HomeMy WebLinkAbout0038 CINNAMON LANE - Health 38 Cinnamon Lane
Oster.'vi11Ea
A 165 -- 026
TOWN OF BARNSTABLE
LOCATION�38 ^^ Z c ryt SEWAGE# a009" 2?0
lCsQlVI(,� bh
VILLAGE QS{onut ASSESSOR'S MAP&PARCEL /6S —c2(6
INSTALLER'S NAME&PHONE NO. 1 n YO 2
SEPTIC TANK CAPACITY 1410
LEACHING FACILITY:(type) 11+-IW �r D Ih�•C (size) jet 30
NO.OF BEDROOMS 3
OWNER SRaspyza
PERMIT DATE: $ 26 20 Oq COMPLIANCE DATE: �!_ 3 Lo ocj
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ,4 0 tl 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 `'j�o_5 L l t
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Fee
THE COk4j!ONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftphtatlon for 31118tloSal 6pstem ConstCUttlon VPrm t
Application for a Permit to Construct( ) Repair(>0 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. nnq-mon L4,q Owner's Name,Address and Tel.No.
I.O-f#2 io
Assessor's Map/Parcel d(o.-/z (. c7 rye
Installer's Name,Address,and Tel.No. C 4 jo.e w;d e Designer's Name,Address,and Tel.No.
(2a Box -7�,:) f� f� p ^� *7_85`d Cra.�,rd","
G T 3'_
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building S i..�c �i�+n�.� h No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 O gpd Design flow provided 3 ,4(,1, o 3. gpd
Plan Date '2 20 O Ci Number of sheets I Revision Date
Title 3 cl_wnla_v
Size of Septic Tank 15�1c7 CjYVL. Type of S.A.S. S. ire�c.�,e1
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 15-00/�.:rL d/ w h! �.-,3^ y
2-) S'rne-1.-IS �-Ci c.4 e 3 . 2 i?';111 l 3(e l C� 0 �i 0i1' �L�-O f
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' nealth. k,,,
Si d Date
Application Approve Date SJ
Application Disapproved by Date
for the following reasons
Permit No. - G 0 Date Issued
- ------Y�_--- - _-- -- -- -
"'.r.e""'�•wE.,..-..y,,L•✓►:f'`:R.+.*-r[*• +yr.` . - _:,.,....��*r_..._:,�.. ,_,,.;�...-F :.:.�.::�.__T:�*'4°eicifa•F6S[i.+varm.-�at.Ai...ia'"T.......>r„":.1_.rr,s:y"..F' ^''t-. .-- ,-�—=«u., :.,�T , --..Y'-:
No. le , s; Fee
THE CO ONlNEALTH OF MASSACHUSETTS. Entered in computer:
M PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE_, MASSACHUSETTS Yes
2pphcatlon for BIsposal bpstem Q Can 6- truction permit
Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3 n n 4 yh on 44-4 Owner's Name,Address,and Tel.No.
Lw tl 2 to v5'.ems.f fs2-
Assessor's Map/Parcel /(o S-12. (p 5 n n,j�
Installer's Name,Address,and Tel.No. e p jo e w;&e L'J trti,'(Je) Designer's Name,Address,and Tel.No.
GPiy+1 C/Lv� �t a -213—U31�
Type of Building:
Dwelling No.of Bedrooms 'Lot Size t/!o , 2 5 O sq.ft. Garbage Grinder( )
Other Type of Building S i n -e ('Pv i U No.of Persons Showers( ' ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 73 3 O gpd Design flow provided 3 '4 G •3 gpd
Plan Date 2 -Z-S - Z o O C, Number of sheets 0 Revision Date
Title �g (�ln wn yYw.
Size of Septic Tank 1500 C1✓1 t. Type of S.A.S. 1-b-W—t e.S S (C,nc.�e 1
Description of Soil
t
Nature of Repairs or Alterations(Answer when applicable) 1 5 60 S 4 f. A, 1-0 A) -,3,.,-r I 0
2.� S VY)- l
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 riot to place the system in operation until a Certificate of
Compliance has bee issued by this-B ar o-'flalth.
