HomeMy WebLinkAbout0043 SOUTH FIELD LANE - Health 43 Southfield Lane -
Osterville
A= 165-054
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TOWN OF BARNSTABLE
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LOCATION 43 5cV+t e o�2- 031
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++ SEWAGE# AIC%11 FaVIC0
VILLAGE 05t_V1V t I`e_ ASSESSOR'S MAP&PARCEL 165 9-4 _
INSTALLER'S NAME&PHONE NO. �c �taJ to ��TerPris'eS LLB. �Q� }}�yt�
SEPTIC TANK CAPACITY l 600 al I
LEACHING FACILITY:(type) ARC 36 1{c, -do (size) 50, XjV-, 775'
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NO.OF BEDROOMS 6
OWNER Phi ha Al t�
PERMIT DATE: COMPLIANCE DATE: 3 /�
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility , E�x o„itl�fcll'eet
Private Water Supply Well and Leaching Facility(If any wells exist on �/
site or within 200 feet of leaching facility) Al 1 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) AV ./®,6' Feet
FURNISHED BY 64 ftw i r,� Cy r P j�S L-
5I° 6
A-4=103.3' Pd♦
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No. (� .o 1-D3 1 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in co putt
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpfiLAtlon for aispo8AY 6pstrm CoICBtCULtion i3Prmit
Application for a Permit to Construct( ) Repair(V4 Upgrade( ) Abandon( ) LF Complete System ❑Individual Components
Location Address or Lot No. c� ;(., .(' �� ��:,� Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel r.St-�'✓i,.i�� �(v �,e._
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
4►li��i..y:�9..a a.=h �,.P�l,,;z.Yej a.L, t�..,,:cz-a..►,ry,
Type of Building:
.a-
Dwelling No.of Bedrooms C) Lot Size 44 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ((plD gpd Design flow provided ' 0 gpd
Plan Date - Za i y(+ Number of sheets Revision Date
Size of Septic Tank 54k)t. Type of S.A.S. 5*1;,& J ,,,S J, (46 AAL3 ,'i�(,
Description of Soil
hn, lw -3o
Nature of Repairs or Alterations(Answer when applicable)"�FL!s -? 73V1C
Date last inspected:
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 Health.
Si Date ; (o—7-EY Z
Application Approved by Date — Z.
Application Disapproved by Date
for the following reasons
Permit No. l r 0 Date Issued C� "(� 2
d _
Ilk
No. g o '.- - t/J ' Fee OJ
THE COMMONWEALTH OF&ASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -;.'TOWN OF BARNSTABLE, MASSACHUSETTS
plitation for Misposal *pstem,Construction Permit
Application for a Permit to Construct ' ) Repair g), Upgrade( ) Abandon( ) NqComplete System ❑Individual Components
Location Address or Lot No. ra u�; �; i L ame. Owner's Name,Address,and Tel.No.to t
Assessor's Map/Parcel ° ;t ti �(o j S-y �!Y�
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
6 ��
Dwelling No.of Bedrooms ip Lot Size 1 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures -
Design Flow(min.required) (a(olD gpd Design flow provided ri 10 . y gpd
Plan Date cD--3 -Z J I-(^ A Number of sheets Revision Date
Title L`l
Size of Septic Tank [Soo Gr 0)L Type of S.A.S.
