HomeMy WebLinkAbout0190 HIGHLAND DRIVE - Health 190 Highland Drive
Centerville
A= 190 - 122
S M E A D
No.H1630R
UPC 10259
smead.com • Made in USA
TOWN OF BARNSTABLE
1
LOCATION 1 /q 01��IUIZ SEWAGE# �
VILLAGE Caa.(�Q�r���.� ASSESSOR'S MAP&PARCEL e�
INSTALLERS NAME&PHONE NO. AWA"�Ste-1
SEPTIC TANK CAPACITY a0 Ctpr 1
LEACHING FACILITY:(type) r606il r—A t, a size) 42 X1 .2,
NO. OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 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
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FURNISHED BY ,-W
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
122 -PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
.�l
RpPrtcatton for DtoogaY *pg;tem Cow5tructtott Permit
Application for a Permit to Construct( ) Repair({r Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. t Qn l-{C4 {U 6KQ _U k"AE Owner's Nqne,Address,and Tel.No.
L' E1,rmiz,y;11 t%t%4h-RD3i1,11.HAM SQ8•�j�j(-96s6
Assessor'sMap/parcel \ l�o bl�i:Nl.AMD �Q
q�1 l CELYZ6 .Wz
Installer's Name,Address,and Tel.No., Y� Designer's Name Address and Tel.No.
3.C,i u.GsacCeRY'► G, ACC
811 �1 a�c 8C_ O i:R�,Y II o2T rrsli wC CNIta ttAujAK t�i l.��A. y 03
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 1 sq.ft. Garbage Grinder (Aft)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 33 6 gpd Design flow provided 331-9 gpd
Plan Date u in_ S,a(D 6 Number of sheets �, Revision Date
Title
Size of Septic Tank /SOD GA�- Type of S.A.S. 2- JVO 641. CltAWILLMS
Description of Soil R.S oe.- d 0� cr e, d1[6L\,
Nature of Repairs or Alterations(Answer when applicable)�i. -t�,L( eXi i i� Ccss of•f- i G - s LS�a
o i— -Sbo Pr , t� G�c S V w w vac C
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.
Sig Dater
Application Approved by- Date
Application Disapproved by: Date
for the following reasons
Permit No. 9196& Date Issued _ _-
1 ti
R20
No. . tom.._ ..i. Fee
HE COMMONWEALTH OF MASSACHUSETTS
Entered'in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for dig opal * .5tem CCon5truction 30ermit
Application for a Permit to Construct( j Repair
p (k<Upgrade( ) Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. k C(CU l-(l G H(J fi At J Iv r=
Ti� Owner's Name,Address,and Tel.No.
C,Ekiti?V 1LC "�CNg2.J��U1 1CHHM SV8
Assessor's Map/Parcel
Solt
Installer's Name,Address,and Tel.No. , y d' Designer's Name,Address and Tel.No.
^mac `�l,�c,ilLrSTF_� 55d� Gr"I =e,?�rlG, i,��.
S ?3-
��Sti N,5t.—I1y i
PWVI�
Type of Building: i
Dwelling No.of Bedrooms Lot Size (� sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow,(min.required) 33 o c god Design flow provided 331 a S god
Plan Date U(", S'3 u04 Number of sheets Revision Date
Title
Size of Septic Tank /.SUCH �'yal. TypeofS.A.S. a ` -500 GAI. ClTra4,dlm-s
Description of Soil A S U;c, a n ,. (A In,
i
Nature of Repairs or Alterations(Answer when applicable) ..tr`;gi�,t( X ;'t o,\ 7(,U �e-!1,
S000r\,, DcIl-CtkN r,81•10c1
1
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 Heaf�lth.
Sid!S A Date SPT ?� a U6
_� �J' ;
Application Approved by /.• / U Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued /7
I� —————— —————— —————————————— — ————————————
. 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 S MU 2 k_1 t it;z
at \ Ca u c Kl. Arm �Cl .,e C 'Yi 1 r=,;v l)C has been constructed• a co dance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer,\icv< �= r�0.CC, Designer '. , rxtCiti.l�=latiit(,
#bedrooms Approved design flow 3"M S god
The issuance of this permit shall not be con§true4 as a guarantee that the system will1u�nc bn as �sig ed.
Date l Inspector ,(
--------------------------------------------
NO.
