HomeMy WebLinkAboutplans 11.09.2024TOF - 12.00' -PROVIDE EXTENSION RISER OVER
FINISHED GRADE INLET COVER TO WITHIN 6" OF F.G. F.G. OVER
@FOUNDATION= 9.6' AND MIDDLE & OUTLET TO F.G. 24"0 TANK EL.=.9.0'±
DISCONNECT
21" MIN. ACCESS 9
BOX
SCHEDULE40PVC 2" DROP MIN. 2" PVC FORCE MAIN
M N S �LO P �E�Ogl "71. 6 3" -//-TO DISTRIBUTION BOX
ROVIDE WATER -TIGHT SEAL
48" LIQUID DEPTH
6.75' DIMENSION AS PER
TANK TO BE WATER -PROOF
AND WATER -TIGHT WITH
MODEL # A1801-4x22 6" CRUSHED STONE EXTERIOR JOINT WRAP
(GAS BAFFLE ON BOTTOM)_J OVER MECHANICALLY
COMPACTED BASE
PROPOSED 1500/500 GAL_ H-1 0 TWO-COMPART. SEPTIC TANK/ PUMP CHAMBF
ALL TEES TO BE LINED UP
DIRECTLY UNDER CENTER
NOT TO SCALE OF RISER OPENINGS
._`
PROP. 40 MIL. IMPERVIOUS _N
PVC VENT- EXACT
LOCATION PER 6WNER X,
�REMOVE ALL UNSUITABLE MATERIAL
! DOWN TO"C"SOIL & REPLACE vv/CLEAN
�
COARSE SAND PER 310CMR255(5)----/
PROP. FIVE (5) H-20 LOW PROFILE |
FLOW DIFFUSORS wYSTONE 1
EXISTING
| GARAGE
1jMAGNET|C MARKING TAPE SHALL BEPLACED ALONG
! THE TOP EDGE OFEACH SEPTIC SYSTEM COMPONENT.
� 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS |N
� THE LOCATION OFTHE PROPOSED LEACHING SYSTEM
TDENSURE CONSISTENCY WITH TEST PIT DATA SHOWN
ONTHIS PLAN. REPORT TOENGINEER AND LOCAL
BOARD (}FHEALTH |FSOILS ARE NOT CONSISTENT WITH
TEST PIT DATA.
3.) PROPERTY |8NOT LOCATED WITHIN ADEP
APPROVED ZONE ||.
4) ELECTRIC LINES FROM PUMP CHAMBER TOCONTROL
PANEL ATTHE BUILDING SHALL BEINSTALLED 8YTHE
CONTRACTOR. ELECTRIC LINES TOBEROUTED FROM
PUMP CHAMBER TOBUILDING WITH THE LEAST
} DISTURBANCE TOTHE PROPERTY AGPOSSIBLE.
5-}PROPOSED HOUSE TOBEFLOOD ZONE COMPLIANT.
8)LIMIT OFWORK FOR THIS PROJECT ENCOMPASSES
| THE ENTIRE PROPERTY.
�
�
EXISTING �
LEACHING
CATCH -BASIN U.P.#145/2
_\
��D~�~�� PLAN.
�U ��0�U
SITE �� M�~� �~�N��
FINISH GRADE OVER D�OX=9.6' |
REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
F|N!SHGRADEOVERCHAMBER8=q��/ C]'�/
SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED
STONE TO CROWN OF PIPE
1 UNLESS OTHERVVSEN(JTEO.ALL SY8TEK8COK8PONENTSAND CQNSTRU{�llDN
z�'SCHEDULE 4OPVCPROP. VENT ` K�ETH(}DSSHALL BE|NACCORDAN[�EVV|THTITLE 5{}FTHE 8T/��EENVIRDNK8ENTAL
K8|NSLOPE 1Y6 � `^' ''~ '~ ''� DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES,
STONE OR GEOTEXTILE FILTER FABRIC
2. ANY {�HANGESTOTHIS PLAN K�U8TBEAPPROVED BYTHE BOARD OFHEALTH AND THE
Y DESIGN ENGINEER.
WATER-TIGHTC F 3. 4"G{�HEDULE4UPVC PIPE VWTHVVATERTIGHT JOINTS SHALL BEUSED |ND|SP{}8AL
/ 7^f 38"K4&X&CO SYSTEK8UNLESS OTHERVNGENOTED.
