HomeMy WebLinkAbout0166 ROLLING HITCH ROAD - Health 166 Rolling Hitch Road
192-096 . Centerville
No. 42101/3 ORA
10°l°
No. O"i-`l® � [- O Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for Disposal 6pstem ConstrUrtlon permit
Application for a Permit to Construct( ) Repair(4'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 'Xeb S l4� c Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel i q 2 -`j 1 U lk,k-L,
Installer's Name,Address,and Tel.No. t{Z8 ki uZ 9 Designer's Name,Address,and Tel.No.
Ccyz ,,,J, -C k�p"l.e 1, S C CnS�v�tLrn.�
45'01 2 5iLLJenio,1J, 24 Oo 1 a8S'c4 -b 3
Type of Building:Dwelling No.of Bedrooms 3 Lot Size \S, Jy® sq.ft. Garbage Grinder( )
Other Type of Building 12 e S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .3 Q gpd Design flow provided 3 S s. 2 gpd
Plan Date \Z - 4 - 1 u Number of sheets Revision Date
Title
Size of Septic Tank 1000 �' x k S)-v Type of S.A.S. t4C- S e,,,,
Description of Soil 00014 5-c SAS
Sea
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: 2-0 n
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of H
Sig Date Ion - t3 - zo .�
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. f 0 —� L Date Issued TL
No. �D Fee
THE (:OMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION,- TOWN OF BARNSTAB `E, MASSACHUSETTS 3 Yes
L' �
Zipplication for Disposal 6pstem Construction j3Ermit
Application for a Permit to Construct( ) Repair(4 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. \e�• 11,ti' 1},.}r Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel k 9 2 -9 1 d, c 1
Installer's Name,Address,and Tel.No. 9? 1.1 u Z 9 Designer's Name,Address,and Tel.No. �,7 3 3
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size \S. 0c7 o sq.ft. Garbage Grinder( )
Other Type of Building V e S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) "' 3 gpd Design flow provided 3 5 s• 2 gpd
,r
Plan Date Q - 5' - 1 o Number of sheets Revision Date
Title
Size of Septic Tank 1000 Q x ,y L,;.1 Type of S.A.S. U _s(,
Description of Soil �u!.i a �,� 'g �,rJ 6
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: 2010
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of H h.
Sig Date 3 . l 3 2 o r
Application Approved by Date e
Application Disapproved by Date
for the following reasons
k IV
Permit No. /��/� � Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( /S Upgraded(` )
Abandoned'(, )by 0 L,4u.µ.,,el-,
at \ t �Qc. 1.tir l F, P t„ has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No *,2>/O^W91dated //0
Installer Cos w s A [�,,�I_t t rn 1 t Designer
#bedrooms " Approved desi n floVas
�S S � gpd
The issuance of this pe t shall not be construed as a guarantee that the system w' 1 funcig ed. �J
Date Inspector G'
No.� ,/ �"T g i _ Fee �D
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal Op8tem Construction j3ermit
Permission is hereby granted to Construct( ) Repair(,/S Upgrade( ) Abandon( )
System located at ,t, l 17
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction musy be completed within three years of the date of this permit.
Date ! � rd Approv eM
Town of Barnstable
Regulatory Services
q, Thorn as Geiler,Director
5 aANwA99.9. 4 Public Health Division
�as9• Thomas McKean,Director
200 Main Street, Hyannis, MA 02601
Offifcc: 508-862-4644 Fax: 50�
Date: � _? t '�C Sewage Permit# -- _ Assessor's Map/Parcel 1 / i F
Installer & Designer Ccrtifr_cation Form
Designer: S G r� cry e e,c c r, _a`vi c:_. Installer: _C C2eC.w=rk_ 6-1_1M tr fc s
Address: 2�5 4 Address:
.sob 27;-6377
� P
Oil ..._,., was issued a permit to install a
/(d�zt� {installer)
septic sy<,teni,at I tc L' i;alli,l c iii i.L, (�evc� based on a design drawn b
:S C: £ n-tcne tc oc).! ' "v�G. dated k)ccevylbcc y 2010
signer)
1 /
v ' I certify that the septic system referenced above was installed substantially according, to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was.inspected and she soils
were found satisfactory.
l certify that the septic system referenced above; was installed with major changes (i.e.
greater than 1 Q' lateral relocation of the SAS or any vertical relocation of any ccmipoiww.
