HomeMy WebLinkAboutEngineered Plan - 2019T.O.F. EL.= 19.4'+ FINISH GRADE OVER D -BOX = 18.6'+ -
PROVIDE EXTENSION RISER FINISH GRADE OVER CHAMBERS = 18.1'- 18,6' GENERAL I �i �'E�
WITH COVER OVER INLET & REMOVABLE WATER -TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED
FINISH GRADE OVER TANK EL.= STONE TO CROWN OF PIPE
FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. RISER TO WITHIN 6" OF FINISHED GRADE 4 SCHEDULE 40 PVC 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
INSPECTION PORT WITH ACCESS BOX j ON
f
FOUNDATION = 19.0'± 18.1'+ �. i
- 5" DIA. OUTLET(S) MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE #21) 2" OF 1/8" TO 1/2" DOUBLE WASHED I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
24" MIN. ACCESS STONE OR GEOTEXTILE FILTER FABRIC
COVER (3 TYPCODE AND ANY APPLICABLE LOCAL RULES..) 9" MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH EALTH AND THE
PROP. SCH. 40 36" MAX.
9" MIN. TOP OF SAS = 16.33' PLACE RISERS ON ALL DESIGN ENGINEER.
PVC SEWER PIROP. SCH. 40 36" MAX. , 9�� MIN. CHAMBERS WITH
P; SEWER 15.50 36 MAX. INLET PIPES TO 6" OF j 3• .4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
BREAKOUT EL 16.00. SYSTEM N
2 DROP MIN. ' FINISHED GRADE SS OTHERWISE NOTED.
MIN. SLOPE ,% 6�� 3.. 3" DROP MAX. 3.. g.. , ,+
--
MIN. SLOPE @ 1 % _ _ ------ - -L _� � _ __ - --' _ _ - _ _ - - - - - _ _ _ __ _ ---- _ _ _ � _ - _-
13" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
6' 14" , 4" PVC IN FROM �-JOINTS (TYP.) 000 o o ELEVATION = 16.00' FORA DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
16.00 SEPTIC TANK . 4" PVC OUT TO = = = O o o � ��� O o 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
16.25' INLET TEE LEACHING FACILITY 00 00
0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
000 0 0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
48" OUTLET TEE 15.80' M N. 6 15.63' 1� 00 00
6. THIS SYSTEM IS NOT
C� C� 0 o o Co � � � � � o DESIGNED FOR A GARBAGE DISPOSAL.
0
TEES TL BE CENTERED GAS BAFFLE 66"\CRUSHED STONE 00 000 0� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
28.7' OFFSET TO FND DIRECTLY UNDER RISERS OVER MECHANICALLY 0 0 0 D 00 0 0 0 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
COMPACTED BASE - NOT TO BE BACKFILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 2.0 6.0' (TYP) I 2.0' 3.0' AND DESIGN ENGINEER.
3.0' 3.0'
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 40 0' TYP 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 20.00'
COMPACTED BASE C Q �` C
c ( )
0
BASE. FIRST TWO FEET OF OUTLET ESTABLISHED ON A NAIL SET IN 15" TREE AS SHOWN ON PLAN.
GROUND WATER ELEV.= 9.43' mottlltl
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 14.50'. g•p' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
*CONTRACTOR TO VERIFY EXISTING LENGTH 10'"6" WIDTH 5�"8" DEPTH 5�-8�� (Dimensions per CROSS SECTION VIEW 6 - LC -6 CHAMBERS 5' MIN. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
ACME/Shore _ _ CHAMBER END VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
ELEVATION PRIOR TO ANY WORK & SEPTIC TANK I�� P RO � L� y)
TYPICAL CHAMBER PROFILE
DISTRIBUTIONS O DET AIL
TO THE DESIGN ENGINEER.
CHAS DETAILS
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE � ' 10.
NOT TO SCALE NOT TO SCALE ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
;l TEST PIT DATA . REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM�'/' +' ''rJ ° �.� x w • • ti Il INSPECTOR: Am vonHone RS APPROPRIATE AUTHORITY.
y w y
i 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
Iy �/f • •lj;. _ S' y t w /. EVALUATOR: Michael Pimentel, EIT, CSE
' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT DRIVES OR
C.S.E. APPROVAL DATE: Oct. 27, 1999
/ +l r; �- -- TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
v DATE: May 9, 2019 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT
MAP 58 ✓� - I ZONE I I
LOT 367 i I DUST AND FINES.
