HomeMy WebLinkAboutEngineer Plans - 2021PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADEGENERAL i 7
FINISH GRADE OVER D -BOX = 51.11± FINISH GRADE OVER CHAMBERS = 50.3'- 52.2'
T.O.F. EL.= 51.1 SLOPE @ 2% MIN. OVER SYSTEM1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER 314" TO 1-1l2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
WITH COVER OVER INLET & FINISH GRADE OVER TANK EL.=STONE TO CROWN OF PIPE
RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS CODE AND ANY APPLICABLE LOCAL RULES.
OUTLET TO WITHIN 6" OF F.G
FINISHED GRADE -
f FI FOUNDATION= 50:1'± 50.2'± MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 118" TO 112" DOUBLE WASHED
f-5' DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2 DANY CHANGES TO ESIGN ENGINEER. PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
2C MIN. ACCESS 9" MIN. - 1 PIPED COVER (3 TYP.) 36" MAX TOP OF SAS - 48.20' PLACE RISERS ON ALL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
Y'M IN. 4.0 � CHAMBERS w I SYSTEM UNLESS OTHERWISE NOTED.
PROP. SCH. 40 .40
PROP. SCH 36 MAX. 47:20 SEE NOTE 23 BREAKOUT EL = 47.70 INLETS TO WITHIN 6
PVC SEWER P�C SEWER � 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
-L 2" DROP MIN. OF FINISHED GRADE
MIN- SLOPE@% 6" 3„ 3" DROP MAX. 3„ 9„ F
L-�7'f PROVIDE WATERTIGHT o o ELEVATION = MBR FOR I DISTANCE E 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
��JOOVI EWA C:)
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
ri; 13" 4" PVC IN FROM 0.0 oo 0 0 0SEPTIC TANK 4" PVC OUT TO 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
$.LEACHING FACILITY oo (-� o048.00' o�0a6. THIS SYSTEM IS NOT EStGNED FOR A GARBAGE DISPOSAL.
INLET TEE 12 G" o 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
49' 47.50' MIN. 47.33' 2 D �' 0 � � � 0 � � o 0 0 � � � � � o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION- SYSTEM IS
TEES TO BE CENTERED GAS BAFFLE 6" CRUSHED STONE o O 0 D D o 0 00 E=jo AND DESIGN ENGINEER. CP NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
DIRECTLY UNDER RISERS OVER MECHANICALLY o
4.1' OFFSET TO FND COMPACTED BASE/[!4.0' ' 4.9 4 0' 4.9 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM, SEE BENCHMARK ELEVATION AS
- 8.5' (lYP) 4.83'
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP) SHOWN ON PIAN.
25.0'
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE < 39.30, 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
COMPACTED BASETUB BASE. FIRST TWO FEET OF OUTLET 45.2®' GROUND WATER ELEV.= 12.83' THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
- CHAMBERS
5' MIN. o. ,,' LI :"...`t'i :i y , _ d
10'-6" 5'-$" DEPTH 5�_$" CROSS SECTION VIEW ' `�D OxLL( CI 1}+aJltzl{{ TO THE DESIGN ENGINEER.
„ ;,. LENGTH WIDTH (Dlmenswns r TYPICAL' CHAMBER PROFILE
IGGiv 3.rzra 3h (v = r,rh -ht a+-1, W^q {� g 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
ELEVATION PRIOR TO ANY WORK & - ... ACMEISho ) . `� �): ' A DET AIL
NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
_ _: __ __. ..____ -._-_. _ __: _.------
------
__--_ THIN SUCH DETERMINATION FROM
NOTIFY ENGINEER !FDIFFERENT. € EIZENT: NOT TO SCALE NOT TO SCALE __. _ ::: _ ___ _ �._. _ _ _ _ __ ___Tf-T EDIT -1- REGULATIONS. OWNERlAPPLICANT IS TO OB
. h. • . • ,Il,� Y APPROPRIATE AUTHORITY.
SWING -TIES ,,; , . J1 .i`3 .i" .5`1 l PERC NO. NIA
12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
NT SHAKER H
t �L1vC V4 Jtst 1_:Y: +u,.
- --- -- - - - - (40' WIDE PRIVATEV E ROAD
r � •,,,.,,,' � � " -"_°-'• n,. _ „_,� WAY)
L=54.75
./mss R=80.00 ...