ALL PIPED CHAK8BERS-/
4. TOPREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BELESS THAN
ELEVATION =8D7'FORADISTANCE OF15'AROUNOTHE PER|K�ETEROFTHE QAS.UNLESSA4O
| �sy�| || / / \�a+*�| '/ / |�+�" | \�*�, | | WY{LGEOK8EK�BRANEL|NER|GPLACEATLEA8TF|VEFEETFROK8SA8 AN�THETOPOFTHE
Z rvt./mrnuw PUMP CHAMBER
4" PVC OUT TO
CD
0
0
LINER |SNOT LESS THAN THE BREAKOUT ELEVATION.
LEACHING FACILITY
Tc�)��
CD CD
CD
5. SLOPE ALL SOLID PIPE AT 1.0% K�|N|N}UK�.
S. THIS 8YSTEK�|GNOT DESIGNED FOR AGARBAGE D|GPOGAL
8 07'_/
\^7 90'
0.54'
��c�-
�-�
CD
7. LOCAL BOARD DFHEALTH AND DESIGN ENGINEER TOBENOTIFIED PR|{�RTOBACK
READY FOR IN8PECT|ON 8YGTEK8|S
6"CRUGHED5TONE
F|LL\NGVVHENSYSTEK8|SNEARLYCOK8PLETEAND �
OVER MECHANICALLY
�
NOT T{}BEBACK FILLED VVITHDUTFIRST OBTAINING APPROVAL FRDK0BOARD {}FHEALTH
VAR^�
|
8�U'/TYP\
` '
/ /
' /
0y
COMPACTED BASE
~^ OUTLET DISTRIBUTION BOX
| /
| l
AND DESIGN ENGINEER.
| 8 ELEVAT0NSBASED ONNAVD88DATUK8. SEE BENCHMARK LOCATION AND ELE\4�'/ON
/u��/m�/*LL�uum*L�v�L�/*uL�
BASE. FIRST TVVOFEET (]F{}UTLET
PIPES TD8ELAID LEVEL
�~��,���� ���~��k���J '�>���
��"~������������.,��^� ,"��""
�� ���� ��U�- ' �����~�^UU
UU����� ��U�� h K������ �^���^r� DETAIL
�-�U�~
NOT TO i
INSTALL 14/4'PVC TO HOUSE. JOINTS TO BE MADE
VVATERTIGHT.VV|REPUW1PAND FLOATS TOS|K�PLEX
CONTR{�LPANEL No. 1-(�C2NEK8A,1 MFG. HOOVER
|NSTRUK�ENTG
_\
NEK�A4JUN(�T|{JNBO}{CORR{}8|ONRESISTANT &
LIQUID -TIGHT CABLE CONNECTORS SUPPORTED
CONNECTORS SUPPORTED BY 1-1/4''PVC {�ONDUIT.
| / JOINTS TO BE K8ADEVVATERT|GHT-�-
`
EXISTING (2) FLOW DIFFUSERS TO BE
ABANDONED (APPROX. LOCATION)
NEW GAS LINE
NEW WATER LINE
SEPTIC TANK TO BE
PUMPED & REMOVED
v�n/co ` ` / onv,vmumr��m
��U' '
7,��M/ GROUND VVATERELEV= VARIES & {�ONTRACTORSHALL VERIFY ALL UTILITY LOCATIONS PRIOR TDCONSTRUCTION
�.�� \ THR[)UGHD|{��AFEATLEAST 72HOURS PRIOR TO{�OK�K8ENC|N8VVDRK{}NSITE AT
(��� PROFILE FLOW ��|��N���� �5'�|N RE�'O
�)- L~�"° . ,~^^. .^-^_ ` "-~�"" `�.. . ==������ � 1'888-O|G-SAFEAND ANY OTHER APPLICABLE AGENC|ES REPORT ANY D18CRERANQEG
4'PR�P�SED ������U���������J���������
�-���U/���| DIFFUSOR PROFILE DIFFUSOR =`�^�"^ ^-'"^� VIEW � TO THE DESIGN ENGINEER,
TYPICAL "��"`"- ^°'' ` ~°^���`~ ' ^~~�, `^-`- �� ���� ��U �~�XAi ��I����U 8���~��� U �� (SEEN(JTE#�3) / ,
������� K-K����� ` ~.` K-�������� KK��-� `
» x 10� /\LLJC)}NTGVVHEREPIPE ENTERS AND EXITS CONC STRUCTURES SHALL BEK8ADEV�Q'ERT|GHT.
N{�TTC�SCALE
-----� 11 NODETERK�|NAJ|ONHAS BEEN K�ADEASTOCOK8PL|ANCEVV|THDEEDED DRZONING
N{�£:PUK�PK4USTBEEQUIPPED VV|THAHIGH LEVEL ALARK� � �������� ��U7� ��^�~�� REGULATIONS. OVVNER/APPL|CANT|STO{}BTA|N8U{�HDETERK�|NAT|DNFROK�
| TEST « PIT o ��x-�ov-x
LOCATED |NTHE BUILDING SERVED VVH|CH|SPOVVEREDBYA | i APPROPRIATE AUTHORITY.
