HomeMy WebLinkAboutEngineer PlanFINISH GRADE OVER D-BOX = 48.9't _ PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE L A L. , O , �,,,,
ES
T.O.F. EL.= 23,7 ± FINISH GRADE OVER CHAMBERS_ 22.0, 22.7, 3/4" TO 1-1/2" DOUBLE WASHED `
PROPOSED EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER STONE TO CROWN OF PIPE SLOPE @ 2% MIN. OVER SYSTEM I. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET & METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC ! CODE AND ANY APPLICABLE LOCAL RULES.
FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. , „ " "
j F.G. OVER TANK EL.=23.4 �' MIN SLOPE 1% 2 OF 1/8 TO 1/2 DOUBLE WASHED
@ FOUNDATION = 23.5 ± 5 DIA. OUTLET(S) _-� STONE OR GEOTEXTILE FILTER FABRIC � 2.. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
21"MIN. ACCESS „
- - - I DESIGN ENGINEER.
PROP. SCH. 40 9 MIN. - -_ --
i
_ - ER 1. - - _ _ _ _
PVC SEWER COVER (TYP.) 36 MAX. 1/� � TOP OF SAS =19.$3' PLACE H 20 RISER ON 3. 4 SCHEDULE 4d PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL.
'\ r-_ PROP. SCH. 40 9" MIN. � 9" MIN. ALL CHAMBERS w/ SYSTEM UNLESS OTHERWISE NOTED.
36 MAX. 19.00 36" MAX. f PIPED INLETS TO
PVC SEWER BREAKOUT EL = 19.50 WITHIN 6" OF F.G. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
-- - -- - 4 t o��„ 2i1 DROP MIN. _ ELEVATION=19.50' FOR A DISTANCE OF IVAROUND THE PERIMETER OF THE SAS. UNLESS A
MIN. sLOPE /e 6 3 __ _- 3" DROP MAX. 3 9 - L-42 t 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
_ _ _-- MrN. sLOPE Cad too PROVIDE WATERTIGHT o0 0
' 21 I' "- 13" 4" PVC IN FROM JOINTS (TYP.) aa� o� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
--. 1, 19.75' SEPTIC TANK 4" PVC OUT TO 0 0 0 O 0 0 0 0 O o
5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
LEACHING FACILITY ! oo 0 0 0 0 0 0 0 0 0 0 0
• .-., � � 3 _x,- f oo � 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
_.. _._ INLET TEE
+ vy 19.30 MIN. �2. 19.13 �� � 0 O � � � � �
48" OUTLET TEE ' ' 1' �1 o 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
20.00 00 00 � FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
CD
TEES TO BE CENTERED GAS BAFFLE 6" CRUSHED STONE o Q o o O oo NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
DIRECTLY UNDER RISERS OVER MECHANICALLY c AND DESIGN ENGINEER.
11.8' OFFSET TO FND COMPACTED BASE I 2.0' 8. ELEVATIONS BASED ON N.A.V.D. 1988 DATUM. SEE BENCHMARK LOCATION AND ELEVATION
2.0 6.0' (TYP) 4.0' 4.0' '
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 34.0' (.TYP.) SHOWN ON PLAN.
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE - 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= 14.00 moft III LCOMPACTED BASE 1$.00 11.0' 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.
� C i-iA�SJ� B � R E I� D VIEW EW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
_... LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" CROSS SECTION VIEW 5 - LC-6 CLAMBERS TO THE DESIGN ENGINEER.
>., -NC k � .T( � _R.7: r xg ._ .3e. . (Dimensions .-, TYPICAL CHAT BER PROFILE ,
. ,.�, / , - I ... ..� � , .� , � � .� x ...........� , , � �^: � a � � � r- � -�- ,. � �+ 5.0 MIN. REQ D 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT
l . : i t �. t I ACMES amY) j 1, I ! ( ) \II..ti �LL.) �I r„-► 4.0 PROP. (See Gen. Note#22j
I I ,.i\ I- a - I :I L I I. I \I„- {
..+.,'; ..... '. .,°".._ , 8 NOT TO SCALE 1
NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
TIEJ T LDS APPROPRIATE AUTHORITY.
I •'".' •: • `' `. -10 LOADING-_ --_--:. UNLESS LOCATED
; , �j _- =� PERC NO. NIA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H
« • • !i--` `` ` c ~~ INSPECTOR: Unwitnessed UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
Y
.' • * = �a,.f�"'Sr`�O �t r. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H 20 LOADING.