W TEST PIT #: 1 14 WHERE REQUIRED, �-' ED, CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE
ELEV TOP = 18,60'
j / \oma yo 1 L MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV WATER = 9:43' (mottling) REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
0 / \ ! _ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
r-� PERC RATE < 2 min./inch
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
/ �� 5�4�26, ti y ; ` DEPTH OF PERC = 1211-3011 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
% 16. PROPOSED PROJECT IS LOCATED WITHIN:
/ / 3511 I 1 '' TEXTURAL CLASS: 1
O,
X11 S1g 19' EXIS I INC CESSrOOL TO 13E < n e C >>�� i `
/
1511 PUMPED, FILLED w/ CLEAN �( y. `' ASSESSOR'S MAP 58 LOT 368
-� - GAS -- GAS GAS GAS GAS -"-`- GAS p yS �� GA I. SAND & ABANDONED (TYP OF 2) , �• y 3 * -�' OWNER OF RECORD: DOROTHY MCMAHON
Q � ,ORBOI % I r -%E Q �+ '�� \\l 0" 18.60' ADDRESS: 14 SAVOY AVENUE
Q' G �.� I �/ ��� RA _w 'i A Loamy Sand
/ - �'� �\��� 15" ter! �] 6 !%� �' 6.1 10Yr 3/1 1 EAST LONGMEADOW, MA 010a.
28
y� i U is
ocus
8.10
12" 17.6 FEMA FLOOD ZONE X
Perc
Q I I / tt ,° ;.- COMMUNITY PANEL # 25001
/ / J a O r C0587J
c Q / o f) _ �. _. r 30 Loamy Sand 16.10'
10Yr 5/8 17. DEED REFERENCE: LAND COURT CERTIFICATE N0.642421
V / / a� 2/ 4' I 25 I o _ `90 t'F
O J TOF=19.41 0 % MAP 58 ' B
LOT 375 ',; 't o,_=V `' 32" 15.93' 18. PLAN REFERENCE: LAND COURT PLAN #33984-A 睡-B.
po co / �` 18 ARBO VITAE18x4'
✓ r
\ E18x4 i f 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
( �!1 j 20. PROPERTY LINE INF
t�- EXISTING ��,! 0 GAS RFA ' 0) co I ," /rt ` . i ; - INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
/
2 -BEDROOM i; L' s - I; `tt / r'!� 4 . y =` FOR SEPTIC SYSTEM UPGRADE. JC EN
! , ,, Medium Sad GINEERING WILL NOT ASSUME ANY LIABILITY
DWELLING �iiZ o _' �` Q <>.
rr//qil`�" ICV J cn I l bef3)/ i ! �-� i _" "" C 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE
/ . w 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
\� PROPOSED 1,500 k f` / 5. / ,\ ' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
INV.=16.9'± � 9\ GALLON SEPTIC -._:..:_. ..., :<... _,� � _ . ,: _ .s_ _.�...
�f.._::.t . REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
18 � TANK Mottlin 110"
y / % 110" - -g @ 9.43' 22• OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
LOCUS PLAN Standing�a 116"
- 8.93
126 8.10'
,�� . / � CONCRETE 287, 2) ��„ SCALE: 1" = 1000' ��
PATIO f O o,% 19x4' Benchmark
PORCH \ Nail in 15" Tree
/ ( FULL Elev. = 20.00'
BlT ( BASEMENT 3) U A C {-.;2. DATA
.
CRI�F�Ay /
Approx. M.S.L. TEST I DATA
DESIGN DATA LEGEND
INSPECTOR: Am vonHone RS Yzr r I
CPy naa>lath Ie�llt.a !?epartaaa �aat
o NUMBER OF BEDROOMS EXISTING 2 50x0' EXISTING SPOT GRADE
t
oo `� ,.� 4) ry oh ( ) EVALUATOR: Michael Pimentel. EIT, CSE
g o ti NUM - - -
BER OF BEDROOMS (DESIGN) 3 C.S.E. APPROVAL DATE: Oct. 27 1999 50 - -
-'1 O � �`� `�' .MAP 58 ) � EXISTING CONTOUR
SLAB k 8" LOT 74 DESIGN FLOW 110 GAUDAY/BEDROOM DATE: Ma 9, 2019 me Da e
1) gxg _r1 � PROPOSED CONTOUR
-.�.®
MAP 58 6 O 2� TOTAL DESIGN FLOW 330 GAUDAY TEST PIT #: 2
LOT 368 \ 2p,po TP / 50 PROPOSED SPOT GRADE
10,840± S.F. \ \�9 \ HC- 8x6': 0 / DESIGN FLOW x 200 % 660 GAUDAY ELEV TOP = 18.60'