QRCU|TSEPARATEFROK8THEC|RCU|TTOTHEPUk4P. BM PERCN{}� N/A |
12 ALL SEPTIC SY8TEK�{�OK1PDNENT8SHALL VV|THQTANDH-1OLOA0NGUNLESS L{}CATEO
�+We
INSPECTOR: B Lewis O �
- UNDER&4[)BETHAN3FEET(]FCOVER{)RLOCATEDUNDERPAVEk�ENT DRIVES, O�
HOISTING CABLE 7x19STAINLESS ' '
EVALUATOR� k8i�hon|Pimenh*| E|TCSE TRAVELED VVAYG|NVVH|{�HCASE THEY SHALL VNTHGTANDH-2OLDA[)|NG.
C.S.E. APPRO\V\LOATE�7 199Q � � � Oct. 13. DOUBLE VVASHEDCRUSHED STONE SHALL BEFREE OFALL DIRT, DUST AND FINES.
�J1 DATE: Odober1O2O24 14 WHERE CONTRACTOR SUBSOIL AND UNSUITABLE
!Z21 � ' '
GEORGE FISHER CO. MODEL NO. 560 .41
TEST PIT �� 1&2 K�ATERiALINAREA BENEATH AND FOR 5FT. ONALL SIDES {)FLEACH|N{�FAC|L�Y.
REPLACE ALL UNSUITABLE MATERIAL VNTHCLEAN COARSE SAND FREE FRDN1CLAY,
ELEVTOp= g FINES (}ROTHER UNSUITABLE K8ATER\AL|NACCORDANCE VNTH31O��K8R16.255(S).
�� ELEVVVATER= 3.20' 15. CONTRACTOR SHALL NOTIFY DESIGN EN{�|NEEROFANY 08CREPANC|E8FOUND iN
1/4"VVEEPHOLE (ND|GCHARGEP|�E � pERCR&TE= �2min}inoh SITE CONDITIONS FROK�THOSE SHOVVNPRIOR TOCONT|NUAT0NDFVVORK,
16. PROPOSED PROJECT |SLOCATED VV|TH|N:
BALL 80PVC1OU DEPTH 3O"-48"
- � � ASSESSOR'S MAP �� LOT ��
PS( FLOVV��AT\CK8O[}ELNo208S --- ---
TEXTURAL CLASS. |
OVVNEROFRE{}DRO. LVJHOK8E� LLC
4y � Jy ~��- 8 / ' --- � ADDRESS:(2) WIDE ANGLE CONTROL FLOATS
17D[)TTYANNDR|VE
(BAR0E3D73G>8) cj .� SCH.4OPVC DISCHARGE PIPE
1: PUK�PON/OFF 12OACTK/AT\[)N
2: ALAF7K�ACTIVATION \--BARNES GE411PUN1PU4H.P, � )\ '~
LOCUS
115V��'D\GCHARGEPASS)�� /
' ����(�Y:O��
1-1�"SOLIDS DREQUAL
| - `
� ��������7 m =
�������������� GALLON
���U U y~��U �������-U�� -����U�� � ��U U���� ^���~�-�^KU �~
8 ����K�/������ «���~��~�-�.�U,� SEPTIC U«�' TANK � �-��U'�U�- ������h��A������ DETAIL
��U�_
NOT TOSCALE
PROPOSED ������U��� �������� ���U�� � f�~ / '~
' 4� *r � ��
GALLON 2-COMPARTMENT
~'
PROPOSEDSEPTIC TANK
H-1OTAN�/PUK8PCHA�8�R
HIGH GROUNDVVATEREL=32[Y '
�� /K �y
TOPOF8EPTCTANKEL=7,8T �� z� u
BOTTOK4[)FSEPTIC TANK EL 2.16'
��
-
L�������������
--- ' ' LOCUS
a��x~~� U � �~� PLAN
��U �� �� 0
(Y|Q DFSOIL ABOVE TANK =Q1C.F.x11ULB/C.F.=1O.O1OLBS U K �K .K ��~» ��U ��U��
x 'n ��~~� ~�'~~~`�' " ��" ^" �
- '008+1D,010=3O.W10Lf�S >5.064LBS;THER|EFQF�E<]��
SCALE: 1"=1OOO'
FINISHED GRADE ALONG THIS SIDE OF CONSERVATION COMMISSION REQUIREMENTS:
HOUSE 1j Nowork nfany kind ehaUoccur onthe R*sou�eArea side cfthe work
CRAWL FLOOR ELEVATION (i.e. L=S.O') |imhline. This UneohaUbee�ab|iuhedprior Vnany oono�u��nnrwork. '----'-------------------- ---
������Ux�^�U ��
2.> AUimpo�edfiUshall bedeanand not contain any foreign dob�nsuch , �,-,_VU«��U~W DATA
��
as cement, bituminous concrete, /ubber, metal, trash, boulders, etc.