DESCRIPTION
HCA
HC -2
TANK COVER IN (1)
43.2'
36.6'
TANK COVER OUT (2)
50.7'
29.6'
CORNER OF STONE (3)
61.2'
21.0'
CORNER OF STONE (4)
65.6'
31.9'
CORNER OF STONE (5)
88.9'
31.3'
CORNER OF STONE (6)
85.5'
20.0'
I t!,t. • a + - U '1 l y } INSPECTOR: Phil Ren Ud BOH UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
.: sem,_,:, s+, , ;.r ... (armo u i�+ TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
..._x,,+ t +, Ia EVALUATOR: Michael Pi entel EIT CSE
Jos., c 7 + ..-�. I
y • ;" " a � / �� - C.S:E. APPROVAL DATE: Oct. 27, 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
' i +\�; " DATE: June 3, 20 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
�• i + )'=;.". .� � � ��;•, TEST PIT 1
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
9 LOCUS' ++` r " - • . ELEV TOP = 30' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
:( •; ,,• • 4:' +rr + f" 'F ELEV WATER = < 9.30' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
< 2 inainch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE _
1 ti.7. ! �', •+i i,, s . �` .f ,% ,/ ,r!'// , j 16. PROPOSED PROJECT IS LOCATED WITHIN:
874° 40" / DEPTH OF PERC = ASSESSOR'S MAP 115 LOT 213
41.
' a . � ,- r TEXTURAL CLASS:
\ j ,; i:,, � + - s1� {. � � i• OWNER OF RECORD: BARREL REALTY TRUST
ADDRESS: 22 HEARTHSTONE DRIVE
ro • s� " `• ; `lit,, •r + • r✓ f • OR, CT 06074
°° MAP 115 r " . '•� ,4 °. ° 50.30'
SOUTH WINDSOR,
,e 0"
a - r a,+e •gyp i'-+ a •r ,cr a r Loamy Sane
LOT 213 Ql�� 4fP> C I •.�,�� • ,.:�. A10Yr411 FEMA FLOOD ZONE X
13;340±S.F. `2s r f rf.r Yx•{ yl�* * � t? > • s (+11 r 12"'49.30' COMMUNITY PANEL# 25001 C0578
i` a.. N -.. °,tr
0o r,. / ;,y . I .f� (k• ;, .�� ;, r B Loamy Sand 17. DEED REFERENCE: BOOK 15152, PAGE 1
Ao 5/8
,i9 •z+
`�. •t f' d ��" ��,t • , '�+ 18. PLAN REFERENCES: 1.) PLAN BOOK 187, PAGE 149 2.) PLAN BOOK 323, PAGE 24
r •�, r, r 'f r / • z 36 -- 47.30' 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
r / t ' ` / ''• r ."•4' qO' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE: THIS PLAN IS TO BE USED ONLY
Benchmark "f ,r% ,'�!',,•'� r • t•
To of CB/DH yyg� ' �" FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
P / /` r / , {, ,f • • 3 ';E l FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
/( Elev. = 50.00'
'J�A rox. MSL ` ,;;z,,
I ` \` � f ;� ,_ • � �, ' , n berry 21. A *'PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
PP y ' • _; '` a + • • O$ DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
Med. to Coarse nd REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
1 �� ✓ �;.. C
1 ,.`1?7ts, s • r, r t W fi T # 2.5Y 6t6 22 OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
2 0 + REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
n
-? a to i APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7):
LO S p /\ * 23. IN ACCORDANCE WITH 310 CMR 15401 -15.405, THE FOLLOWING LOCAL UPGRADE "
EXISTING io PLAN V
0 2-BEDROQt Z 1 (1.) A 1.0' WAIVER (3A' - 4.0') FOR THE MAXIMUM COVER OVER THE H-20 SAS.