41—� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS
=igpoga[ *- p5tem CCon5tructtou Permit
Permission is hereby granted to Construct ( ) Repair ( k5� Upgrade ( ) Abandon ( )
System located at 1 a O �k r,xc:�
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Co 6tructi n must be completed within three years of the date of thi
Date � t Approved by
OCT-04-2006 01 :33 PM TCENGINEEPING 508 27= 0367
Town of Barnshible
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Town of Barnstable P#
THE Tp
� k~* Department of Regulatory Services ;
•
BABN 37'ABLB. Public Health Division ` Date
� �
MASS. a
v� i63q, gym"' 200 Main Street"Hyannis MA 026QI �
pTfD IVIAy�
Date Scheduled Time Fee Pd.
Soil Suitability Assessment for Sewage DspQW1
Performed By: Witnessed y L
I oi0 LOCATION & GENERAL INFORMATION
Location Address ` j�(ft � Owner's Name �.,,Y7
Al A. Address
EngineersNae �C ����IJ'�F2r�� mac.
Assessor's Map/Parcel: m' Tele hone# ��
NEW CONSTRUCTION "REPAIR V = P.
G Surface Stones A/Cnr6
Land Use t' UEN�IAI-- iAND 1no Slopes(%)°, .a
Distances from: Open Water Body
>to0 ft Possible Wet Area ft Drinking Water Well }�� ft
Drainage Way ft Property Line 7ro ft Other tt
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to.holes)
Sice �i k�a elo " P,rrpo�cd s�Q s�sk,A� uQS dry. "
G�A4A4- ouTwgSt�.,_.. Depth to Bedrock >
Parent material geologic) _ .
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face 7
I26'
Estimated Seasonal High Groundwater > t
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: tu•" in.
Depth Observed standing in obs.hole: T 12G" in. Depth to soil mottles: ft
Depth to weeping from side of obs.hole: 7 tz0" in. Groundwater Adjustment
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level—
PERCOLATION TEST Date u a. Time IO:OOAM
r
Observation Time at 9" i
Hole#
E
M ; �
Depth of Perc 40-M Time at 6"
= - -
10 Time ff'-V) t h
Start Pre-soak Time a CYO e
\ End Pre-soak tp:12 �
Rate Min./Inch f11
+/ - Additional Testing Needed(YIN). t !�
Site Suitability Assessment .Site Passed Site Failed �- fr
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:l-IEALTH/W P/PERCFORM
DEEP OBSERVATION HOLE LOG Hole# i
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Catlslstenav %Clravell. .._
o-3 A LOW".sANo to YR I's 1Z_
t' LOAMY %*JO loYQ
30 8`i C 1 MEw�>~► SANp 2.SY 5�� ��o CaRgvE
$N IZfo Ly Y1w"IUM 'SANo a.,*t �'9 45 0 C-1A1
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
o_ ly PICA 0. LoA*W •SAWp �oYR i3 (z
_IL &0 'a aagMY 5AN0 �oYQ ,�14 -
C.1 Mf-OiuM JANO 2 SY ZZ I{1t 2--I'6 GWAvEL.
t3o C3-' MEDIUM SANO
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil.
Other
Surface(in.) (USDA) (Munsell) Mottling.. (Structure,Stones,Boulders.
Consistency.%Gravel)
4'+
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders.
Consist..... %Gravel)
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes x
Within 500 year boundary No X Yes '
Within 100 year flood boundary No X Yes
Depth of Naturally Occurrini Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? YES I
If not,what is the depth of naturally:occurring pervious material? K
Certification
I certify that on ] a9 0 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in.310 CMR 1.5.017.
.. . � Datea d
Signature .
Q:HEALTH/W P/PERCFORM
PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX= 58.2' FINISH GRADE OVER CHAMBERS = 58.4' - 58.0' 3/4"TO 1-1/2" DOUBLE WASHED
TOP OF FOUNDATION = 59.6 ± RISER OVER INLET& OUTLET COVER TO STONE TO CROWN OF PIPE
WITHIN 6"OF FINISHED GRADE REMOVABLE CONCRETE COVER
TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% 4" PERFORATED PVC PIPE UTILITY BOX AT GRADE GENERAL NOTES
FINISHED GRADE FINISH GRADE OVER TANK EL.= j$,rj' 5" DIA. OUTLET(S) WITH SCREW TYPE CAP TO 2"OF 1/8"TO 1/2" DOUBLE
@ FOUNDATION = VARIES SLOPE @ 2% MIN. OVER SYSTEM WITHIN 3"OF FINISHED GRADE WASHED STONE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
EXISTING 20" MIN. ACCESS COVER PLACE RISERS ON ALL METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
12" IN. TOP OF SAS = 55.83' CHAMBERS TO 6"OF
SEWER PIPE (TYPICAL FOR 3) 36"MAX. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
36"MAX. 55.00' 36' MAX. , FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
PROPOSED 4" 12"MIN. BREAKOUT EL = 55.50 OF HEALTH AND THE DESIGN ENGINEER.
