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FINISH GRADE OVER D -BOX = 19.3''F' FINISH GRADE OVER CHAMBERS = 19,3' - 20.0 GENERAL NOTES
T.O.F. EL.= 19.8'± 3/4' TO 1-1/2" DOUBLE WASHED
SLOPE @ 2% MIN. OVER SYSTEM
PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET & RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
OUTLET TO WITHIN 6" OF F.G. 0 2" OF 1/8 TO 1/2" DOUBLE WASHED
FINISH GRADE MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES.
EL.= 19.0 ± F.G. OVER TA�K EL. =.19.04 5" DIA. OUTLET(S) _ STONE OR GEOTEXTILE FILTER FABRIC
@ FND. _
2. ANY CHANGES TO
DESIGN ENGINEER. PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
,� TOP OF SAS = 17.03
PLACE
CHAM ERS WITH
PROPOSED 4 9 MIN. 9 MIN. 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
EXISTING 4" 36" MAX INLET PIPES TO 6" OF I
-SEW"iEm FI,E. , / ` -� SCH. 40 PVC 16.20 36 MAX. BREAKOUT EL 16.70 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED.
SEWER PIPE -
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- - ---d �-1 3�� DROP MAX ,� L=19'±
- 6" 3" ,� ELEVATION =16.70' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
3
9
i o
2 DROP MIN WATERTIGHT
o
_ -- ---- PROVIDE
__ _ _
MIN. SLOPE 1 % _ _ _ _ _. _ _ _ - _ _ _ _ __ _ _ _ - c
4" PVC IN FROM
�-JOINTS (TYP:) � � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
SEPTIC TANK 4" PVC OUT TO D 0 0 0 0 0 0 0 0 0 0�0 O ;o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
13" f
14" �' ' o0
O o 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
CONTRACTOR TO PROVIDE - LEACHING FACILITY r.c:>
o o
SPECIFIED DROP BETWEEN
INLET AND OUTLET 12" 6" 0 0
CONTRACTOR CONTRACTOR SHALL � 16.57 , 2 C:>(-- � � � � 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
000
SHALL VERIFY SIZE 48 VERIFY CONDITION OF
OUTLET TEE . MIN. 16.40 DDD Cl o 0 00 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE o 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY oo 00 0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER.
' 4.0'
4.0 � 8.5' (TYP) _ I 4.0'
ij -4.83'- ( 4'0 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL DATUM. BENCHMARK
OUTLET DISTRIBUTION BOX (NP) ELEVATION OF 20.00' ESTABLISHED ON A NAIL SET IN FENCE AS SHOWN ON PLAN.
i TO BE INSTALLED ON A LEVEL STABLE 25.0
BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 9.17' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
14.20
PIPES TO BE LAID LEVEL. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2.500 GALLON CHAMBERS 5' MIN. REQUIRED --/CHAMBER END VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
*CONTRACTOR TO VERIFY EXISTING CROSS SECTION VIEW TYPICAL CHAMBER PROI=ILE
CO � � I p� � I'�I I � I L E 'i- i I I "i' p P"� � 1 _ !'1 �� i°a �, "" /� 10 1-.t�l 1� 1.� 1�s�l �� � /\ 6 I C` TO THE DESIGN ENGINEER.
ELEVATION PRIOR TO ANY WORK & ` .`� ° � `� PROFILE D I S f I IU 1 1 1 � I N B��� DJ 1 Al 1 1 6 I L.� L 1� &� E®@ � I Lm�
NOT TO SCALE NOT TO SCALE NOT TO SCALE 4 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOTIFY ENGINEER IF DIFFERENT.
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TEST IT )Tim REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
PERC NO. N/A
ZONE 2 '`� INSPECTOR: Amy vonHone, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
°'` UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,. DRIVES, OR
MAP 39 { 10 ;
MAP 39 ,� (�V, t� , EVALUATOR: Michael Pimentel EIT CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
•� 3 DFINES.
\ LOT 245 LOT 243. � ���� 5 � ;`'.... ,�,.�!� - , �� POn� .� ; j' U WA EDC LL BE F LL UST AN
` f r C.S E VAL DATE: 0 1 DO BLE SH RUSHED STONE SHA REE OFA DIRT, D
` A PRO ct.
\ •--� -. ,2` . teS DATE: May 30,
2019
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
\ � ; � I , ' 'En�.TEST PIT #: 1
�, ,.:.,1 Crank MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
J N87 29'20"E ! / 1,-•- • •,tr i ELEV TOP 20,00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
) f .t ' Bo
89.81' MAP 39 I ,:'•�; �t » i (•i g FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
s I j� ELEV WATER = < 9.17
E .�
moo LOT 242 `�., ,/+ ? �.. ; . 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PROPOSED INSPECTION PORT PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
3 F •.� •, r ' P `:+ DEPTH OF PERC = 1211-3011 16. PROPOSED PROJECT IS LOCATED WITHIN:
O I . , ; t LOCUS
.1�! Q'� TEXTURAL CLASS: 1 ASSESSOR'S MAP 39 LOT 261
n. 19x6 , \ , •'• ;rte 11 `� °`� 1
OF RECORD: OWNER RE OR MAUREEN &DAVID TOWERS
��? EXISTING SHED TO BELID • • • . 11
PROPOSED TWO (2) O� RELOCATED AWAY FROM SAS .-- 20.00'
m 500 -GALLON LEACHING p O 0 ADDRESS: 36 SCROLL AVENUE
a ;� _ -.;;, ti ' A Loamy Sand
CHAMBERS WEST YARMOUTH MA 02673
EXISTING D15TRIBU I ,UN , � r I: t ,E` �' ''+, • = �" 10Yr 3/2 '
19X8, ` { 1
(4) BOX TO BE ABANDONED_ 3 8 19.33
O FEMA FLOOD ZONE X
IV J '. B Loamy Sand COMMUNITY PANEL # 25001 CO588J .