Sign d Date U (O
Application Approved Date
' r
Application Disapproved by Date
for the following reasons
Permit No. d G `"" � Date Issued '
- __-- - - -_ - -- - --------- - -- . --- - - -- - '- - - -- - - -----------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired X ) Upgraded( )
Abandoned( )by l�_.A04A I,Ck-t a pl-vS t .s (,(.C-
at �F 6 )7 f I a� ��Y�•f has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No!' 0(. "' ated1 � 1
Installer �f l7"%04 "�VD/)1-CS Designer �
J a
#bedrooms 3 Approved design flow i gpd
The issuance of this permit shall of�be construed as a guarantee that the system�l ctt'n,as/design
ed
Date �'J :Jot 017
Inspector f✓/.//'!,� .3 1 � /1/�1f1 )
e
w �� ---•------'------------------------Fee--------�-j --'------
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Misposa[ *pstrm Construction permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) I Abandon( )
System located at 3b 6 t/1 1 wi,"N tough e) S r"f''1'L.t l L! y
V
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.
y. Provided:Construction must be completed within three years of the date rof this permit
] /^ I P \
Date__ C !�to/cl� APP ed by _---
Town of narnstable
a Regulatory Services
Thomas F.Geller,Director
L awa UL&
Public Health Division
Thomas McKean, Director
200 Main Street,Hyannis, MA 01601
Office: 50$.862.4644
Fax. 5US.-t0-6304
I 6taller&Desiz]UT CertiflCStign Fgrtn
Date: 9-lW-G y
Aesigrler: Vic:- Em< �ot�a.<<n9 Toy
- IastAler: C el,� L;oii rfSP-S
Address: 29 Y CO'cYA- rr�llt��y'w„' _ Address: o t��x Z tv3
fast wnreLicrh h{/� oL�3 y� �`'� N✓�
0e 2-
UntA. t
.6V_�> was issued a penri t to install a
date --�
( ) (xnstallet) �-----
septic system at 3 __G`inn adncr t based on a design drawn by
(address) ,
dated- �,�5t s'>. LUo7
(designer)
_ I certify that the septic system referenced above was installed substantially according tc
the design, which. may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
1
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. of
certified as-built by designer to follow,
i "I eM
,.
talle�Siture�___
°
'Nil
A1P�7
(Designer's Si e) WEN osign's's auxp 1~iere)
E RET TO ST E P B H 'I' V CAN C I CA f;
F CO CE L 'i T g A .
BUILT CE T ST D SI
YOU.
Q Health/Septic/Designer Certification Form
Tr • _J 1 OCIA C 1 7 1?QC LlM T�W77M T M7'1 r 1.1-4 C-7_ OG1 F G1G17-4°T__J7C
TOWN OF BARNSTABLE
LOCATION ??
�1 �;ryltnra �h 'Cc",k SEWAGE# aQ09 - 2?J
VILLAGE�S{�nt,tl(g ASSESSOR'S MAP&PARCEL /(0 -ace
INSTALLER'S NAME&PHONE NO.
.
SEPTIC TANK CAPACITY
I
LEACHING FACILITY: 7
(h'Pe) lPt o j��.,C. (size) 3 X 30 I ;.
NO. OF BEDROOMS
i
OWNER
\l\sdloV%jv �.
PERMIT DATE. COMPLIANCE DATE: r1
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility G I
Private Water Supply Well and Leaching Facility(If Feet
any wells exist on
site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist within Feet
I
300 feet of leaching facility)
��tt Feet
FURNISHED BY_1.�.k,.e.,.✓r�.Qe �'�✓�.5 C..i t
I
N 9 L
Af a� y
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Town of Barnstable P#
Department of Regulatory Services
aARNsTABM Public Health Division Date 7
163a �� 200 Main Street,Hyannis MA 02601
Date Schedules! O o Tune Fee Pd.
Soil Suitability.Assessment for Sewage isposal `
Performed I By: ,Sc hv, L. 4,ur �
y G ch*(l 3C.` pis ,P•E, �.SC. Witnessed By: ,�
LOCATION& GENERAL INFORMATION
Location Address Owner's Name
J�3 Ci vt vi3F�►...rr� Ls+MAa d�n,h i1.sr�cYnT .. .