I t . �� rr EVALUATOR: Michael Pimentel, EIT, CSE
r_
. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES..
C.S.E. APPROVAL DATE: Oct. 27, 1999
2023 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE
.�;�, • �C! ; DATE. ,
MAP 107 0 , i . . /_+t .. - 3 June 8,
�� �. ��`�` �� • � TEST PIT # 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
LOT 12 _ m;Z01 V �; >^ REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
�: ' "'• s'' "" ''' ° jf `' t ELEV TOP = 22.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
f'.'x 9 �. ELEV WATER = 14.00' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
�. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
;c "' ,,. LOCUS PERC RATE _ < 2 min.�nch
�� �� ` . +��,► 16. PROPOSED PROJECT IS LOCATED WITHIN: _
�, ! , s �, ,' �" �• � ``' � DEPTH OF PERC = 6" - 24" ASSESSOR'S MAP 248 LOT 40
� PROPOSED pgnpncFp 4„ SCH. aq Pair i!1=NT• � ,'�� : • I . /t �i �--'-•,'� .,c , .. f�. ° t �.,�, ..-�. -`" i
rn0i'vacD h-20 \ �` r •� .. . { TEXTURAL CLASS: I OWNER OF RECORD: JOHN HOLBROOK
-- _- _- -- - - _ / \ EXACT LOCATION PER OWNER - _ / = 9 .- ,, � � ___ - - -- -- -. _ - --- - DISTRIBUTION BOX - - -- - -- - • >: ti ��ti. r _
_ 1 ADDRESS: - 252 UNION STREET
� YARMOUTH PORT, MA 02675
/ r `• be fig x
PROPOSED FIVE (5) }
O$ Perc
LC-6 LEACHING !', `f. • _;' /�
! Benchmark / `� �.\` * . CHAMBERS w/ STONE ' :' IN-C CNANC 3 B 4
Comer of Conc. Pad _ -
MAP 107 Elevation = 22.31' i i `' . _ _ .... 26"
! T 1 -1-2 N.A.V.D. 88 / y- 0 -21�-- �' ,
! 120,679t S.F.
7
co ZONE IF,
r
O i ✓. ,
,
f
ff
>T ;
, ,1d J LOCUS PLAN 96.:
/ 22x0 ° \ , r{T 102
\\ / Off✓ l or I ` �.��� r+ I ( / SCALE: 1 = 1000'
C ( 120"
1 FEMA FLOOD ZONE X
21.50' i
COMMUNITY PANEL# 25001CO579J
20.00' 17. DEED REFERENCE: BOOK 2891, PAGE 198
19.83' 18. PLAN REFERENCES: 1.) PLAN BOOK 650, PAGE 73 2.) PLAN BOOK 331, PAGE 40
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
! 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
121. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
-15.405
122. IN ACCORDANCE WITH 310 CMR 15.401, THE FOLLOWING LOCAL UPGRADE
APPROVAL IS REQUESTED FROM 310 CMR 15.212(1):
1.) A 1.0' WAIVER (5.0' - 4.0') FOR THE SEPARATION B TtlVf:E�!"fit11f��9N
Yarmouth Health Department
14.00' P LIVED
13.50'
I a atelb
o 03
;P. k9 ` I `, J ! :�' •2 x22.7 J ( ( ( I I t x50.O' EXISTING SPOT GRADE
O o2 u�22 " \\ 1 ( ( / I NUMBER OF BEDROOMS (EXISTING) 3 {
_ a.o P<.. < \ , 1 1 -i NUMBER OF BEDROOMS (DESIGN) 3 I - - 50 - - EXISTING CONTOUR
o �y �,•,
50 - PROPOSED CONTOUR RECEIVED
s /,� 3 t` �JQ- �la�=, \ / I I I f Y 1 DESIGN FLOW 110 GAUDAY/BEDROOM I _L_�-
;> �, I, 2g _ . / TOTAL 23
DESIGN FLOW - 330 - GAUDAY 1 I
a / ': k' x23.4 I ( /
50 PROPOSED SPOT GRADE JUN 2 2023
I I
r / r „ �`- I / j+, i I I DESIGN FLOW x 200 - 660 GAUDAY 1
Ft�#i , / I / l I ( MAP 1 O7 GAS EXISTING GAS LINE HEALTH DEPT.