10Yr 5/8, 17 DEE 8
g 12" 19.00' D REFERENCE: BOOK 2 167, PAGE 121
p'� ` ' �. i ,� .• Perc 24" 18.00' 18. PLAN REFERENCES: 1.) PLAN BOOK 155, PAGE 93
SHED , J, 30 17.50' 2. PLAN BOOK 257 PAGE 53 SCHOLL AVENUE)
19x2' / / 20x0 p ; l a ry. )
(2) EXISTING LEACHING ►. _ BHI........ 14
GALLERY SAS TO BE `b E' 20 �i�" 1► • ;�L 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
►• ff 19x3 / oti O
ABANDONED '� p`b' to 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
4w^p, HC -1 F 19 t FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
= _ ,� w Medium Sand
°0 7 Q C 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
` ^ \ TRF .� !i ., : 'j :..._ n ✓ DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
\ HC -2 !%' 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
PATIO \ ;� REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
MAP 39 / �,- LOCUS PLAN
LOT 260 \ GARAGE 9 ` / \ 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
Al SCALE: 1" = 1000' ,
130 9.17 APPROVAL IS REQUESTED FROM 310 CMR 15.211:
1. A 3.9' WAIVER 20.0' 16.1' FOR THE DISTANCE FROM THE SAS TO THE FOUNDATION.
No Mottling, Standing or Weeping Observed ( ) (
LGA.
PROPOSED \ E .
DISTRIBUTION BOX �-- 20 - -"" �" DESIGN DA-FA
50x0' EXISTING SPOT GRADE
/ NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5)
19 �-
�, DESIGN FLOW 110 _GAUDAY/BEDROOM
- - - 50 - - - EXISTING CONTOUR
O ' P� �` \ /r GAUDAY
50 PROPOSED CONTOUR
TOTAL DESIGN FLOW 330
QP� / G� \ /fi DESIGN FLOW x 200 %, 660 GAUDAY i 50 PROPOSED SPOT GRADE
O \
#36 USE EXISTING 1,000 GALLON SEPTIC TANK GAS EXISTING GAS LINE
EXISTING � /� Benchmark
o\ Q o/H/V" _ ��o/H 2 -BEDROOM
C� �a ��� \ DWELLING 1 \ �/ Nail Set in Fence O/H/W EXISTING OVERHEAD UTILITIES
/ve - o/H/ " Ge / Elev. _ 20.00,
Approx. MSL W W EXISTING WATER LINE
INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE
GPS EXISTING 1,000 GALLON SIDEWALL CAPACITY i- TEST PIT LOCATION
00, TOF=19.8'±
\ SEPTIC TANK TO BE USED IN (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) GAUDAY
/ THIS DESIGN EXISTING 1,000 GALLON SEPTIC TANK
Cz
TREE (TYP) /� (25.0' + 12.83) (2) (2') ( 0.74 GPD/ S.F.) =112.0 GAUDAY O --..
\ / MAP 39 , J ,�/`�'� PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
��� BOTTOM CAPACITY
LOT 261 /� _
9 .11,670 ± S.F. (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY
\ \ 2o0 O , / 18 -- /� ❑ PROPOSED DISTRIBUTION BOX
\ tis � o � I / '- --- (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY
PROPOSED 500 GALLON LEACHING CHAMBER
18-
TOTALS:
\ / �/ MAP 39 TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION .
TOTAL LEACHING AREA 472.2 SQ.FT. �+
r'�oSO �,y8 /� /� L 262 TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE
ti
IN OF
t"9Sstcy PREPARED FOR:
permit valid for KHa?ntli t�h S�:h> tC sV'tF:M>�� JOHN L. CAPEWIDE ENTERPRISES
L) CHURCHILL JR. v,
ONLY, due to State and Loral septic variances.
"Y I o NO.48066
Board of Health review anil ahprov,�l is r,��luireir for �o
°�/�• \ any future ai it tions/revi,vations/alterations to °Fs t � ��� LOCATED AT
J \ sewage facilities and/or structm es/dwelling.
c � 36 SCROLL AVENUE
NOTES: Yarmouth Health Department
F WEST YARMOUTH, MA 02673
°''
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF A\
i SCALE: 1 INCH = 10 FT. DATE: JUNE 17, 2019
EACH SEPTIC SYSTEM COMPONENT. ��F SWI
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT �AJ
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF \'
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. \
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY Q
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS SITE. PLAN
HE SYSTEM CONTRACTOR SHALL
DESCRIPTION
HCA
HC -2
CORNER OF STONE (1)
15.7'
10.2'
CORNER OF STONE (2)
10.1'
CORNER OF STONE (3)
35.1'
36.8'
CORNER OF STONE (4)
37.1'
35.1'
0 5 10 20 40 FE
OF At4s� ET
`W .
Name lii a
--- - JOHN L. s� PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE 1 CHURCHILL JR. JC ENGINEERING, INC.
CIVIL
NO. 41807 2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
THE D B MCP Desi -Ad B MCP Checked By: JLC JOB No 4689
IN FIELD R T
PRIOO INSTALLING y. g
T
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. SCALE: 1 10' raven y.