HomeMy WebLinkAboutEngineered Plan - 2018ADDRESS: 30 BUNNY RUN #
22.20' ! C
ENTERVILLE MA 02632 I
FEMA FLOOD ZONE X
COMMUNITY PANEL# 25001CO567J
17.
REFERENCE: BOOK 24 E O 18APGE 29
20.20 DEED REFER 4
18. PLAN REFERENCE: PLAN BOOK264, PAGE 94
18.70 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.
l 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
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.
11.77' 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT:
1 G. 3T 23. IN ACCORDANCE WITH 310 CMR 15AOI-15.405, THE FOLLOWING LOCAL UPGRADE
r _ 10.70' APPROVALS ARE REQUESTED FROM 310 CMR 15.221171 15.212(1), & 16.211:
f=, ° ..; 1 ,�G, LEEr` r, ?:; 5�� s ,� ;` / 1 c s 1. A 1.20' WAIVER 3.0' - 4.2' FOR THE MAXIMUM COVER OVER THE SAS.
r C iVEUr`�0'r l �✓ ' I i No Weeping or Mottling Observed ( ) ( , )
s ' c w Q l - - --- I ( (2.) A 0.60 WAIVER 3.0 - 3.6 FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX.
-. .-. �.,.- 1 , _ T THE FO ND TIO .
v , ( T �,Y 1 (3.) A 4.70 WAIVER (20.0 15.3) FOR THE DISTANCE FROM THE SAS O U A N
(4.) A 0.7T WAIVER (5.00' - 4.23') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
( r 7o rf � ,� �< ..-. \ SWING -TIES *BASED ON THE CAPE COD l �
u tr , ......- �1 I ', HC-2 � \ a COMMISSION METHOD
, .
% w
cr, t t.
co 0
t. 1, 101 IU 3% i% 01
DECK
. .✓ 3r_tt. ._v... 11 f i .fL ..i._L!...- a \..
FINISH GRADE OVER D-BOX = 23.0 ± PROPOSED VENT WITH CHARCOAL r � r i C COA • .
T.O.F. EL.= 23.9 ± FINISH GRADE OVER CHAMBERS = 22.5 - 23.2 r.:.r. p ._.. _.
PROVIDE EXTENSION RISER SLOPE 2% MIN. OVER SYSTEM
FILTER TO ABOVE GRADE ,
REMOVABLE WATER -TIGHT COVER OVER e° 3/4" TO 1-1/2" DOUBLE WASHED
WITH COVER OVER INLET &
O RISER TO WITHIN 6 OF FINISHED GRADE ! 1• UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
OUTLET TO WITHIN 6" OF F.G. 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS
STONE TO CROWN OF PIPE �.
FINISH GRADE r I o „ �, METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
= . 23, j ± F.G. OVER TANK EL. - MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) 2 OF 1/8 TO 1/2 DOUBLE WASHED 4 _
FND. EL.- l 23.0 ± � 5 DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
_ ------------ I STONE OR GEOTEXTILE FILTER FABRIC ;x f
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
20' MIN. ACCESS }
COVER P. OF s I PLACE RISERS ON ALL DESIGN ENGINEER.
(n' )
3.60' MAX. TOP OF SAS = 'I 9,QOr
PROPOSED 4" CHAMBERS WITH
� 4.20 MAX.
t SEE NOTE 2 ,
_.:. _ ______ _..__,. . __. _._ �__.._ . ___. _._.�;..� .: _.._. __ _ ____..._ ._. •r____._____, _ 3 1, 3. 4 S E 0 PVC PIP WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
_ PVC SEWER PIPE I CH DULE 4 C E 1 T G
�kF�
8Q0 SEE NOTE 23
r INLET PIPES TO 6 OF
BREAKOUT EL = `� 8.50 FINISHED GRADE --'I ; SYSTEM UNLESS OTHERWISE NOTED_ l
r
I
ll 611 311 311 DROP MAX 11 I 1 L=� 2 ±
3 g 1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
2 DROP MIN MIN. SLOP @ 1% PROVIDE WATERTIGHT
i
l " f - JOINTS (TYP.) ELEVATION=18.50' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 1 i
4 PVC IN FROM _ �`b� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
i
1
14, - _ ':. SEPTIC TANK 4" PVC OUT_TO ' o THE LI I N T LE TAN THE BREAKOUT ELEVATION.t _.,00 NER S O SS H` LEACHING FACILITY o o0 5SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM.