O S T--e(-z V.-t
Address
-
Assessor's Map/Parcel: 0 Z f1p Engineer's Name CAP,,o &,,k r y e3 C e t1$to e e;iyl)
NEW CONSTRUCTION REPAIR Telephone# L(2-1 5v8-273-0 377
Land Use -5 r(Oe ~rayni!y Slopes(g'o) 2-• - _
Surface Stones
Distances from: Open Water Body -- ft. Possible Wet.Area
ft Drinking Water We ft
Drainage Way ft Property Line ? t _ft Other
ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&,perc tests,locate wetlands in Proximity to holes)
i
Parent material(geologic) 6U�UICIstn. Depth to Bedrock ' 7 (2('0 Y s_S r
Depth to Groundwater. Standing Water in Hole: 12�„b Weeping from Pit Rpec 712�. S.•
Estimated Seasonal High Groundwater 7 12(o b5 Z
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: Rreo� btoszr�xs�iwt
Depth Observed standing in obs.hole: -7 12 , in, Depth to soil mottles: 7!2 b
Depth to weeping from side of obs.hole: ? 12 in,
in, GrnundwaterAdjustment ► ft.
Index Well# Reading Date: p Index Well level Adj,factor m Adj.Groundwater Level
Observation PERCOLATION TESL' wte a-ia-e 9 Time io
Hole# Time at 4"
Depth of Pere Time at 6 -
Start Pre-soak Time @ io:20 /( — 'rime(9"41)
End Pre-soak /b'Vi A H
Rate MinJlnch 2
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N
Original:'Public Health Division Observation Hole Data To Be Completed on Back -- ------
***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:\S EPTIC�PERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole# l
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
1 �i on i temZ, -Yo Gravely
' 0 -8 A LS i.0Y, 3/2.
-
3°" �b C-1 MS 2.5Y`/e
0-1V", C-2 MS 2,5Y71y -
DEEP OBSERVATION HOLE LOG Hole#_ 2-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
Consistengy- Gravel) ,
o-S A LS �d Y.3/2. _
$ 30f5LS lOi�S�b -
bo
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) -Mottlin
g (Structure,Stones,Boulders.
Con i to 3 vel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.)' (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. I
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 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? Ye.5
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on , (date)I have passed the soil evaluator examination approved by the
Department of Environmental Proteedi and that the above analysis was performed by me consistent with .
the required training,a per's and prierice described in 310 CMR 15.017.
ar
Signature F Date r 25 0 j
Q:\,S.E1yr1WERCFORM.DOC
TOP OF FOUNDATION= 100.9'± INISH GRADE OVER D-BOX= 99.5'± 4" GENERAL NOTE S
f- PROVIDE CONC. RISER WITH SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 99,�' - 99.8'
COVER OVER INLET&OUTLET
FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE TO WITHIN 6"OF F.G. INSPECTION PORT WITH ACCESS
aQ FOUNDATION = VARIES 99.6'± RISER TO WITHIN 6"OF FINISHED GRADE BOX TO WITHIN 3"OF F.G. CODE AND ANY APPLICABLE LOCAL RULES.METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
5"DIA. OUTLET(S)
------ - _ __ TRENCH)
20"MIN.ACCESS -_ - --- - _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER(3 TYP.) 36"MAX. (ONE PER
PROP.4"SCH. 40 9"MIN. ' I
DESIGN ENGINEER.
PVC SEWER PIPE 9" MIN.
» » 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PROP.4 SCH.40 � 36 MAX. 9 »MIN. ' SYSTEM UNLESS OTHERWISE NOTED.
PVC SEWER PIPE 36 MAX. TOP OF SAS/B.O. = 96.83
- MIN.SLOPE�1% 6" 3" 2"DROP MIN.
3"DROP MAX. 3" 9" - PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
"
JOINTS (TYP.) ELEVATION =96.83' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
�*9
a+ 10 14" 74" PVC IN FROM 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
�•4._- 6,$ SEPTIC TANK 4 PVC OUT TO 1.33 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
9 nITYP
6 TYP
EXIST. PIPE LEACHING FACILITY (TYP.)97-009 f 0.90, 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
I12" 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
48» OUTLET TEE 96.70 MIN. 96.53'
96.40' 95.50' (LAID FLAT) 2.875'(34.5")--1-----5.75'---I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
22"ZABEL FILTER MODEL#A1801-4x22 6"CRUSHED STONE 5.0' (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
(GAS BAFFLE ON BOTTOM) OVER MECHANICALLY 16.9'TO FND 11.50
(TYP.) ' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
COMPACTED BASE 5'MIN.