r:
'• Description of Soil
-- tP 1 it 3o'
Nk
' Nature of Repairs'or'Alterations(Answer when applicable) 1 -j � L Tk,4, fi�) D- ,3 oy,
40 )
Date last inspected:
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 Envirohmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. r�
' Signe DateZ-
Application Approved by 2 Date D� -/2
Application Disapproved by Date
for the following reasons
Permit No._ 2 0/a .-(7 3/ Date Issued C)
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( )
Abandoned( )by
at "Al you i�i A!!S�_z LA--#- Q5rf_4vi 1L,,,. has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. IJ -03/ dated .2161 z
Installer Designer .�. �v! �h,Gt✓i,•�
#bedrooms `S 1 Approved design flow G /1/ and
The issuance of this permit hall. of be construed as a guarantee that the system,wfthction as designed _� �_ _ U
Date r � Inspector �!/G-� ,I ,� J. �7( �
! _ ,
:�-- --------------.----------------- ---
No. )0 0 ( Fee /a/
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposat *pstem Construction permit
Permission is hereby granted to Construct( ) Repair(/), Upgrade( ) Abandon( )
System located at 3 56,,—H e`C.)j (.o,",:r o<ne i-k v i L
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
must be completed within three years of the date of this perlt..
Date / / ! Approved by /�
(�nf j•F�f Sa' I f �P JU!J S4f
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Town.of Barnstable
Regulatory Services
Thomas F. Geiler,Director
` ^'MASS Public Health Division
y Mi►88.
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erfo ,�e Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 3'9-l 2 Sewage Permit# Zv 2- ®3► Assessor's Map/Parcel o
Installer& Designer Certification Form
Parc el Y
Designer: SL Eof oneec(f) , -rV1C. Installer: C-00e- icy E,1EeCec(se5
Address: 2854 e ccxn�necf� �`ti�"w°� Address:
r�sl Wac�nurn t1A 02539
508 273 b377
On Z. C,n,��, .�;cQR E��cr���t� was issued a permit to install a
(date) (installer)
septic system at y 3 Svukh T(e14 C-atn e,- based on a design drawn by
(address)
C EnSineecin5 ,=�nc_ dated Febcunry 3 2ot 2
(designer)
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 the soils
were found satisfactory.
✓ I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in.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.
OF
f JOHN L.
F CHURCFILL
(Inst ler's Sign ure) ;VIA
- 41E0
esigner s Signature (Affix De gri Here)
P ASE RETURN TO ARNSTA.BLE PUBLIC HEAL DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION
THANK YOU.
gAoffice formsWesignercertification form.doc
oar
Town of Barnstable P#
Department of Regulatory Services
. a eaaivav►.,s.
' Public Health Division Date
200 Main Street,Hyannis MA 02601
Date Scheduled L' V Time �D Fee Pd.-
Soil Suitability Assessment for Sqjvqge Disposal
�iJA I e-rMevt-V(
Performed By: Witnessed By: IPA .
1
LOCATION& GENERAL INFORMATION-
Location Address q Owner's Name
scvT4, �ce�a O S-t�_uTiu�
Address •V) WtO,41u Srr,
Assessor's Map/Parcel: ((0 5"_ 0 S� Engineer's Name C.VW,Q4 3 C.CVoce re&S
NEW CONSTRUCTION REPAIR v Telephone# q-?-7 89-1-Z 500-273-63�7
Land Use: fOMi ly d&Jt((i'YL Slopes Surface Stones
Distances from: Open Water Body -lid ft Possible Wet Area 71 d4' ft Drinking Water Well ft
Drainage Way `" ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands In proximity to holes)
1
Parent material(geologic) DukunS� Depth to Bedrock
Depth to Groundwater. Standing Water in Hole Weeping from Pit Face
Estimated Seasonal High Groundwater '(�jU (05 S
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: 7130
Depth Observed standing in obs.hole: _ __ in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in, -Groundwater Adjustment -•11t.
Index Well# Reading Date: — Index Well level r Adj,factor. Adj.Groundwater level„Z,
PERCOLATION TEST bate !�2-r2 Time oa!,Y
Observation
Hole# , 2— Time at 9"
q
Depth of Pere 36�-5Y 3�l''y� Time at 6
Start Pre-soak Time @ A)-b awl ib:35atm 7ime(9"-6")
End Pre-soak
Rate MinJlnch L 2. 4.2-
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) /V
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
L
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:XSEPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole# J ' 3
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders.