CONTRACTOR TO PROVIDE r 0 0 i
} ! CONTRACTOR SHALL CONTRACTOR SHALL i 8.40 2' 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SPECIFIED DROP BETWEEN ; OUI�LET TEE MIN. 8.23 o 0 0 0 0 0 0 0 o VERIFY SIZE AND 48 VERIFY CONDITION OF I � ? o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
INLET AND OUTLET
I CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE -1 ° ° o00 0o
. EXISTING SEPTIC AND REPLACE AS o = = 0 0 = = = 0 0 0 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
a NECESSARY OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
1 TANK j COMPACTED BASE 4.0'
I
4.0'
i AND DESIGN ENGINEER.
. 1
8.5 �<P) 4.0 4.0
5 ,
OUTLET DISTRIBUTION BOX 4.83 ii
- TYP• I 8. ELEVATIONS BASED ON NAVD 88 DATUM. BENCHMARK ELEVATION OF 23.61' 1
l TO BE INSTALLED ON A LEVEL STABLE 25.0 ( ) I
ESTABLISHED ON THE CORNER OF A CONCRETE PAD AS SHOWN ON PLAN. l
BASE. FIRST TWO FEET OF OUTLET r = � � .77' A GROUND WATER ELEV. d USt@CI GW
1
EXISTING 000 GALLON CONCRETE SEPTIC TANK ` PIPES TO BE LAID LEVEL. 1 6000 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
r
�» -: .5' MIN. REQUIRED THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW � 4.23 PROP. (See Gen. Note #23) C I�Ah,1113E Eta � VIra�'� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES �
+ "- & , t f x g € t i _ . sus %_ � ... 1 7 i l l r t" a 3 . �a 1" ,' L t � i� i'"r r 1 r y. - . �. -_� : .
., a- s s'€ g r�� F e 4 e �i �- s ,.� T THE DESIGN ENGINEER.
E,_ �.,� x ... � ,. � �"� ..:. � �.- l r �..,., . :. � . K � � r .. = k � .. � .. m � � fi . ,,, t 9 z ;� , �+ _ >y � O E D S GN
l k
B
l [E
LIP'
e Y .., y°�
�.a`c L.aL a �avF � �. € 'i.:,.✓'iw rv' � rs.sst e t r..us r.,ys � M1i R....n� .... � i4& µ.ra.
.� a � $ r•W Si `�mh..,.a
a TO
;, ° s' y �. _ , , ;;� , ,, ' M . , il: _t , := _ , ;, s NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE
. , . NOT TO SCALE t NOT TO SCALE
WATERTIGHT.
, t, � t .�,>✓•-'"�( ,�Yzi• 1 _,,..,..K - ,-�-- r - I ' ( =-mob � � '� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
r FROM
/ -,, , s` « „ •_ PERC NO: NIA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION0
��: � - 1` ��•,j� :, APPROPRIATE AUTHORITY.
PROPOSED <7 / i�t Am vonHone
ram_ , { ;.. • C7 .1, 1 r---- < INSPECTOR. I
l
INSPECTION PORT % .. a ` I •, ri • t-„,iy i
l - • ; �� -� G� `f' EVALUATOR: Michael Pi entel, EIT, CSE ) 12• ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
.. S�
� Oct.' 1999 UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR ,
r, ,; • f C.S.E. APPROVAL DATE -
� .�' `` TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H 20 LOADING.