AND DESIGN ENGINEER.
6"CRUSHED STONE
5 OUTLET DISTRIBUTION BOX 30.0'(TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON AN ASSUMED DATUM OF 100.50 ESTABLISHED ON A
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE NAIL SET IN TREE AS SHOWN ON PLAN.
COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 89,50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL.
THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT I
LENGTH 10' 6' WIDTH 5' 8" DEPTH 51811
(Dimensions per Wiggin CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
MA)Pocasset,
`CONTRACTOR TO VERIFY THIS ELEVATION ?? SEPTIC TANK PROFILE Precast Corp., DISTRIBUTION BOX DETAIL 12 - ARC 36HC (#3616BD) BIODIFFUSERS TO THE DESIGN ENGINEER.
REPORT TO ENGINEER IF PiFFFaENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
_
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
-ti II • TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
NOTE: �'6C
` *#� • '• PERC NO. 12663 APPROPRIATE AUTHORITY.
f!
INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE 04
TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. !'W CI EVALUATOR: John L. Churchill Jr. PLS,PE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
O � �� /d � • 0 � C.S.E. APPROVAL DATE: Nov. 1997 THEY SHALL WITHSTAND H-20 LOADING.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE '� �+ • • • DATE: August 10,2009 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE N
CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. �,' // '� . • ' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
ELEV TOP= 100.00, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ♦ • REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ARE NOT CONSISTENT WITH TEST PIT DATA. = • * * ELEV WATER= <89.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
' •• ; PERC RATE _ < 2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
Go 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE i . a. , SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
Cn
zWATERSHEDS. ' DEPTH OF PERC = 30"-48"
g + * • , 16. PROPOSED PROJECT IS LOCATED WITHIN:
Li -i , } ,� ♦ • ( TEXTURAL CLASS: 1 ASSESSOR'S MAP 165 PARCEL 26
o_
! i0
al �'"r l
OWNER OF RECORD: JOHN R. &SANDRA L. DURANT
" ADDRESS: 38 CINNAMON LANE
A 0 Loamy Sand 100.00 OSTERVILLE, MA 02655
" 4 * LOC Si 8 10Yr 3/2 99.33
s
(�'``�► 1/ - -� ' k i� B Loamy Sand FEMA FLOOD ZONE C
MAP 165 ' 10Yr 5/6 COMMUNITY PANEL# 250001 0016 D
• ' ' 1 `2 30" 97.50' 17. DEED REFERENCE: LAND COURT CERTIFICATE 163605
LOT 25 Benchmark "�� {� '1' Perc
Nail Set in Tree 48" 96.00' 18. PLAN REFERENCE: LAND COURT PLAN 30384-D
Elev. = 100.50' _. .:" y /
a- I -� N82040100"Vy Assumed Datum , C_1 Medium Sand 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
�, 2.5Y 6/6
106.07,
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
LANDSCAPE " • � ` • ' �•: 60" 95.00' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
w q��q \> > MAP 165 j 0 .0
'" FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
i�o 0 0 <.. LOT 29 ` ♦ ` + ' �'::•.
TTIP
/ 1 �C, 12 0 C_2 Medium Sand
-100- .. V 1� 1� 100.0
2.5Y 7/4
� SJ5 PROPOSED INSPECTION LOCUS PLAN
' W ' CANOSCAP& EA
gREq o PORT (TYP OF 2)
W 23.3" "' o I SCALE: 1"= 1000' 126"1 1 89.50'
1
No Mottling, Standing or Weeping Observed
�\ 021 PROP. TOTAL 12 ARC 36HC BIODIFFUSERS
Q \ 1 EXISTING \ i (6 BIODIFFUSERS EACH TRENCH) DESIGN DATA TEST PIT 6DATA LEGEND
3-BEDROOM o PERC NO.