ConsistenCy.%Graven
12-3b j S P(9 rl-r J114 -
36-i3o C Ns Y6/b M5B
DEEP OBSERVATION HOLE LOG Hole# Z. it y
Depth from Soil Horizon Soil Texture ,. t_. Soil Color .,r Soil - Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsis en %Grave
S
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%Oravell
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color . Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency.
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes ,
Within 500 year boundary No Yes
Within 100 year flood boundary No.: Yes
Depth of Naturallv 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? P-5 _—
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on Ib-27'9.°/ (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 and expert described in 310 CMR 15.017.
Signature
Date 2-3—a
Q:\.S.EPTICVERCFORM.DOC
TOWN OF BARNSTABLE
t✓ 1..0 Nr�. UNDERGROUND FUEL AND .CHEMICAL STORAGE SYSTEMS
ASSESSORS MAP NO. ���� PARCEL NO. V�
ADDRESS: 43 South Field Lane VILLAGE. -Osterville
NAME I .: Philip._M. Boudreau
CONTACT PERSON same as above PHONE -NUMBER 775-1085 (W) :
LOCATION OF TANKS: CAPACITY: TYPE OF' FUEL. AGE: TYPE: LEAK
OR CHEMICAL: DETECTION
Front yard 1)000 gal . oil 24 SYSTEM:
DATE OF PURCHASE OF. EACH: 1. 2. 3. 4. 5.
DATE OF FIRE DEPARTMENT PERMIT: C/O Fire District advises, no records available
TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS
PLEASE PROVIDE A SKETCH SHOWING TIIE LOCATION OF TANKS ON THE BACK OF THIS CARD.
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4"SCHEDULE 40 PVC MIN. SLOPE 1 % VENT WITH CHARCOAL - G E N E RAL NOTE S
TOP OF FOUNDATION = 27.4 ± INISH GRADE OVER D-BOX= 26.7 ± FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS= 27,26 26,76
PROVIDE EXTENSION RISER SLOPE @ 2% MIN.
WITH COVER OVER INLET& INSPECTION PORT WITH
FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER RISER TO WITHIN 6"OF FINISHED GRADE 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
OUTLET TO WITHIN 6
FINISHED GRADE ACCESS BOX TO WITHIN 3"OF
"OF F.G. 26.6'+ F.G. (ONE PER OUTER ROW) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = VARIES 5" DIA. OUTLET(S)
CODE AND ANY APPLICABLE LOCAL RULES.
-
20"MIN.ACCESS 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
___ ___ _ ___ ___._----- _--------_---_--
COVER(3 TYP.) 9"MIN. - i 36"MAX. DESIGN ENGINEER.
PROP. SCH.40 9"MIN. 9"MIN.
PROP. SCH.40 36"MAX. 36"MAX. TOP OF SAS/B.O. = 24.26' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER PIPE 4"PVC TEE
PVC SEWER PIPE , SYSTEM UNLESS OTHERWISE NOTED.
�-� (24.07 )
MIN.SLOPE @1% 6" 3" 2" DROP MIN. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- 3" DROP MAX. 3" 9"
MIN.SLOPE 1% L - 3'± JOINTS(TYP.) ELEVATION =24.07' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
*25.00' 10" 4" PVC IN FROM 1.33' t 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
(25.52')(25.06') 14" 24.15' SEPTIC TANK 4"PVC OUT TO 0�, (TYP.) 10.75"(TYP) 16 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
LEACHING FACILITY + 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
( A ) ( B ) (24.28 )
q q
24.40' 4$ OUTLET TEE 24.10' MIN. 6 23,93' (23.72') 23.83' 22.93' (laid flat)(22.74') 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
" (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
(24.40') GAS BAFFLE (23'90') 6"CRUSHED STONE (23.64') (TYP ) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
OVER MECHANICALLY 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
26.1'TO FND COMPACTED BASE REQ D
40.0' AND DESIGN ENGINEER.