h �'� ' I LOT 13-1-3 i USE PROPOSED 1,500 GALLON SEPTIC TANK I Pf WIRES
SWING -TIES �� - I i EXISTING OVER HEAD
, ! -EaO®���Yy. DWELLINGry� / l / / JI ( I ( ! (' INSTALL (5) LC-6 LEACHING CHAMBERS w/ STONE S��y' w �- EXISTING WATER LINE
DESCRIPTION HC-1 HC-2 HC-3 /L9 &I ''XISTING
23
_
/ I
TANK COVER IN (1) 24.3' 22.6' - -9� ` �' / 7 - / / / `I I f / I
�� / / / SIDEWALL CAPACITY LSA EXISTING LANDSCAPED AREA
- !y S ,�+� i, I' \ ryN /! / + (LENGTH + WIDTH) (2 SIDES) (1' HIGH) (0.74 GPD/S.F.) = GAUDAY +
TANK COVER OUT (2) 29.5 21.7 .� ,�r / / / TEST PIT LOCATION
,� (34.0 + 11.0) (2) (1) (0.74 GPD/ S.F.) = 66.6 GAUDAY
CORNER OF STONE (3) 71.3' - 20.9' ���� ! / ry
BOTTOM CAPACITY O O O PROPOSED 1,500 GALLON SEPTIC TANK
CORNER OF STONE (4) 81.2' - 31.1 ` G�,� �,,,``{fd- , , ? r , B � , o/ / / / l / � � �•3 ,
_l �j9 7�oM1 (LENGTH x� WIDTH) (0.74 GPD/S.F.) = GAUDAY
1 1 � '� / � x 11.0 0.74 GPDiS.F. = 276.8 GAUDAY PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE
CORNER OF STONE (5) 74.1 - 52.4 fi / / / rn / / 26, E (34.0 ) ( ) I
CORNER OF STONE (6) 63.1' 47.1' - - - / /' // / / �' / ! / �a ® PROPOSED H-20 DISTRIBUTION BOX
- Z / / TOTALS:
s x( / l I! I O PROPOSED LC-6 LEACHING CHAMBER
d TOTAL NUMBER OF CHAMBERS 5
(4 \ / I / / ! TOTAL LEACHING AREA 464.1 SQ.FT.
TOTAL LEACHING CAPACITY 343.4 GAL./DAY
( / / / ' / REV. DATE BY APP D. DESCRIPTION
o,
// PROPOSED SEPTIC SYSTEM UPGRADE
i 04r 210 ° ... •./ j ���H NOTES: faF MAss�� l PREPARED FOR
o / I f �4 JOH L. ROBERT B. OUR CO., INC.
O� HC-3 1 ' / / I j 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP r I
1 0 5) ❑ CHUB ILL JR. I
EDGE OF EACH SEPTIC SYSTEM COMPONENT. " L H
PROPOSED 1,500 ! , NO. 806.
LOCATED AT
GALLON SEPTIC TANK 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION
I i / OF THE PROPOSED LEACHING FACILITY TO ENSURE r a A� 1
i \\ �"�\ CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. 252 UNION STREET
', \ \ I I I REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS I YARMOUTH PORT, MA 02675 _
(2 s \ ( I I I ARE NOT CONSISTENT WITH TEST PIT DATA. -- - --
1 _____._._ SCALE: 1 INCH ='20 FT•-___________ DATE: JUNE 21, 2023
p
\ I i � 3. PROPERTY IS NOT LOCATED WITHIN A MASS. DEP APPROVED ! a s 10 20 ao FED
ZONE IL
�► I jot-=N L. �� R PREPARED BY
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A cHUR SILL JR. JC ENGINEERING, INC.
COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY i IL
{ + #252
tis �s I ! N ` 418 2854 CRANBERRY HIGHWAY
� EXISTING �' � j SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING ,
O u'��kpb'' THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF i A' crs- v' EAST WAREHAM MA 02538
3-BEDROOM HCA
DWELLING SITE PLAN
TOF=23.7' ! SCALE: 1" = 20'
MEASUREMENTS APPEAR TO BE INCORRECT IN THE FIELD.
- 508.273.0377 _
Drawn By: MKV Designed By: MCP Checked By: JLC JOB
No. 7d69