-� ofthe septic systern) but its accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout (if required) s ected and the soils
were found satisfactory.
<K o�
J(7HN
HU�?CHIL�... _,
1eC'S Slg;niiture) IVrI.
4•BU'
O
estKner s Signature (A tx 1. e g I lore)
P USE RFTU `I'()`il3A NSTAIILE PUBLI DIV ON. CERTIFICATE
OF PLIANC WILL NUI ICE ISSUED UNTIL BOTH THIS FORM ANI) AS
13 1I ..T CARD RE RECI;IVED BY THE BARNSTABLE PUBLIC IIrALTH PJYJ�O,
q loffi�c forms eJ¢9ignercerti(ir:.ttiun fnnri.cloC r
1 '
10 'd 2-920 2LZ 809 8NI2133NIDN38i' WO V0: eT OT0Z-9T-83Q
Town of Barnstable P#
Department of Regulatory Services
NAM r Public Health Division Date j o
200 Main Street,Hyannis MA 02'b01
Date Scheduled 1 J (1 Time_Aim
Fee Pd. —
Soil Suitability Assessment,�or Sewag r.e isnosal
?Performed By: Y(661tl 1-., 4 Ye_
E 1-T CSG Witnessed By: 6W.
LOCATION& GENERAL INFO TION
Location Address t� ,
16� go Mary ' j, Owner's Name &c1o"
C�/,,�,� ;l� Address sadvl e
Assessor's Map/Parcel: c
l 1 - Engineer's Name Cl�/}f W UGC C' tSC EvtSt/iEe;rn� H r,
NEW CONSTRUCTION REPAIR
Telephone# 5®6'2 73 -D 3 7 7
Land Use SAhsk z Family due(l�n� Slopes(%) 2_ 5 Surface Stones —
Distances from: Open Water Body ft Possible Wet Area
- ft Drinking Water Well ft
Drainage Way ft Property Line 7 10
ft Other — ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes)
fee a (��t�cl Pig
i
Parent material(geologic) 60A t''O5VI Depth to Bedrock7 1 q
Depth to Groundwater. Standing Water in Hole: 7 12 K b6 S Weeping from Pit Face 7 12 fi ko5s
Estimated Seasonal High Groundwater 7 1 2 b}� S
DETERNIINATION FOR SEASONAL HIGH WATER TABLE
Method Used: 1,i(ej 6tusctdattcd
Depth Observed standing in obs.hole: 7 (2 b in. Depth to soil mottles: '7
Depth to weeping from side of obs.hole: 7 1 2 in. Groundwater Adjusttneent
Index Well# — Reading Date: Index Well level s Adj,factor Adj.Oroundwater Level
Observation PERCOLATION TE ST bete !2-3-10 Thne /o R'1
Hole# Time at 9"
u
Depth of Perc 3.y -12
Time at 6"
Start Pre-soak Time @ 16' 2'A _ lime(9"-6")
End Pre-soak !C .3 A n
Rate MinJlnch 1 2
Site Suitability Assessment: Site Passed ye s Site Failed: Additional Testing Needed(Y/N) A
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted witbin 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:ISEPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole# 1
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
o i tenia Graven
-2v — — rt(
2�-36 13 F1- S -/0;r sA
3u �N C
DEEP OBSERVATION HOLE LOG Hole# 2-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsi ten % rave
F11
20—310 S
5G•-5Y C-1 L5 Qir r16 1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co i toGravel)
DEEP OBSERVATION HOLE LOG Bole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. 1
Flood Insurance Rate Man:
Above 500 year flood boundary No— Yes ._!:L
Within 500 year boundary No✓ Yeses
Within 100 year flood boundary No.:`� Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? e S
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on �d"�?- 9 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expertise at#expe 'e ce described in 310 CMR 15.017.
Signatureal- Date j 2-9-/Q
Q:\4.EP710PERCFORKDOC
TOWN OF BAR14STABLE
LOCATION , '� t�� - . SEWAGE #
a •
i VILLAGI-,2�Q,A� ASSESSOR'S� MAP & LOT
INSTALLER'S NAME & PHONE NO.
i
S9PTIC TANK CAPACITY/4 i20 ,J
LEACHING.FACILITY:(type)
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER'
a BUILDER OR OWNERS
DATE PERMIT ISSUED:
DATE COMPLIANCE.ISSUED_,•_��..