6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 36.00' ESTABLISHED
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= *6.3'± BIODIFFUSERS (END VIEW) ON A NAIL SET IN A 17" PINE TREE AS SHOWN ON PLAN.
COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) " based on water elevation of North Pond; also g.w. el.<5.0'± THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
BY ADVANCED DRAINAGE SYSTEMS er Town of Barnstable 1992 Groundwater Contours Map
LENGTH 10'-F'' WIDTH 5�-8" DEPTH 6-87 (Dimensions per Wiggin CROSS SECTION VIEW �'�+ INC.))GG r 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
"CONTRACTOR TO PROVIDE INTERIOR SEPTIC P T�C TANK PROFILE Precast Corp., Pocasset,MA) DISTRIBUTION �®� D ARC H C �CJ� �B D� BIODIFFUSERS �H w 2 0} TO THE DESIGN ENGINEER.
PLUMBING MODIFICATIONS TO EXIT DWELLING ; 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
AT THIS ELEVATION AND AS SHOWN ON PLAN NOT TO SCALE I NOT TO SCALE NOT TO SCALE
_ - - - ---- �- --- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
AS-BUILT SWING TIES w �� TEST PIT DATA TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
N / PERC NO. 13524 PERC NO. 13524 APPROPRIATE AUTHORITY.
8200 ` DESCRIPTION HC-1 HC-2 INSPECTOR: Donald Desmarais INSPECTOR: Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
I SEPTIC COVER IN (1) 36.5' 50.5' EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
•- "`• � THEY SHALL WITHSTAND H-20 LOADING.
C.S.E. APPROVAL DATE: Oct. 1999 C.S.E. APPROVAL DATE: Oct. 1999
SEPTIC COVER OUT(2) 39.6' 57.4' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: January 19, 2012 DATE: January 19, 2012
DISTRIBUTION BOX(3) 43.2' 63.2' ,.-.
TEST PIT#: 1 TEST PIT#: 3 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
nTTA
INSPECTION PORT(4) 73.9' 103.3' * MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
�� ELEV TOP= 37.00' ELEV TOP= 37.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
MAP 165 ' INSPECTION PORT(5) 78.9' 100.0' • li ELEV WATER= <26.17' ELEV WATER= <26.17' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
1 w • • . 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
Z 3� PARCEL 54 PVC VENT PIPE(6) 72.3 108.0 • s PERC RATE _ < 2 min./inch PERC RATE_
i y,\ ' ' • 'C SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
-W---- 96,800 S.F.± / ti 4 JF 6A
�� �y a ,, Q DEPTH OF PERC= 36"-54" DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN:
/ p�UE�O LU ± o� ram` • TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 ASSESSOR'S MAP 165 PARCEL 54
/ o I ' ' ' a' I I m I LOCUS OWNER OF RECORD: PHILIP M. &MARK H. BOUDREAU
N FIE / y �1 I II ii * ! l!
SOv� gyp/ � � m 1 1 1 w I _ - ADDRESS: 43 SOUTH FIELD LAND
0" 37.00' 0" 37.00'
L�36 No I \ I t r • A Fill Fill OSTERVILLE MA 02655
R, �A' y / I ' N ♦ ♦ ♦ 12" 36.00 12" 36.00
�49 / p g Loamy Sand g Loamy Sand
J .".. . 10Yr 5/6 10Yr 5/6 FEMA FLOOD ZONE C
age " " COMMUNITY PANEL# 250001 0016 D
�' 36 34.00 36 34.00
39� / 1 �oJ / /pRAI ptpE v`dF- i� I ►' ,� ' • • • •• ' ' :r Perc 17. DEED REFERENCE: DEED BOOK 25438, PAGE 183
.
..