i
- 0 0
r. SCALE E. 1 i 0
DWELLING ! � /1 (' 132 39.30
+FHLi BASF& Ti
GARAGE \ O No Mottling, Standing or Weeping Observed
r`tl ;SLAB} \\ C, /f jam\ W _.. 3Y
f e
1 // \ Q R O EXISTING SPOT GRADE
\HCA W , ., y... t NUMBER OF BEDROOMS (EXISTING) 2
- - - 50 - - - EXISTING CONTOUR
\ ( o 'P/ 7E D R, NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5)
V \ D r, A li' m 5p i PROPOSED CONTOUR
MAP 1 5 t \ AC HC 2 -�- x„5 ae ¢ DESIGN FLOW 110 GAUDAY/BEDROOM
LOT 214 n _...', , - --
k \ t -� W > PROPOSED SPOT GRADE
m Ir TOTAL DESIGN FLOW 330 GAUDAY 50
RA
PROPOSED \\ \ \ , \ \ ~ ` W m DESIGN FLOW x 200 = 660 GAUDAY - EXISTING GAS LINE r
CLEAN OUT - \ 0 \ v \ a PROPOSED H-20 \ -'�' R 11 �- 1,500 GALLON SEPTIC TANK - --- EXISTING OVER HEAD WIRES
\ a 50 _ iv \ 3
USE PROPOSED
o t DISTRIBUTION BOX
2 \\ \ y - -- - EXISTING WATER LINE
( \ i
3) �^ \ \ \ : IL TEST PIT LOCATION
/ \\ INSTALL 2 - 500 GAL. CHAMBERS W/ STONE
/ \ 6)
�. �.
TP 1 N /'' \ \ y �:3 � CA PROPOSED 1,500 GALLON SEPTIC TANK �
f SIDEWALL CAPACITY I
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
50x3' - \ ti 4
s ` \ (25.0' + 12.83') (2 } (2') (0.74 GPD/ S.F,) =112.0 GAUDAY
- - � 1 PROPOSED H-20 DISTRIBUTION BOX
S�
52- �`' _ ; PROPOSED 500 GALLON H-20 LEACHING CHAMBER
1 \ ` f fr ; 5° � � ---- - � BOTTOM CAPACITY E
®` 17.1' { PROPOSED TWO (2) (LENGTH) ) =
( 25.0 52x 5 e ~ W o� LEACHING CHAMBERS ( ) -
1 -- - - - - - 4
: _ _ - \ ) 25 0 x 12.83500 -GALLON H-20'}(0.74 GPD/S.F. GPD/S.F.) 237.4 GAUDAY GAUDAY
w/STONE
100.00' j �; N , i TOTALS: REV. DATE BY APP'D. DESCRIPTION
3T 50 / - --
� PROPOSED 1,500 "W � - � 53 - - � - --1 - ) L � TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYSTEM UPGRADE
GALLON SEPTIC TANK / -
1 � � \ TOTAL LEACHING AREA 472.2 SQ.FT. tH � Nnss PREPARED FOR:
/ TOTAL LEACHING CAPACITY 349.4 GAL./DAY ` Y?y�
54-,
✓ Pewit valid for REPAIR OF SEPTIC SYSTEM
B CHURN IL JR. �N ROBERT B. OUR CO:, INC:
j ONLY, dot to State and Local septic variances. N 48065
PROPOSED Board of Health review and approvill is required for LOCATED AT
PROPOSED 4" SCH. 40 PVC VENT, any future additionslrenovations/alterations to 1
EI ACT LOCATION PER OWNER INSPECTION'sewage facilities and/or structorWdwelliaa.
rs�,-;;_� 81 SHAKER HOUSE ROAD
NOTES:
PORT Yarmouth Health Department- �L YARMOUTH PORT, MA 02675
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM MAP 115 APPROVED JUS 2 g 21
LOT 186 SCALE. 1 INCH = 10 FT. DATE: JUNE 23, 2021
COMPONENT. NEALH DEPT. 0 5 10 20 40 FEET
!>s G 2
tN � �s
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING �T
FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO _ 11Ie1Ite - _ _ ! �e-- -- - "- JOHN N PREPARED BY:
ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. .JC ENGINEERING, INC.
CHURCH JR.,
' No�l Ism ti 2$54 CRANBERRY HIGHWAY
3.) PROPERTY IS LOCATED WITHIN A MASS DEP APPROVED ZONE 11.
EAST WAREHAM, MA 02538
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. c PLAN
] q A, 50$,273,0377
INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SITE r L!"'11 V
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT: Drawn By. MCP Designed By MCP Checked By: JLC JOB No. 5739
_I SCALE: V= 10' _ _ _