SCHEDULE 40 PVC 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
LZAMIN.SLOPE @ 1% 6" 3" 2" DROP MIN. 3„ 9„
3 DROP MAX. PROVIDE WATERTIGHT o o ��o 0 o BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
1011 JOINTS (TYP.) O O 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
14" 56.25' 4 PVC IN FROM ELEVATION = 55.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS
*56.70'± SEPTIC TANK O 4" PVC OUT TO o o = = = p A 40 MIL GEOMEMBRANE LINER IS PLACED AT LEAST FIVE FEET FROM S.A.S.AND THE TOP
LEACHING FACILITY o OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
o
56.50 OUTLET TEE 12" , 2' 0 0 0 0 0 0 0 0 po 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
48" 55.50 MIN. 55.33 0 0 00 6. THIS SYBSTAEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
LLU
10.01 22 ZABEL FILTER MODEL 6 CRUSHED STONE j o _ p o o LOCALBOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO
#A1801 HIP(GAS BAFFLE OVER MECHANICALLY 4.0' 4.0' BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR
ON BOTTOM) COMPACTED BASE 8.5' (TYP. FOR 1) 3.55'OUTLET DISTRIBUTION BOX 25.0' 4 9' 3.55' INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING
5 (TYp.) APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER.
6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE < 47.50' V 12.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L DATUM OF 60.00'
OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET 53.00' GROUND WATER ELEV.= ESTABLISHED ON A NAIL IN UTILITY POLE #646/1 AS SHOWN ON PLAN.
COMPACTED BASE
PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 2 - 500 GAL. CHAMBERS 9- CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
LENGTH 10.5' WIDTH 5.67' DEPTH 5.67' CROSS SECTION VIEW 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE
DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW AT1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
SEPTIC TANK PROFILE DISCREPANCIES TO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY NOT TO SCALE NOT TO SCALE
NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
STRUCTURES SHALL BE MADE WATERTIGHT.
�I . „ + r ' TEST PIT DATA
B.M 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
IT • • "
j Nail mU.P.#646/1 CB/DIS �- F/ • . , • • + ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH
vo, : : •• ' : • Q * INSPECTOR: Donald DesMarais DETERMINATION FROM APPROPRIATE AUTHORITY.
C'9 Approx. M.S.L (FND)
�� 'Sp + + '" . ' ' • 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
sr90 A '1�O �-• (�� +� , # , • • SOIL EVALUATOR: Bradley Bertolo, E.I_
* T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
90"srQ Cie�i o li��� ,� ' • * r + • • • DATE: August 21, 2006 THEY SHALL WITHSTAND H-20 LOADING.
MAP 190 F �9� �� �` �` ■ ; r TEST PIT#: 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND
LOT 131 MAP 190 OG 58x60 / �^ ` ��n '� r • • ELEV TOP = 58.00' FINES.
O LOT 122 J 3 �- �\ v r • r • • * �,,'�t p • • • 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND
ati�ti O +\�- �sr0, �C ' ► •• • ••• •+ • -
• r ELEV WATER= <47.50' UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF
*••• ' • • • • • LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
\+\ �O�,A �/ �"� ••r, •• *** • * ++ • a PERC RATE _ <2 MIN/IN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN
PROPOSED 4" PVC (5) / 58x -�-\ Ge O � • • r ACCORDANCE WITH 310 CMR 15.255(3).