VARIANCE GRANTED: Yes
. s
I
i14�
t 4
• � j
i
LOCATION _ SEWAGE # �-7 1-S-"
VILLAGI's :-fir/ ASSESSOR'S MAP & LOTrp_�
4
77,
INSTALLER'S NAME & PHONE NO..�Lr 3
SEPTIC TANK CAPACITY����<-/
LEACHING.FACILITY:(Xype) . � d
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER ._
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED_���" -
4
VARIANCE GRANTED: Yes— No
��. lb
No..--. :..1. F>c$........$....2:.. 0
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
-------"-----"-"T own-------------OF........Ra-rn s t a b-l-e--------------------------------------------------
ApphrFatiou for Dispati al Works Towitrurtinaa amit
Application is hereby made for a Permit to Construct ( ) or Repair (XX an Individual Sewage Disposal
System at:
............1-6-6---Rall.ing1ii.t:ch...Raad... ent exyi.l Le...............................................................................................
Location-Address or Lot No.
............................................... ..................................................................................................
Owner Address
aJ.P.Macomber ......................................... ........•---------------------------------------------------------.....----------•----------------
Installer Address
UType of Building Size Lot............................Sq. feet
�., DwellingXX No. of Bedrooms....................3......................Expansion Attic ( ) Garbage Grinder ( )
P4 Other—Type of Building --------_---------.--_--- No. of persons............................ Showers ( ) — Cafeteria ( }
G�
d Other fixtures --------------------------------------------------------------------------------------------------------------------------------------------•------..
w Design Flow............................................gallons per person per day. Total daily flow.............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.---............ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.........---.---.... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by-------------------------•-------..... . -... ............... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit......--............ Depth to ground water.-.--.--------------_-_
4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 --------------------------------------------------------------------------------•---.......--------•.........................................................
ODescription of Soil...........................................................Sa Ld--•&---G-r-amel----------------------------------------------------------••-----.------
x
U ------------------------------------------------------------------------------------------------------------------------•-••--------------------...------------------------------------------------•----
w
UNature of Repairs or Alterations—Answer when applicable.................1.--1-QQQ---gall-nn---t-ank...........................
-----------------------------------------------------------------------------------------------•--•----------------------1-1.Q-Q-Q-,-seal_1.axt---P.z-t--------------............----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of i i t 11 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has beepI issue y e oard of I It
Signed. ^^^ e..�1. =-•--------------------- .....12/4/.8.8.......
Date
Application Approved BY...........��-'•�-•S� - _ " ..�•u���--�._........-•---------------•-- --•---..1�.-„---�"--��._. �I
Date
Application Disapproved for the following reasons-----------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------•----------------------------------------------------------------------------------------------------------------------
Date
PermitNo...... ------------------ Issued.......................................................
No..--A:...7.;Z.5- Fps....... ....2
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
--------. OF.........
Appliration for %spaaal Worse Towitrortion pumit
Application is hereby trade for a Permit to Construct ( ) or Repair (X� an Individual Sewage Disposal
System at
............ .Cif: _Z: t +.r r r ?...C �,trz r ?3.d.l e.......
Location-Address or Lot No.
........... 'T—� _. :'.=. :«' i tJ.i............................................... ......................................... ...•---•••-------........._--•-•---•--------••---
Owner Address
Instal Ier Address
Type of Building Size Lot............................Sq. feet
V Dwelling_,, No. of Bedrooms....................3.....................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons............................ Showers
a Other—Type g -------------•-•----------•- P ( )--- Cafeteria ( )
Otherfixtures -------------------------------------------------- ------._..
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area..........,---------sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by......................................................................... Date----------------------------------------
,� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-----------..........
._.
Test Pit No. 2:...............minutes per inch Depth of Test Pit.................... Depth to ground water........................
---•----•--------------------------------------------------------------------------------•---------•.........................................................