3.) Debris, including U�er, uhuU be picked up immediately Any excess NUMBER OF BEDROOMS (EXISTING) 3
x82 material that ioexcavated hnmthe job site shall bedisposed nfato
NUKX8ERDFBEDF(QOkHS(PRDPO8ED) 3
|ouatiunapprovedbytheConnamabonAdminisi/ato/nrinacovenod -------
CP dumpetor. Nodebris shall boaUmwedinaVVe|andorVVan+nway NUKdBERDFBEDROOK8S([>ES|GN) 3
� 4) YVashingnfequipmenb�oo|oshall bedone OFF -SITE orhandled ina DESIGN FLOW 110 GAL/DAY/BEDROOM
manner appropriate bythe ConuamehonAdminiote$or.
TOTALDES1GNFLOVV 33O GAL/DAY
' 5) Noequipment oheUbomfue|ed.nor ahaUfuel bo,gorodwithin 10Ufeet
ufaresource aeo
�n �8�1 . DESIGN FLOW x 200 Y6 = 860 GAL/D/Y/
` 0j Any ' USE 150O/5OU GALLONSEPT|CTANK
\ immediately oraasoon after asthe gmwingseason commences. �===��==
~' Permanent mtabi|izahonohaUbocarried out inorder tominimize erosion.
��21�� ,�~� 7j The pmpouedsewage disposal system shall meet the applicable TiUo
,�- ',=� "~"~ 5vvoUandnsetbacks aoset fo�hbythe Yarmouth HeokhDepa�menL |
L0T19O � INSTALL ��|\/�� ���\ FLOW DIFFUSORS /| ��\ m/ ��T(lyJ��
' 8�> The��oa�noon�o||ine^oho�nonUhie�mnohaUbeoohabiuhed��h ''`~^''``-"- FIVE �~/ ' `-^^," `^'' ' `~~�^~'^^^ �^-' / ,"/ ^^'`^'~^-
0277±�F ^~
' � � Erosion Controls (ie.straw bales, staked filter fabric, bark mulch, "silt
aacka^.pnodudamade v,i\hhoentmw.and �he/woad'�eopmdu�oor ��I[]��\�/��LL CAPACITY
°o� r approved bythe Yarmouth Conservation Commission). Hay bales are not (PERIMETER) (0.54) (0.74 GPD/S F.) = GAL/DAY
' allowed. The contractor in responsible to implement and maintain
appropriate and adequate erosion controls measures throughout the (82') (054') (O74 GpD/8�F) = 32f\ GAL/OAY
construction process.
|
|
�[�TT���� ���ACITY
BOTTOM
/
00000x,_0,0_0--�',�t
or
EXISTING SHED
TOBEREKAOVED
FLOOD ZONE UNED&0D|NG ZONE )��5OO)FROM ZONE
AE(EL11)BASED ONACTUAL ON�H�GROUNDFIELD
|N8TRUK8ENTSURVEY (B.F.E.=11.U'NAVD88BASED ON
F.iR.K8.#25O01C0588J)(EFFECTIVE JULY16.2O14)
OWES 0,11111
SAS D
IMENSIONS
��U�������Y�����
~�'�~� ��""�"^-"���,��`=��
SCALE: 1"=1[Y
Z�/|�Iy4��0ySTV�UCT: R-25
REGULATION
PROP.COWDG.
FRONT SETBACK
��y�YM�
-�24]�_
SIDE SETBACK
-Y{�Y�y�
71.__
-_15�,_.
REAR SETBACK
�yT1VKN.
_2DlY_'
_2t�_-
BU|LD{N(�HEIGHT
35'K&uX`
_<�5,_
_<�5._
BUILDING COVERAGE
25XJVAX
_237%_
_24�Y�- |
��� ��
(FODTPR}NTAREA) (0.74 GPD/8.Fj = GAL/DAY
(411 8.Fj (O.74GPO/S.Fj = GAL/DAY
| ��'
,~� .,,^_��.