INSPECTION PORT �j OI • •� . • DEPTH OF PERC = 40"-58"
�O• 3 �' .�'• • • ••' *• • • ` •• 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
W Q ' + • • , • TEXTURAL CLASS: 1 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
#190 PROPOSED 2-500 GALLON �`t' 0G x - `�` • • • '
LEACHING CHAMBERS o F �� S T ` / • ��• r ++ i+• • 0" 58.00' 16. PROPOSED PROJECT IS LOCATED WITHIN:
J� O' d 15 INCH OAK TREE/ �90 f1 - • •• • • ASSESSORS MAP 190 PARCEL 122
`t' y �'sr• to (( '• • Loamy Sand
� J�1 PROPOSED DISTRIBUTION BOX 58x43 - (4) `906, AOF o I$ •. • • M$p A 10YR 3/2 OWNER OF RECORD: RICHARD W. BINGHAM
03
E Is�C ' ; r " RICHARD W. BINGHAM TRUST
tisr o 00 0� Q' = 58x00 PC \ 3 57.75'
MAP 190 ��u'gg , 00 �ryo Q \S O TP 2 / \-r\ �OG� •• M B Loamy 10YR 5/6d ADDRESS: 190 HIGHLAND DRIVE
LOT 140 860,0� OO Jw 58x95 . ;� r - 58x00 �QS +\� \FQ,� o *• • w o 30 55.50' CENTERVILLE, MA 02632
Q \ A • FEMA FLOOD ZONE C
� o� MAP 190 / + �-� '�
\-�- LF • •' 40" 54.97' AS SHOWN ON COMMUNITY PANEL# 250001 0015 C
4 LOT 131 \ I, O• ,
MAP 190 �o }/'` °_�.: +\ ti� o .� Perc :r
/ 58x39 58x12 -� \/ f�fl + 17. PLAN REFERENCE:
LOT 121 \-� �,o 58" ' 53.4T 1. L.C. PLAN#30545-A(SHEET 2)
(6)-] \� / .
Medium Sand 18. DEED REFERENCE:
(TP 1 \ \ • an (fy • • (• C1 2.5Y 5/4
r • • . 1. L.C.C. # 125382
58x00) (3) +\ `� • • + 20% Gravel)
- - - �� / 4� • 84"
INDEX MAP SHRUBLI��E CHERRY TREE TO BE51.00' 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
3 58x44 REMOVED AND RELOCATED +\�" \ _� •
"= \''"
` � . +� I Medium Sand 20. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS TO BE USED ONLY
ON PROPERTY, IF NECESSARY •• • M • • • r " C2
SCALE: 1 40' z FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
CB/DISK IT ,� \ h Wray _ • 2.5Y 6/4 Ilk, PUN ARK (5%Gravel)
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
'� No ,/ CHM .\ �.f `
58x39 / (FND) i 126" 47.50'
) z GPVx71 LOCUS PLAN
\ GAZEBO <a, , Weeping,
SCALE: 1"- 1000' No Mottlding ing Observed or
�S/v CHIMNEY C 3 `�` •cr
w TEST PIT DATA LEGEND
"^'
PROPOSED 1500 GALLON HC 2 DRIVE WAY
lW.r� x INSPECTOR: 100X00 EXISTING SPOT GRADES
SEPTIC TANK
Donald DesMarais
DESIGN DATA
2 58x25 x i SOIL EVALUATOR: Bradley Bertolo, E.I.T. - - - -100 - __ EXISTING CONTOURS
EXISTING LEACHING PIT TO BE FILLED W k DATE: August 21, 2006
WITH CLEAN SAND AND ABANDONED - _ ' WALK k I TEST PIT#: 2 102 PROPOSED CONTOURS
(2) 10.0� #190 W��W EXISTING FLAG POLE NUMBER OF BEDROOMS 102 PROPOSED SPOT GRADE
k i -� ELEV TOP = 58.00'
/ EXISTING k l DESIGN FLOW 110 GAUDAY/BEDROOM
EXISTING CESSPOOL TO BE FILLEDP ` / TOTAL DESIGN FLOW 330 GAUDAY ELEV WATER= <48.00' -X-X-X-X-X-X-X-X-X- EXISTING FENCE LINE
CoC 3-BEDROOM
WITH CLEAN SAND AND ABANDONED DWELLING CB/DISK WITH �� DESIGN FLOW X 200 GAUDAY/o° = 660 PERC RATE _ <2 MIN/IN ❑/H/W EXISTING OVERHEAD WIRE
O TOF =59.6'± \ PUNCHMARK
\ J \ (FND) USE PROPOSED 1500-GALLON SEPTIC TANK DEPTH OF PERC = N/A
GAS EXISTING GASLINE
TEXTURAL CLASS: 1
-W W- EXISTING WATERLINE
B.H.