ODescription of Soil-----------------------------------------------------------� ...........................---•--••---•--•------
U ••••--•--•-----------------------•-•-----------•-•-•••---------•-•-•-•--•-------------..._...••---•--------•••---------•-------•-•-•-•--•--•--•-------•--------------••---•---•-•-•----••--•-----------
W
-------------------------------------------------------------------------------------••------------------------------------------------------------------------......................................
M. Nature of Repairs or Alterations—Answer when applicable.................. -1_��00__.r al_1c�1^i.__ta,Z`_b._.__._.______......_......
....................................................--------•----•-•-------------•----------..............................s-- ------ (-r,.1 3.Cl 3 t.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of:?T
p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued,by the board of health:
Signed� j � - / rf•i--�- . �', �£ :.---------••--•--•-•-•--- ......------ .te.........
Date
Application Approved By............ . ...._ l�.- ----;;7
Date
Application Disapproved for the following reasons-----------------------------------------------------------------------------------------------•-......-----••••.
.................•-•---•••---•---••-•--•----•-••---••---•--------•---••----•--•-----•--•...:•-------••-•.•------------------•-••---•-----•----•-•--•--•••••••---•--------•-----••------•----------------
(f Date
PermitNo...... ------------------- Issued.......................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Town >?a rynsta t)le
..........................................O F...............B...................................................................
(9rdifirttft, of TootpliFaurr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired
by........! ._P:1lacomh., .r
-------------------------------------------------------•-•-•---------------------------------------•------..................-•--•----------.....-•----•-•---------••------
_ In t ler
at..........L56 Roo 7 ir. tch Road CentervI e
--------------------•----------•------------•--------------------•----- •-•--•-•••----------------•-••--•---•••--•--------------•-•---••-•-•-•---•---•-----•-...--•-----•---••--
has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.......... dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY..
DATE....................... •--•----------•--------- Inspector.....................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
``77n
Try_rzr................OF.........B�rnst b1.e..._.....------•--•--.........--•--......_.. ZO .00
No.... FEE........................
�io�o,�atl or�o �oato�rioaT rroti�
Permission is hereby granted. t7.P.Maco-nber
-------•-------------•-----------------------------------------••----------------•----•---.......-----•...•---...-•--••-•......
to Cons rust ( k or Repair �X:� an IadividuaL Sewage Disposal System
R6 Ro liligHit _h Roa Cen -erville
atNo.................................................=..................••..............--•-•-----.----•-••-••-•---•••--••-----••-•-••••------••••••••------••••--•-•......---•-•---•-•••....._...
Street
as shown on the application for Disposal Works Construction Permit No&772,, -_ Dated..........................................
-----•--------------------•-- a ----------
DATE. / �,,-.-?• _ _ oard of Health
FORA 1255 HOBBS & WARREN. INC.. PUBLISHERS
TOWN OF BARNSTABLE r/(�
*LOCATION t(.oLQ L SEWAGE# ;�0(�
VILLAGE Ca;n ��� ASSESSOR'S MAP&PARCEL (ct Z 9
INSTALLER'S NAME&PHONE NO. �`e•�e w tc� �� �vt S�S �l 2 Sr l(� �-
SEPTIC TANK CAPACITY luuo Vk <V
I+ZU
LEACHING FACILITY.(type) (�V�r C 3 la 1 to (size) 1(4 .3 6 4 Z.y
NO.OF BEDROOMS
OWNER �c�vtc7 � -
PERMIT DATE: X 3 o COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility dvc.0 it Feet
Private Water Supply Well and Leaching.Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
III a? � �3t �!v• y
RZ 0-79 ' D2 .34.7
A 3 3�, o
-
3S Ll 3 �-
SLOPE 1 % PROPOSED PVC VENT.
T.O.F. EL.= 70.6 '�' INISH GRADE OVER D-BOX= 6 9.2 ± 4"SCHEDULE 40 PVC MIN FINISHED GRADE OVER BIODIFFUSERS= 6$.50 - 69.40' GENERAL NOTES
PROVIDE EXTENSION RISER SLOPE @ 2% MIN.
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE 3"OF F.G. (ONE PER ROW)
@ FND. EL, 69.7 ± F.G. OVER TANK EL. = 70.0± 5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
- _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
PROPOSED 4" 9"MIN. SEE NOTE 21 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
EXISTING 4" _ 36"MAX. 48"MAX. TOP OF SAS/B.O. = 65.40'
SEWER PIPE l i PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED.