1 SN !
19- ELEV WATER = 9.43' (mottling) GAS EXISTING UNDERGROUND GAS
Rugs o h USE PROPOSED 1,500 GALLON SEPTIC TANK
/ y� PERC RATE _
G/N/W EXISTING OVER HEAD WIRES
,,\� 10° PROPOSED
�r�`� L � �I // DISTRIBUTION BOX DEPTH OF PERC= W W EXISTING WATER LINE
INSTALL(6) LC -6 CHAMBERS W/ AGGREGATE
TEXTURAL CLASS: 1 1
TEST LOCATION
9 Ss11\ III / I �; �1 /\\ PIT
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (1' HIGH) (0.74 GPD/S.F.) GAUDAY O O O PROPOSED 1,500 GALLON SEPTIC TANK
ilr 1����\\�f,�� / �/ % .9 18x II 0" 18.60'
MAP 58/��/ ��\r�����\If1�+ %//� O- RHODODENDF ON ,. (40.0 + 9.0) (2) (1) ( 0.74 GPD/ S.F.) = 72.5 GAUDAY Loam Sand
//` '�'}�•�/r/, 9/y_�4i/ / PROPOSED SIX (6) LC -6 LEACHING A y PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
LOT 369�/- CHAMBERS WITH AGGREGATE 10Yr 3/1
6�� 18.10'
11'k //� Ih /_ 11111 // 5) / BOTTOM CAPACITY ® PROPOSED DISTRIBUTION BOX
A t� hllo%i (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY i
RBORV/ �[ ^�`� Q SHED 19x4 Loamy Sand O PROPOSED LC -6 LEACHING CHAMBER
TA (40.0' x 9•Q') (0.74 GPD/S-F.) = 266.4 GAUDAY B 10Yr 5/8
PROP
POSED INSPECTION PORT \ / TOTALS: 32" 1 15.93'
TOTAL NUMBER OF CHAMBERS 6 ! REV. DATE BY APP'D. DESCRIPTION
TOTAL LEACHING AREA 458.0 SQ.FT. I �+
TOTAL LEACHING CAPACITY 338.9 GAL./DAY PROPOSED SEPTIC SYSTEM .UPGRADE
MAP 58 Medium Sand tN OF A44S
LOT 373 C 2.5Y 6/6' o2��P\1 SgcyG� PREPARED FOR:
JOHN L. CAPEWIDE ENTERPRISES
CHURCHILL JR. in
ti 19x8
SWING -TIES NOTES: o NO.48066 �o
M t LOCATED AT
DESCRIPTION
HCA
HC -2
SEPTIC COVER IN (1)
37.6'
48.4'
SEPTIC COVER OUT (2)
44.6'
53.5'
CORNER OF STONE (3)
43.0'
43.4'
CORNER OF STONE (4)
51.6'
47.2'
CORNER OF STONE (5)
72.9'
23.3'
CORNER OF STONE (6)
67.1'
110" o f I� _a 110 _ 9.43' s o e
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 9 12 WILSON ROAD
EACH SEPTIC SYSTEM COMPONENT.
116 Standings 1,16"_ 8.93' WEST YARMOUTH, MA
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE126 iil
' 8.10'
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT SCALE: 1 INCH = 10 FT. DATE: MAY 21, 2019
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF OF o s �0 20
Ss� ao FEET
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ti
JOHN L.
CHILL JR
RESERVED FOR BOARD OF HEALTH USE CHUR. PREPARED BY:
�,
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE II. CIVILN JC ENGINEERING, INC.
No. 41807
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY 2854 CRANBERRY HIGHWAY
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS
SITE PLAN EAST WAREHAM, MA 02538
- � IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL
SCALE•
- 10 NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT: 3
508.273.0377
Drawn By: MCP Designed By: MCP Checked By: JLC JOB No. 4666