DWELLING s.s PROPOSED DISTRIBUTION BOX INSPECTOR: David W.Stanton, R.S. 50xO EXISTING SPOT GRADE
\ TOF = 100.9'± O p_ NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: John L. Churchill Jr. PLS,PE '
DESIGN FLOW 110 GAUDAY/BEDROOM -
EXISTING CESSPOOL (APPROX. LOC.) C.S.E.APPROVAL DATE: Nov. 1997 - 50 - - EXISTING CONTOUR
,(V ' �� ��.,� C/O TO BE PUMPED, FILLED WITH CLEAN TOTAL DESIGN FLOW 330 GAUDAY DATE:
August 10, 2009 50 PROPOSED CONTOUR
\ �',i SAND AND ABANDONED (TYP OF 2) DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT M 2
J U
m PATIO �� PROPOSED 1,500 5) 6) USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 100.00, E/T/C EXISTING UNDERGROUND UTILITIES
a I GALLON SEPTIC TANK
1 ELEV WATER= <89.50' W W-- EXISTING WATER LINE
W KID PROPOSED 90- LONG SWEEPING
Z PAVED DRIVE / o BEND w/ CLEANOUT TO F.G. PERC RATE_ TEST PIT LOCATION
CO a INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERS
GARAGE /��� / o C-1 DEPTH OF PERC = ( CP
EXISTING CESSPOOL
CO .�� U) SYSTEM CAPACITY TEXTURAL CLASS: 1
ItI ( / PROPOSED 1,500 GALLON SEPTIC TANK
Z \ /00_ #38 (TOTAL L.F. OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD
EXISTING 4) 3) (60.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHING/DAY 0" 100.00, PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
j \ 3-BEDROOM A Loamy Sand
Q
�/ � `�-gg__ MAP 165 � DWELLING 10Yr 3/2
O � TOF - 100.9'± O g^ 99.33' ❑ PROPOSED DISTRIBUTION BOX
TOTALS:
p Loamy Sand
LOT 26 1O B Q PROPOSED ARC 36HC(#3616BD) BIODIFFUSER
p 16,250 S.F.± ; 10Yr 5/6
D ��3 C-2 1) 2) TOTAL NUMBER OF BIODIFFUSERS: 12 " ,
W TOTAL NUMBER OF COUPLINGS: 0 30 97.50
TOTAL LEACHING AREA: 468.0 SQ.FT. REV. DATE BY APP D. DESCRIPTION
TOTAL LEACHING CAPACITY: 346.3 GAL./DAY -.-
Ng C-1 Medium Sand PROPOSED SEPTIC SYSTEM UPGRADE
o
s MAP 165 NOTE: 2.5Y 6/6
483�'On LOT 110 EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE 60" 95.00' PREPARED FOR:
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CAPEWIDE ENTERPRISES
GARAGE "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO
ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST
MODIFIED OCTOBER 30, 2008). TRANSMITTAL NUMBER=W000052. LOCATED AT
Medium Sand
SWING-TIES (scale: 1"=20') C-2 2.5Y7/4 38 CINNAMON LANE
OSTERVILLE, MA 02655
DESCRIPTION HC-1 HC-2 -- --- -- --- - -- -- - -- - - - - - -- �
SCALE: 1 INCH = 20 FT. DATE: AUGUST 25, 2009
SEPTIC COVER IN (1) 28.0' 20.0' 1 6 89.50 0 5 20 40 80 FEET
No Mottling, Standing or Weeping Observed IMC
SEPTIC COVER OUT(2) 33.4' 26.3'
JOHN L. °a PREPARED BY:
BIODIFFUSER CORNER(3) 36.2' 43.5' RESERVED FOR BOARD OF HEALTH USE CHUR HILL JC ENGINEERING, INC.
L
BIODIFFUSER CORNER(4) 25.4' 34.8' t80 2854 CRANBERRY HIGHWAY
BIODIFFUSER CORNER(5) 30.7' 60.2' EAST WAREHAM, MA 02538
SITE PLAN 508.273.0377
BIODIFFUSER CORNER(6) 40.2' 65.6' Drawn By: MCP Designed B MCP Checked B JLC JOB No.1669
SCALE: 1" =20' y: Y