_ * 1 '� Y` .•.:'• 54" 32.50'
~- ., 18. PLAN REFERENCE: P.B. 182, PG. 17
TP 1
37x / I Z
�' \ CA BASIN/ y O I Q „':' G 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
qAA TP 3 / / ( ( / m �' '
c A� .QO I / 1 / I ( yp11 p ;?r ► 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
�y�-` 37x0' _ ♦ _.R C Medium Sand C Medium Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
TP 2 5y c -O ti, �' . ,. 2.5Y 6/6 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
OGL TO 34 0 _ Fz' / ' \ ( ///� II O ,. (loose) (loose)
\c TPA✓ ,N / t \ \ ' I+
\ �x0' �;. � REE (TYP.
1 LOCUS PLAN
\ a 36 � ----� ,�• � / PAVED DRIVEWAY ' m
RFC _. � � l � 1 � � � � o
C / ERtrF 5 LSA ' ' M SCALE: 1"= 1000'
3 o( r BORDERING VEGETATIVE ' ��.� t m0 130" 26.17' 130" 26.17'
C / M _ WETLANDS FLAGGED BY/` / _n No Mottling,Weeping or Standing Observed No Mottling,Weeping or Standing Observed
DAVID PICHETTE WESTPORT, MA-- ' O _
�34 Benchmark " \ 3) _ LSA � ' ' ` ' '
Nail Set in 17"Pine (4 a I ` DESIGN DATA TEST T DATA TEST PST DATA LEGEND
Elev. =36.00' c 2 2 SLEEVE SEWER PIPE 10 FEET ON ' I PERC NO. 13524 PERC NO. 13524
\ Approx. M.S.L. (6 )/ \ I HC-2 EACH SIDE OF WATER CROSSING 50x0 EXISTING SPOT GRADE
\ / I I I ' INSPECTOR: Donald Desmarais INSPECTOR: Donald Desmarais - - 50 - - EXISTING CONTOUR
-- ...�-; --- O 1) L.P. y GARAGE
wNI OAS "" �. I I `F�:3A EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T.
\ /100 6 AS-BUILT NT PIPE - I NUMBER OF BEDROOMS (DESIGN) 6
32 �° N I \ C.S.E.APPROVAL DATE: Oct. 1999 C.S.E. APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE
AS-BUILT / DESIGN FLOW 110 GAUDAY/BEDROOM January 19, 2012 January 19 2012
AS BUILT INSPECsTlO PORT / D-BOX S TOTAL DESIGN FLOW 660 GAUDAY DATE: rY 2 DATE: ry 4 50 PROPOSED CONTOUR
WITH ACCESS BOX TYF•2 / I TEST PIT# TEST PIT#:
( �` ) \ / _ -_ I - C EXISTING UNDERGROUND CABLE
DESIGN FLOW X 200 % = 1,320 GAUDAY
_ k CID � ELEV TOP 36.00' ELEV TOP 36.00'
�\� E/ EXISTING ELECTRIC AND TELEPHONE
5 gVW OFFSE� �- ���P K " `-w- INV.- ' \ USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV WATER- <25.17' ELEV WATER= <25.17'
�- 24_ �--'�' '� "` F` 2g '`s 25.00' 1 \ WF-2A \ W- ----W- EXISTING WATER LINE
---- -- ---_ O \ PERC RATE _ <2 min./inch PERC RATE _
AS-BUILTTOAL 4D-ARC-16HC.�#3616BD) H-20 \ HC-1 INV.- 25.00' ("B") #43 - -' , DEPTH OF PERC= 30"-48" DEPTH OF PERC = TEST PIT LOCATION
-----20- BIODIFFUSERS IN AFIELD CONF(Gd�RAT1ON.__ �' EXISTING \ \ INSTALL 40 - ARC 36HC (#3616BD) H-20 BIODIFFUSERS
---_ l \ \ TEXTURAL CLASS: 1 TEXTURAL CLASS: 1
_ CP ACU PAD 3-BEDROOM - _ / ) ) O O O AS-BUILT 1,500 GALLON SEPTIC TANK
-7- DWELLING 2 / SYSTEM CAPACITY
OFFSE�--� TOF = 27.4't 2 -