s Lw -., i
PROPOSED 4" PVC �•- t� � ,1 t �
(3) 4+ Bfl CiI I ',{ * . , r Jul 18 2018
i G :; • • , • , ► • •f DATE. 1
i
VENT PIPE, EXACT - z r, • •
, 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
LOCATION PER OWNER 0 ,rr
, TEST PIT #: 1 I
1 .•. �,
�� ELEV TOP = 1122.7 ' 14, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
--� • :� 0 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. i
tip"".• i
I • ' f�f • *;ZONE ELEV WATER = *11.7T , Adjusted G I T LEAN COARSE SAND FREE FROM CLAY
PROPOSED 2-500 < �, I (Adjusted �M REPLACE ALL UNSUITABLE MATERIAL WITH C ,
GALLON H-20 LEACHING. (4) ! i s FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
O �'y t;. PERC RATE - < 2'min./inch
CHAMBERS O
t/ MAP 54
/ 11 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
` _ Q . DEPTH OF PERC = 30 - 48 �>t- & ,.? LOT 31
� � � v � � ?� , SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK
n oe �_ n
/ y'r .
PLlJLLJ 'WORK LIMIT LINE
TEXTURAL CLASS. 1 16 PROPOSED PROJECT IS LOCATED WITHIN.
D-BOXY .� ? w� a !/, --'_.
8 . aAit v a --�I/ ; ASSESSORS MAP 54 PARCEL 32
��� �s' N • AJ �_, / I {
o f t a ter�<
- I OWNER OF RECORD: THOMAS B. MUNCEY
- 1
�-MAP 54 l��
j
? 640 _ I 22 70
s--,avel
11 ItV
S ti LOT 32 Y to : ♦ i. !: _�
a�
- ... .
�O 15 132 ± S.F. F -.. • ,
J o ti oo.
�. _.Tp_ �• LOCUS �� s , ��, 6
ZX7.
� y � �� �j}�(^- •,.•
P a-.�.I •i PA 1l ! �.
J / i 1 l ,. C� Y
O • 1F t 1.M}._)'`��_41�,Sri i pp Y .�.�f _'� .. /__
ry ,f ;
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3
co � .
L 30
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wr ...... rt . -
2 r
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F.
q ro
t,.s t i
.r: .10
_
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t
:., o ra
4 - ------ ..
♦
x,... R C •
� + ! C
r
EXISTING
9 t g j 3
f
i
-
W
j :
pie..
i £sEG tQGl�s r P
LOCUS LAN
.. + .,f.
.✓� ,, / -,t C)VVcLLlty� C� < 142"
SCALE: 1 1000'
A i, ll
DESCRIPTION
HCA
HC-2
CORNER OF STONE (1)
18.9
42.2'
CORNER OF STONE (2)
28.1'
32.2'
CORNER OF STONE (3)
45.7'.
52.9'
CORNER OF STONE (4)
40.3'
59.6'
I
NUMBER OF -
0 3
I
INDEX WELL: M1W--29 1
DESIGN FLOW 110 GAUDAY/BEDROOM
WATER -LEVEL RANGE ZONE: C a
N
, _" .�
t
WATER DEPTH READING:' 6.31,
. ,.. r v., ;•.,:, ! � �>_
TOTAL DESIGN FLOW 220 GAUDAY
WATER DEPTH READING DATE: MAY 2018
WATER-LEVELADJUSTEMENT: 0.90' i
50xO EXISTING SPOT GRADE
o - 660
DESIGN FLOW x 200 /o GAUDAY
'
�
- - -: 50 - - - EXISTING CONTOUR
USE EXISTING 1,000 GALLON SEPTIC TANK
50 PROPOSED CONTOUR
enc mar IJf ,-}./ W ---- EXISTING OVERHEAD UTILITIES
Corner of Conc. Pad ,��, / I
INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE ,
Elevation = 23.61' / 1� EXISTING WATER LINE
NAVD 88
SIDEWALL CAPACITY 1
r ( ,
(LENGTH + WIDTH) (2 SIDES) (Z HIGH) (0.74 GPD/S.F.) = GAUDAY I TEST PIT LOCATION
/ GAUDAY
(25.0' + 12.831) (2) (2') (0.74 GPD/ S.F.) =112.0 GA
EXISTING 1,000 GALLON SEPTIC TANK
BOTTOM CAPACITY I,
I-..,
\ 1st I PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
i, (LENGTH x WIDTH (0.74 GPD/S.F. - GAUDAY
/ / I 1 ) ) -:
�. ✓ \ / (25.0 x 12.83) (0.74 GPD/S.F.)