INSTALL 2 - 500 GAL. CHAMBERS 0" 58.00' -00 TEST PIT LOCATION
10YR 3/2 PROPOSED 1500 GALLON SEPTIC TANK
FND / SIDEWALL CAPACITY Loamy Sand
CB/DH O O O
Fill/A
CID
MAP 190 HC 1 GARAGE Loamy Sand 12" 57.00'
�
LOT 140 (LENGTH +WIDTH)(2) (2' B HIGH) (0.74 GPD/S.F.) = GAUDAY 10YR 5/6 PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
UTILITY ---�------�_-�"�-
AREA �� (25.0' +12.0') (2)(2') (0.74 GPD/S.F.)= 109.5 GAUDAY 30" 55.50'
13 PROPOSED DISTRIBUTION BOX
BOTTOM CAPACITY
Medium Sand
SHED C1 0 2.5Y 5/4 PROPOSED 500 GALLON LEACHING CHAMBER
' ( LENGTH x WIDTH ) (.74 GPD/S.F.) = GAL/DAY (20% Gravel)
XISTING CATCH BASIN (25.0'x 12.0') (.74 GPD/S.F.) = 222.0 GAUDAY REV. DATE BY APP'D. DESCRIPTION
\� \ MAP 190 // 80" 51.33' PROPOSED SEPTIC SYSTEM UPGRADE
LOT 122 / TOTALS: Medium Sand PREPARED FOR:
MAP 190 �, 17,052 SQ. FT. ± }/} C2 2.5Y 6/4 RICHARD W. BINGHAM
LOT 121 1` / (5%Gravel)
TOTAL NUMBER OF CHAMBERS: 2
/
; -.�'�r-�„�� r� J LOCATED AT r� TOTAL LEACHING AREA: 448.0 SQ.FT. 120" 48.00'
�'\ ; 1 ✓ '�'�� o �� TOTAL LEACHING CAPACITY: 331.5 GAL./DAY 190 HIGHLAND DRIVE
SWING TIES f t SHRUBLINE - -��,� J �� No Standing, Weeping, or
00 CENTERVILLE, MA 02632
�p � �O
DESCRIPTION HC 1 HC 2 HC 3 X Q Mottling Observed
\ 1 -0 �S RESERVED FOR BOARD OF HEALTH USE SCALE: 1 INCH = 10 FT. DATE: AUGUST 25, 2006
SEPTIC TANK(1) 11.4' 24.0' - ti�90 X O J v 0 5 10 20 40 FEET
SEPTIC TANK(2) 19.2' 17.8' -
srO,, \ ,X,X--X�� Q
ASH or
�2 6 �O PREPARED BY:
LEACHING CORNER(3) - 26.7' 21.8' 860, X�X�X O cNUKe�ut.Lm JC ENGINEERING, INC.
LEACHING CORNER(4) - 51.4' 36.9' �Iv CNIL 2854 CRANBERRY HIGHWAY
V N 41807
LEACHING CORNER(5) - 54.0' 44.9' ' J EAST WAREHAM, MA 02538
LEACHING CORNER(6) - 31.3' 33.6' SITE PLAN � 508.273.0377
��SCALE: 1" = 10' B BSM B MCP Checked B JLC JOB No. 1072
'S� O /� Drawn Y� Designed Y' Y�
SEPTIC S 5TL5M
SCALE : / = •;to' TEST PIT DATA q _ INftI.Tl�ATpRCCNgMBErtS� 30 �luw �+� 1f 7 7
�erformc-� By: Daniel B. Johnson f iE SEE PLC v1Ew '�^�o ?�oF10E j^r o4AN
ACCEPTS 4"SCH 40 PIPE FOR
E aGt O� f Ct EANOUT OR INSPECTION POR I-
0,40
co(re , Witnessed Bv: Donald Desmarais, R.