TOTAL NUMBER OF O|FFUGDRS 5
TOTAL LEACHING AREA 4553 G{J.FT. �
TOTAL LEACHING CAPACITY 336.9 GALJDAY
��
��K���I��K' �i ��1������(��- i�f-�lA �A���-I���0� o ��
DESIGN FLOW: 330GPD
DOSING REQUIRED: O CYCLES /DAY
330 (�PO/S = 55GAL8/CYCLE
DISTANCE RE{JU\REDBETVVEENPUK8P
ONAND PUK8P{}FFFLOATS:
556ALS/{�YCLE -�� 125GAUS/FT = 044Fl7{}Y{�LE
(UGEO.5O'TD PROVIDE FOR BACKFL{]��
STORAGE REQUIRED A8��VEVVORN|NG LEVEL� 33{KG\�.
STORAGE PROVIDED ABOVE WORKING LEVEL: 337 GALS.
1
B
�
440
Fill
Loamy Sand
10Yr5/8
(TPa1 &2)
Fine Sand
2.5YS/G
Motthno __�� 72'
Standing @Q0" n1
6.70'
5.2[Y
TEST PIT DATA
|
PERC NO. N/A
INSPECTOR: Barry Lewis (BOH)
EVALUATOR: P E|T E �
C.S.E.APPROVAL DATE: Oct. 37 1989
DATE: October 1O2024
TEST PIT #: 3 & 4
ELEVTOP= 010'
ELEVVVATER= 3.10'
PER{�RATE
=
DEPTH DFPERC= |
TEXTURAL CLASS: | /
/
1
B
3
C
Fill
Loamy Sand
Fine Sand
2.5Y0/G
Mottling
............ .... .....
FEMA FLOOD ZONE
COMMUNITY PANEL #
17. DEED REFERENCE: LC.C.#23GG5g
18, PLAN REFERENCE: LAND COURT PLAN 11435-A
19. ALL DISTURBED AREAS SHALL BERESTORED TOORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION |SONLY APPROXIMATE. THIS PLAN IGTDBEUSED ONLY
FOR SEPTIC SYSTEM UPGRADE. JCENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES [)FTHIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21 OWNER / APPLICANT / CONTRACTOR SHALL BERESPONSIBLE TOOBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. IN ACCORDANCE WITH 31OC&HR 1S/4O1'15'485,THE FOLLOWING LOCAL UPGRADE
APPROVAL ISREQUESTED FROM 310 CK0R 15.211:
1) A7.3'VVA!VER(25.O'-177')FOR SETBACK FROM SAS TOTHE LEACHING GALLEYS.
23. |NACCORDANCE WITH 310CK8R15.401-1S.40G,THE FOLLOWING LOCAL UPGRADE APPROVAL
|SREQUESTED FROM 31DCK8R15.212(1):
1)A1.0O'VVA{VER(5.O0''4.00')FOR THE SEPARATION BETWEEN THE SAS AND E8HGVV.
0 , �������,"��-�
` ���~r-^
50xO/ EXISTING SPOT GRADE
50 EXISTING CONTOUR
50 PROPOSED CONTOUR
,AS EXISTING GAS LINE
----O/H/W EXISTING OVERHEAD UTILITIES
---VY-----'VV--- EXISTING WATER LINE
�w PROPOSED WATER LINE
PROPOSED GAS LINE
TEST PIT LOCATION
EXISTING 1.0ODGALLON SEPTIC TANK
PROP. 15UO/5OOGAL. H-1OSEPTIC TANK/PUMP CHAMBER
PROPOSED 4''SOLID SCHEDULE 4UPVC PIPE
_Bvl-----/. PROPOSED 2''SOLID SCHEDULE 4OPVC FORCEMA|N
M PROPOSED H-2ODISTRIBUTION BOX
PROPOSED H'2OFLOW DIFFUSOR (LP)
REV. DATE BY APP'D. DESCRIPTION
PROPOSED SITE PLAN
21%1 PREPARED FOR
OH
CIVIL
NO. 48066
LOCATED AT
88 PINE CONE DRIVE
WEST YARMOUTH, MA 02673
SCALE 1|NCH = 1OFT. DATE: NOVEK8BEF(8.2O24
o n /o en *o resT
JOHN L. �- PREPARED BYU CIVIL ---'
!
|�~ �hJ(�|�J����|hJ/� INC.��^_.~�^..~�-^-.^.."^�` ``"��
NO. 41807 ���� ���&hJ������ A|(���
"_^^~'_, CRANBERRY . HIGHWAY
`"", ` .
EAST���T U������W�K� K�� �l����A
°"^" ^�_" " `^°., "°.^ . °"_~'~~`�
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Drawn By: MKV Designed By: MCP Checked By: JLC JOB No. 7952