50, By AS-BUILT Tt,5&0 GALLON SEPTIC TANK DECK RET.WALL / / / AS-BUILT 4"SOLID SCHEDULE 40 PVC PIPE
�----16- -„ --c"�� _ S P / / (TOTAL L.F.OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 36.00' 0" 36.00'
XIST. CESPOOL TO BE PUMPED, FILLED LP (200.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 710.4 GAL. LEACHING/DAY Fill Fill
`y ,/ / 12" 35.00' 12^ 35.00' ❑ AS-BUILT DISTRIBUTION BOX
-14 - -WITH CLEAN COARSE SAND PER 310 CMR �20 /
15.255(3) &ABANDONED (TYP OF 2)-J g Loamy Sand g Loamy Sand
/ / TOTALS: 10Yr 5/6 10Yr 5/6 � AS-BUILT ARC 36HC (#3616BD) H-20 BIODIFFUSER
\ - -12- - _ \ / TOTAL NUMBER OF BIODIFFUSERS:COUTOTAL NUMBER OF PLINGS: 0 30" 33.50' 30" 33.50' ( ')
gg.87 ACTUAL ELEVATION AS-BUILT"
_EXIST. LEACHING PIT TO BE PUMPED, FILLED / TOTAL LEACHING AREA: 960.0 Perc
\ / TOTAL LEACHING CAPACITY: 710.4 48" ' ` 32.00' REV. DATE BY APP'D. DESCRIPTION
-� �-- WITH CLEAN COARSE SAND PER 310 CMR � /
� 15.255(3)&ABANDONED (TYP OF 2) "AS-BUILT" SEPTIC SYSTEM
f \ \ � ` � / � PREPARED FOR:
BVW-8B / NOTE:
B Q B\ \ \ \ Medium Sand Medium Sand
\ „#* \ ` EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE C C
BVtii E _BVW-6g_ \ / / 2.5Y 6/6 2.5Y s/s ,�NT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER /� n CAPEWIDE ENTERPRISES
8 \ \ \ \ �14 / "MODIFIED DEPARTMECERTIFICAT ON FOR GENERAL USE" ISSUED TO ADVANCED (loose) (loose) AS-BUILT
_ ,.�'"� PLAN
BVW-10B / - - "� 5B \ _ DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED LOCATED AT
el % / COLEMAN'S POND EDGE OF POND \ / JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052.
/ \ \ g \ / 43 SOUTH FIELD LANE
WATER ELEV. = 5.4'±
�. SCALE: 1 INCH = 20 FT. DATE: MARCH 9, 2012
NOTES: \ --gVW-3g� 130" 25.17' 130" 25.17'
0 10 20 40 80 FEET
No Mottling,Weeping or Standing Observed No Mottling, Weeping or Standing Observed
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. BORDERING VEGETATIVE �' \ of mlgss9c
-. - - ----- - - -- -------- - ------- ------------ -- - PREPARED BY:
WETLANDS FLAGGED BY \�
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING SYSTEM TO DAVID PICHETTE WESTPORT, MA� \ BVW_2g l RESERVED FOR BOARD OF HEALTH USE JOHN L. JC ENGINEERING INC.
ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF \ is CHURCHILL JR.
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ALSO, CONTRACTOR SHALL EXCAVATE A TEST PIT IN CIVIL 2854 CRANBERRY HIGHWAY
THE LOCATION OF THE PROPOSED SAS AT TIME OF INSTALLATION TO ENSURE NO GROUNDWATER IS ENCOUNTERED EAST WAREHAM, MA 02538
ABOVE EL. 17.93'. �i 'F ci
SITE PLAN 508.273.0377
3. ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED. SCALE: 1"=20' Drawn By: DDS/MCP Designed By:MCP Checked By:JLC JOB No.2127