1 (AOFIT ) Date : October 6, 2006
I 64.Do TP-1 (Eh. = 96 .7)
36
,ob
`0
A/O, 0" - 11" Loamy sand
193 . 7 ) Bw, 11" - 36" 7 . 5YR5/8 Loamy very fine sand uSE r�Anr�E,�S ro ��PpUtiT
\ I ( 91 .7 ' 36" - 60" 10YR4/6 Medium sand 4 5CH
I ( 84 . 7 ) 60" -144" 10YR4/6 Fine-medium sand
/ A�EL � - ,tirpoL� of rNE /NFi�r�ro,a�s
2 . 5Y8/2
0)aI,44wA�( I \ t r+ ( 84 . 7 ) - 44" No Observed GW VU.I'IOA- 1E �[ENr CNO of iiviit >,e,fro�zS
11� I f SEF Pc..+� v1Eu' of PLAN)
TP-2 M. 97 .3) 4„5(N 40 PErtF. PVC
( 0" - 4" i0YR4/3 Loamy sang W,aSrIED srunlE
NL��^nK I 97 . C) A, __. _- 854'1NS(AIICD-
4 36 r . 5YR5/8 Loamy very fine sand
�E tloo.00 \ I r94 . 3) fir,;, ,. _ -� f
/}�SDrn6 Ee.'v�NT I I ( 93 . 8 , 36" - 42" _CYR4 6 M
of o I_ _ / Medium sand -�
• y
ToT (86. 3) -2, 42" -132" 10YR4/6 Fine-medium sand oo � �L)
P �,�, �r(N(r lfo >E o v
GA 99 et 2 . 5Y8/2 I �vOU � I �3,So loU-
a 1 (86. 3 ) 132" No Observed GW o00 0 oo
o 01 I 1
PERCOLATION TEST DATA
A Date. October 6, - uo
9gt5 z \ 0 3,14 - pO�6tt
Soil Cla3S : Class I (0 . 74 G/SF) w�ISHEO SrvNE
00 h INFILT_R_ATO_R_30_501 STO_RM_TECH SC-740 CHAMBER
!n 9
2.° Perc Detir^: 36 e� (TF-,. , < 2 MPI ( 94 . 3 to 92 . 8 ) NOMINAL GI(AMBER SPECIFICATIONS
96*5 - >„
� ``- EX I S7�/'I� ----------- - -- •- -- SIZE (W x H x INSTALLED LENGTH) 5L0'x 30.0"x 85.4"
zS t _
/000 6A SCHEDULE OF ELEVATIONS CIIAMBF_RSTORAGE 45.9 CUBIC FEET
10 �� �I�T SEPrit rA-JK WFIGH1 7.51BS
�SEg L T:tv. Out -oundation (existing) 95 . E.
z
6G4.0"' Inv. In Septic Tank (existing) 95 . 1 -- - - - - -
inv. Out; Septic Tank (existing) 94 . 9
rp-1 D DISTRIBUTKN Bt]X
y !v'w A Z'H , 56.7 �.Isr Nb Sys Inv. In Distribution Box 94 . 00 H t0 RID�J} 31��E' `"��r
30 99 EL .,nv. Ou - Distribution Box 93 . 83 MODEL SHOREYDB-5
rE 3) __ r9 Inv. In Infiltrators 93 . 80 REMOVABLE COVER 4"SCH4000TLETLATERALS �
Inv. End infiltrators 93 . 80 DISTRIBUTION BOX TO MEET , SHALL BE SET LEVEL FOR A.
99+� �� \9� Bottom of Infiltrators 91 . 80 REQUIREMENTS OF310CMA MINIMUM OF THE FIRSTTWO t7 61
\ \ Bottom T 7-2 (No obs . '310V qF. ? I S.232(WATER TIGHTNESS - FEET AND CONNECTED TO
\ ` CONSTRUCTION ETC[ I Z, 7 EACH DISTRIBUTION LINE
WITH SOLID SCH 40 PVC PIPE
\ ,99 NO OF OUTLETS 4"SCH 40 6"
\ __ _ ._._-__._ �.__.__ ___ _.________. ,_._ EL -94.00 E L =93 83
USED 2
� e ° b'(MIN) o � ' CRUSHED STONE </= 3/4'
a c MECHANICALLYNETO BE
4"SCH 40 PVC TEE
Existina Contour - - - 98 - - - STABLE LEVEL BASE COMPACTED
oo, oz _ roposer Contour 98
Test r �
Finished Floor Elevation FFE NOTES �.r.,...b
or "7` rn (. / � B3SemeT2r_ '1OGr Elevation BFF 1
nfor-rt to tf:e _ 1 e I' 7 . .
r
,MR 15) and the Barnstable Board of Health Regulations .
