RS APPROPRIATE AUTHORITY.
lti g
EVALUATOR: Michael Pimentel, DIT, CSE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
�Z = Oct. 1999 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
C.S.E. APPROVAL DATE.
1k t? I THEY SHALL WITHSTAND H-20 LOADING.
MAP 3,1 1 ,` Q DATE: July 9, 2015
�`, t 'M13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
!t
LOT 25; TEST PIT #: 1
_ �,' � ,�'
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
` i `.• ELEV TOP = 115.00'
REMOVE ALL UNSUITABLE°+ _ • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
MATERIAL DOWN TO "C" SOIL & t "' " F J ELEV WATER = 8.07' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
REPLACE w/ CLEAN COARSE LOCUS """"y' r% FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
SAND PER 310 CMR 15.255(3) _ PERC RATE _ < 2 min./inch
I MAP 32 0 s ?: _� 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
j O + • It DEPTH OF PERC = 36 - 54" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
LOT 17
0)`> TEXTURAL CLASS: 1 16• PROPOSED PROJECT IS LOCATED WITHIN:
MAP 32 ASSESSOR'S MAP 32 PARCEL 16
\ O� ROPOSED TOTAL 25 ARC 36 (#3613BD) a •� ! 1 - -
LOT 22 �I, '� PLASTIC CHAMBERS IN A FIELD \ • " C, '
PROPOSD `�� ��� �_ CONFIGURATION n •�a // OWNER OF RECORD: GARY M. BRENNAN
1•'1[1T1••f 11'lt ITI/11.1 1'1 r -� - / 1
+. ,. n 1500
Fill I
Loamy Sand
10Yr 3/1 j
`d.
Loamy Sand
10Yr 5/8 j
1
-`r Medium SaId
10Yr 5/6p
Fine Sand
2.5Y 7/2I
*ESHGW @ 83"
Weeping @ 120"
Coarse Sand
2.5Y 6/61
Standing @ 128"
_ --- 7-
14.50'
HCA
ADDRESS: 520 PHINNEY'S LANE
HC -3
TANK INLET COVER (1)
CENTERVILLE, MA 02632
14.00'
-
FEMA FLOOD ZONE X
40.8'
152'
COMMUNITY PANEL # 25001CO588J
CHAMBER CORNER (3)
17.
DEED REFERENCE: BOOK 19594, PAGE 114
12.00'
CHAMBER CORNER (4)
68.9'
40.4'
18.
PLAN REFERENCE: PLAN BOOK 91, PG. 41
10.50'
19.
ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
CHAMBER CORNER (6)
20.
- PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE -USED ONLY
10.00'
FOR SEPTIC SYSTEM UPGRADE. ' JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
8.07'
21.
IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
5.00'
APPROVAL IS REQUESTED FROM 310 CMR 15.212:
(1.) A 1.0' WAIVER (5.0' - 4.0') FROM THE MINIMUM SEPARATION BETWEEN THE ESHGW
AND THE BOTTOM OF THE PROPOSED LEACHING FACILITY.
4.33'
4 00'
010�q. ` j`O \4 (�c / �`BASED ON THE CAPE COD COMMISSION METHOD
o INDEX WELL: MIW-29
•'�- CP I ( O� co QQ DESIGN DATA WATER -LEVEL RANGE ZONE: B LEGEND
/ GARA E £ ` STOOP Q h WATER DEPTH READING (INDEX WELL): 8.25'
WATER DEPTH READING DATE: 6-29-15 50x0 EXISTING SPOT GRADE
7
6o� / O NUMBER OF BEDROOMS (EXISTING) 4 WATER -LEVEL ADJUSTEMENT: 2.60'
MAP 32 ��Op O QQ NUMBER OF BEDROOMS (DESIGN) 4 w - - 50 - - EXISTING CONTOUR
�`°���� �� d O �� SWING -TIES SCALE: 1"=20'
LOT 24
OZ OJ 110 50 PROPOSED CONTOUR
BIT. DRIVEWAY
O
XISTING CESSPOO _ TO BE £ \ b • ``� ��
PUMPED, FILLED WI .H CLEAN, O �O
COARSE SAND, AND g"� '• / �V
ABANDONED (TYP. ,( F 2) , / C �v
s
� � 1
MAP 32
DESCRIPTION
HCA
HC -2
HC -3
TANK INLET COVER (1)
33.1'
13.4'
-
TANK OUTLET COVER (2)
40.8'
152'
-
CHAMBER CORNER (3)
54.7'
28.9'
39.7'
CHAMBER CORNER (4)
68.9'
40.4'
47.8'
CHAMBER CORNER (5)
-
35.2'
33.7'
CHAMBER CORNER (6)
-,
21.0'
20.5'
DESIGN FLOW GAUDAY/BEDROOM
TOTAL DESIGN FLOW 440 GAUDAY
❑/H/W EXISTING OVERHEAD UTILITIES
DESIGN FLOW x 200 % = 880 GAUDAY
+'
`
-W-W EXISTING WATER LINE
USE PROPOSED 1,500 GALLON SEPTIC TANK
I
N_ TEST PIT LOCATION
(
!
O O O PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
LOT 16 , INSTALL 25 -ARC 36 (#3613BD) CHAMBERS
18,750 S.F.± o ❑ PROPOSED DISTRIBUTION BOX
'` I SYSTEM CAPACITY PROPOSED ARC 36 (#3613BD) CHAMBER
(4 I (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD
(125.0') (4.8 SF/LF) (0.74 GAUSQ.FT.) = 444.0 GAL. LEACHING / DAY
MAP 32 TOTALS:
LOT 15 I / £ TOTAL NUMBER OF CHAMBERS: 25 REV. DATE BY APP'D. DESCRIPTION
(3 5) TOTAL NUMBER OF COUPLINGS: 0
/ U.P. #45/3 TOTAL LEACHING AREA: 600.0 PROPOSED SEPTIC SYSTEM UPGRADE
(2 � TOTAL LEACHING CAPACITY: 444.0
�• /', (1 .\,HOF/4 �s0ac PREPARED FOR:
e y°s
6)w Jo CAPEWIDE ENTERPRISES
CHU
N 4$I
g-�
HC-
C -3 EFF ECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE APs �� LOCATED AT
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER�'� 23 WINLSOW GRAY ROAD
CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR SYSTEMS,`
INC., DATE OF REVISION: JUNE 12,2015; TRANSMITTAL NUMBER = WEST YARMOUTH, MA 02673
HC- #23 j
NOTES: lf EXISTING X264258. SCALE: 1 INCH = 20 FT. DATE: AUGUST 17, 2015
4 -BEDROOM 0 10 20 40 80 FEET
DWELLING �P'Sh OF MASs9Oti
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM i 1 0
RESERVED FOR BOARD OF HEALTH USE CHURC ILL J
COMPONENT. s JOH PREPARED BY:
i e JC ENGINEERING, INC.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING I i tij� A N .41 2854 CRANBERRY HIGHWAY
FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO� cr Ea
�F T
ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538� SITE PLAN� ' 508.273.0377
SWING TIE & SEPTIC -DIMENSIONS PLAN
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.„ _ SCALE: 1" = 20' JOB No. 3163
SCALE: 1 - 20 Drawn By: BSM Designed By: BSM Checked By: JLC
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