" 3" DROP MAX " PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
6 3 2" DROP MIN 3 9 MIN.SLOPEQ 7% L x 29± JOINTS (TYP.) ELEVATION =65.40' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
10" 4 PVC IN FROM 1.33 } " 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" \-*67.5j'± SEPTIC TANK 4"PVC OUT TO 0 90, (TYP.) 10.75"(TYP) 16 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
• LEACHING FACILITY + 1 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
1
12" 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
�N
CONTRACTOR CONTRACTOR SHALL OUTLET TEE 66.50' MIN. 66,33� � 64.97' �-64.07' (laid flat) 2.875'(34.5")--)
SHALL VERIFY SIZE 48" VERIFY CONDITION OF 5 0, (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
R
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY (TYP.) MIN. 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE EQ'D
20.0' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 70.00' ESTABLISHED
- TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 58.83' BIODIFFUSERS (END VIEW) ON A NAIL SET IN TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 20 - BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
`CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR
SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 20 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER.
j 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. 13155 APPROPRIATE AUTHORITY.
INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE o ZONE 2 THEY SHALL WITHSTAND H-20 LOADING.
C.S.E. APPROVAL DATE: Oct. 1999
`~- C► ubI 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
* Lanil DATE: December 3, 2010
---.... TEST PIT#: 1 114. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP= 69.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ELEV WATER= < 58.83' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ti MAP 192 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PARCEL 91 + �" • . , PERC RATE _
w • d DEPTH OF PERC= 54"-72"
Q * . , ♦ 16. PROPOSED PROJECT IS LOCATED WITHIN:
a EXIST. DISTRIBUTION • j • . • • TEXTURAL CLASS: 1 ASSESSOR'S MAP 192 PARCEL 96
CY)CC14O BOX TO BE ABANDONED + r OWNER OF RECORD: BARBARA A. & DAVID W. BENOIT
C+ / �h
o MAP 192
m EXIST. 1,000 GAL. SEPTIC •` + • ` • " 0" 69.50' ADDRESS. 166 ROLLING HITCH ROAD
g I PARCEL 97 TANK TO BE UTILIZED AS • fr' • „ LO�' 1�+ •
CENTERVILLE, MA 02632
EXIST. LEACHING PIT TO BE PUMPED, FILL._.: � V J
a. WITH CLEAN COARSE SAND PER 310 CMR PART OF THIS DESIGN Fill
15.255(3)&ABANDONED (TYP OF 2) / ; • • # �• a + •
FEMA FLOOD ZONE C
�k_ FENC N7g' a • " • 28" 67.1T
ELIN 53gp„w Jrf , , . 4 *, B Fine Loamy OYr 5/6 and COMMUNITY PANEL# 250001 0015 C
Zv_
12g.55 �Benchmark / ti • • +i ` • 36" 66.50'
X�X GAS z r • . • • 17. DEED REFERENCE: DEED BOOK 24220, PAGE 184
Nail Set in Tree / o �X_ I w + . • • . . ,r • Loamy Sand
Ac
Elev. =70.00' ��p`�`x �' W '' ; • ' • ' . • 0 C-1 10Yr 5/6 18. PLAN REFERENCE: PLAN BOOK 236, PAGE 127
Approx. M.S.L. 1 r, N . • • ` 54" 65.00'
/ I a 000 • • • + 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
#166l z ,ay Perc
PROPOSED DISTRIBUTION BOX EXISTING W �}� O '`�m • . + ' ' '. • < 72" - 63.50' j 20- PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
70 3-BEDROOM / / �' N ' • , • ! FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
PROPOSED TOTAL 20 ARC 36HC (#3616BD) 15,p, � FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
DWELLING ,✓ W : �! �! ; • C-2 Coarse Sand
BIODIFFUSERS (H-20) IN A FIELD CONFIGURATION •
TOF = 70.6'± r
s # ' 2.5Y 6/6 21. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE
z \ APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7):
PROPOSED INSPECTION PORT WITH TP 2 ?6,p, o� � Q
ACCESS BOX TO GRADE (TYP OF 5) /' 69.50' o ti �� o Q (1.) A 1.0'WAIVER(3.0-4.0') FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM.