Sc LF : fF5 Srlvw� 4s4H 4o Water Line W
�GN7 2 . There are no known private or• pub is wells within 15
�I�SS SE�rt oN ,� Over :���!rl�.� Wire OHW --'--- .
feet/400 feet, respectively, of the proposed leaching area .
The proposed leaching area is not within. 100 feet of a
Co��' �(SFn i Gas Lirlr """ G wetland, nor is it within 200 feet of a river front .
ANO C°VE14
Tc uorrAth~
EXl yr1rqlr b 3 . The existing to be pumped and backiilled w:. :; clean fill
pi 6-d.A°F
(reApE prior to installing the leaching area .
l .
4 . Nc changes are to be made i n the field without the approval
1 of the Board of Health and the design engineer.
_ pb�'8 ; 5 . Proposed leaching area is not designed for ::se with
y��, ,,r ,• - - - I - �? Q V - > ' garbage disposal . Remove any existing garbage disposal .
, 6 . contractor to notify Dig Safe 72 hours prior o
JCHite
i �m�►{,)
�• 's � ' 3'� * 4`� . ,Aa"fie o CR°:arW ,r I construction. ( 800) 344-7233.
7
$.6t �;si 'A Property linelnformat_ion taken from Deed, reverence Bock
40 s AN / 15099, page 269. The septic plan is not to be used as
94 S,
s ---- a J, •°� per. line sun
a pr y y.
E+(s rjoge Bw�SriNb ti ; pro perry t ' survey.
7p 4
� v,�0v� 4. I
99.op 9j.Bj � r• 8 . Contractor shall verify all plumbing from existing structure
3.S� ��
! I �C c wi. ]. 1 be connected to the new septic system prior to
a construction. If any existing plumbing exiting the
1 r i E N TE R_ structure is found to be different -.he that shown on the
BFc; 91 9 r a �ANA e
approved septic system plan, the contractor shall notify the
"ALh,our., e� o Ry ± `A J1.3igris-:r A!.' internal plumbing shall be ccnrtected r,) new
(, J� fR♦, '
p•, sT �)t. 3'y':iTE3r[t, Jnless Otherwise specified.
W E><rsr�r(r �; r l N[37++i V5 rfR L too,�0 r�`
7 L � ND Oq O 4
_f O o
�0 I /000 &ALL" [� _ 1 NF �T�A7f/R>` ' >•Fx c �^ raw ".0%N It
EPrrC 7ANR c
o w x 1 k 40 0" 0
�'�`,`O° ` "",' •'r f M }'° CAI CULAT IONS:
C ) � Mrt�
S7-A6,L Jd fi0✓ ti �l
4''Su� ao pU7CtT �`, 1.
iedrooms (existing)
w/ 1:1LsEft \`r ► �..... R A ti
ga rc� � j 11C 1PD/Bedroom X 3 Bedrooms = 330 GPD
��►� A ��. `�� �A, , Percolaticn. Rate - < 2 MPT, Class I (0. 74 G/SF)
e WA
k
PROPOSZD LEACHING AREA:
_---
TP- 2 ii b fit` 1
gor7-oM (E
Qb 11� r ,Vo aflsS. (r,M
4-Infiltrators @ : i01L x 10"4 x 21H
I 13il-e Area: 160 SF X 0. 74 G/SF - 11e . 4 GPD
8,,T-m&% TP-I 6U.: 'Tote-lm L®aching G 74 G1Sfi Z2 .
Capacity:
GPV
I
i
to
i ' y
z�
Y..
IS �
1
8z ___. _...__._�________ ______.._t_.._ ---- --�---- ---- 1 --_____._ a[JBSURFACE SEWAGE DISPC7SAL SYSTEM.
S
D*10 p+.zo o+3o p+qo 0+So B*6o 0*)o 0+ 80 ot99 r+�a ) 569 Skunknet Road, Centerville
+00
f � E' : APPROVED BY:
SCALE
/Q � v��.s" - -.\�'1�..��.�,�-+""'C DRAWN BY
`�`, DATE 10/6/06 Dante 3 Junrson REVISED
! Prepared Edward Liana
E
t , For 69 skunknet Road r-en'erv_.iie MA
Prepared -_5mz,-T7 SEPTIC FEs:N :'7C (508) 4-7-9909 DRAWING NUMBER
/� '� 16 by: P.O. BOX 931, Ottervi:lo, NA 02655