- 237.4 GAUDAY
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500 GALLON H-20 LEACHING CHAMBER. '
,
rA C \ TOTALS:
te ai
0'6 �'<I \ \ /- ` TOTAL NUMBER OF CHAMBERS 2
l p �/ ,, 2� REV. DATE BY APP'D. DESCRIPTION I
l?ij l TOTAL LEACHING AREA 472.2 SQ.
of PROPOSED
SEPTIC
+ T SYSTEM
p �+ p _
44Y 'q ' TOTAL LEACHING CAPACITY 349.4 GAL./DAY ;� PROPOSED SEP 1 IC SYS 1 EM UPGRADE ,
PREPARED FOR:
CONSERVATION COMMISSION REQUIREMENTS: - A&, X__�
• s i l
\ Permt ,, d for REPAIR OF SE1'"1"1C sysl"F:�� � � � CAPEWIDE ENTERPRISES
1.) No work of any kind shall occur on the Resource Area side of the work limit line. This line shall be established prior to any i JOHN L. ;
-t \ I , QNtl,.duc to.Statc and i.nrnl srJ�tu a.anrnr�s.
CHUB RI-LJ,.
construction or work.
Board.of Health review and approval rs re required rur �, / o
2. All imported fill shall be clean and not con
4 4 066
) p tarn any foreign debris such as cement, bituminous concrete, rubber, metal, trash, any, ruture �ddit;rrnrr�,;r,,,:;ta�,,,;;�rt��etion� tr, rr
o NO-. 8 �
.. 1 LOCATED AT
�{ 1 boulders etc. E s I ,p
1 � �
' sewage fe�NrUes and,or sfr u.iur r�/d�.cilu�};. i ss `'GIST �` R
3.) Debris, includinglitter, shall be picked u immediately. An excess material that is excavated from the job site shall be
p p y y 1 � 2 HAWES RUN ROAD II
\ , . Yarmouth Health l)c �ar=ttiscnt 1' _: j I
\ disposed of at a location approved b the Conservation Administrator or in a covered dum ster. No debris shall be allowed in a I a l
y p !' i _ l
NOTES: �. Wetland or Waterway. kP I Ro V YARMOUTHMA 02673
4.) Washing of equipment/tools shall be done OFF -SITE or handled in a manner appropriate by the Conservation Administrator. I I _
1. MAGNETICMARKING C l SCALE. 1 INCH - 10 FT. DATE. JULY 23, 2018
M RK NG TAPE SHALL BE PLACED ALONG THE 5.) No equipment shall be refueled, nor shall fuel be stored within 100 feet of a resource area.
0 5 10 20 40 FEET
[ !! I
TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 6. An area that is disturbed during construction F
y gshall be revegetated immediately or as soon after as the growing season sine Date �y�H °
•�commences. Permanent stabilization shall be carried out in order to minimize erosion. ..r� �_._�____________�__�._�_-. ________________�__._._____. �___.__._, � �
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE `� {' s . PREPARED BY:
c
7.) The proposed sewage disposal system shall meet the applicable Title 5 wetlands setbacks as set forth by the Yarmouth RESERVED FOR BOARD OF HEALTH USE i JOHN L c
LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CHU CHOtL,JR. JC ENGINEERING, INC.
Health Department. 4
P CNu. CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. 7 I
8.) The "work limit" line shown on this Ian shall be established with Erosion Controls i.e. straw bales staked filter fabric bark I 0.4180 2854 CRANBERRY HIGHWAY
I REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS f p
I mulch, [[
u c , "silt sacks!', made with rice straw, and other weed -free products or approved by the Yarmouth Conservation 1
lFG, ° EAST WAREHAM MA 02538
ARE NOT CONSISTENT WITH TEST PIT DATA. sT I � ,
i
Commission). Hay bales are not allowed. The contractor is responsible to implement and maintain appropriate and adequate
SITE PLAN 508.273.0377 _
3.) PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2. erosion controls measures throughout the construction process. (' { _-^ _
SCALE 1 - 10 Drawn By: SJI I Designed By: SJI Checked By: MCP JOB No. 4271