ti 0
PROPOSED 4" PVC VENT PIPE; TP 3/ / ��' LOCUS PLAN
EXACT LOCATION PER OWNER 69.50' 9/ 159 / B O p SCALE: 1" = 1000 128 58.83
MAP 192 / / MAP 192 N -Z o __ No Mottling, Standing or Weeping Observed
PARCEL 92 // / �0 co ? o DESIGN DATA TEST PIT DATA
PARCEL 96 LEGEND
15,000 S.F.t 2 / � `� PERC NO. 13155/ O 50xO EXISTING SPOT GRADE
CV) INSPECTOR: David W. Stanton, R.S.
N
EXISTING EVALUATOR: Michael Pimentel, E.I.T. - - 50 - - EXISTING CONTOUR
/' NUMBER OF BEDROOMS (DESIGN) 3 r� PROPOSED CONTOUR
2 \ z GARAGE ` � C.S.E. APPROVAL DATE: Oct. 1999
iw PAVED ORIVF�,AY / \�9 DESIGN FLOW 110 GAUDAY/BEDROOM DATE: December 3, 2010
/ TOTAL DESIGN FLOW 330 GAUDAY G/H/W EXISTING UNDERGROUND UTILITIES
TEST PIT#: 2
MAP 192 � � '� � ,� � � � 1 DESIGN FLOW X 200 % = 660 GAUDAY ELEV TOP= 69.50' GAS - EXISTING GAS LINE
USE EXISTING 1,000 GALLON SEPTIC TANK - < 58.83'
PARCEL 93 _ SWING-TIES SCALE: 1"=20' -W-W- EXISTING WATER LINE
Nag°53'40 69! ELEV WATER PERC RATE =
138 69, W DESCRIPTION HC-1 HC-2 DEPTH OF PERC TEST PIT LOCATION
=
� ; BIODIFFUSER CORNER(1) 62.4' 59.0' INSTALL 20 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20)
MAP 192 - � BIODIFFUSER CORNER(2) 51.6' 46.8' TEXTURAL CLASS: 1 O O O EXISTING 1,000 GALLON SEPTIC TANK
PARCEL 95 SYSTEM CAPACITY
/ BIODIFFUSER CORNER(3) 67.5' 38.3' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
/! (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 69.50'
BIODIFFUSER CORNER(4) 76.0' 52.4' (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY 13 PROPOSED DISTRIBUTION BOX
_ Fill
TOTALS: "
Q PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20)
HCA TOTAL NUMBER OF BIODIFFUSERS: 20 B 8 Fine Loamy Sand 67.17'
- TOTAL NUMBER OF COUPLINGS: 0 36" 10Yr 5/6 66.50'
TOTAL LEACHING AREA: 480.0 Loamy Sand
EXISTING TOTAL LEACHING CAPACITY: 355.2 C-1 10Yr 5/6 REV. DATE BY APP'D. DESCRIPTION
EXISTING
1)
3-BEDROOM 54" 65.00' PROPOSED SEPTIC SYSTEM UPGRADE
DWELLING
2 TOF = 70.6'± NOTE:
PREPARED FOR:
O EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE
z(0 z DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C_2 Coarse Sand CAPEWIDE ENTERPRISES
0 ow /
C� o I V "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 2.5Y 6/6
/ 2 W DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED
m FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. LOCATED AT
(4 4.41 166 ROLLING HITCH ROAD
NOTES: 3) CENTERVILLE, MA 02632
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
128" 58.83'
SCALE: 1 INCH - 20 FT. DATE: DECEMBER 9, 2010
EACH SEPTIC SYSTEM COMPONENT. 0 10 20 40 80 FEET
HC-
No Mottling, Standing or Weeping Observed ► _ ,/`
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE - f <<�� PREPARED BY:
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT RESERVED FOR BOARD OF HEALTH USE JOHNL. JC ENGINEERING, INC.
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF EXISTING CNURCHiLLJR. i 2854 CRANBERRY HIGHWAY
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. GARAGE ` o�a 807
a� � EAST WAREHAM, MA 02538
F��
3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE ZONE WATERSHED. SITE PLAN- - 508.273.0377
SCALE: 1"=20' / Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1916
J