HomeMy WebLinkAbout0061 CAMMETT WAY - Health -Can mett"Way ..
lVlarstons Mills
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TOWN OF BARNSTABLE
LOCATION �� t�f�i��t1t�GU�� SEWAGE # :IOo7- 3�C/
VILLAGE ASSESSOR'S MAP & LOT Q 49-"0,12
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACIIMITY: (type) (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: //-S- 07 COMPLIANCE DATE: d
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
Furnished by
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Ztpphratton for Migpogal * gtem eowaructton Vermtt
Application for a Permit to Construct(v)'Repair(y�pgrade( ) Abandon( Complete System ❑Individual Components
Location Address or Lot No. 416#VW OW e-1-7- , Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel f9i1
Installer's Name,Address,and Tel.No. s'OS'��� %�Sr Designer's Name,Address and Tel.No.N SOr'�y��'S3f3
Type of Building: p �j jo r .
Dwelling No.of Bedrooms � O Lot Size I // sq.ft. Garbage Grinder ( )
Other Type of Building t No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 2;?=p gpd Design flow provided 9a0 gpd
Plan Date 0/a 3 !Q ) Number of sheets Revision Date
Title
Size of Septic Tank / d Type of S.A.S. 2 0 r7
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 004 i y
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.
Signed Date
Application Approved by Date /I/S 0-7
Application Disapproved by: Date
for the following reasons
Permit No..Gb���O Y Date Issued ( d'�
Np. d ) V` y §s Fee /
THE COMMONWEALTH OF MASSACAUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
pplication for ;3igpogaY 6pgtem Congtructton Permit
Application for a Permit to Construct(z,)'/Repair(G)-,Upgrade( ) Abandon( F-77DComplete System ❑Individual Components
Location Address or Lot No. lv/G/gsHiP�t' //1 Owner's Name,Ad/dress,and Tel.No.
Assessor's Map/Parcel T O f
Installer's Name,Address,and Tel.No. s08' 77S y Designer's Name,Address and Tel.No.
✓os,'py !�Q l3�r�osFi�9i��-cr��H9' u�ar/�,
c sons , / �� w
Type of Building:
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) 0 gpd Design flow provided o?,2 U gpd
Plan Date /o�a 1-�o l Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
P
Description of Soil i
Nature of Repairs or Alterations(Answer when applicable) �',��t. & /4%70 e 01,
- � �»h x f � �'i�o (�� �� L�i�f�.v�-r��' �r�.7!-1 y ' S'�vs�i- i•�ror✓is�/
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.
Signed i Date
Application Approved by 1AA/ /� � 1 Date //{5/o -7
Application Disapproved by: Date
for the following reasons
Permit No. D Cb7 4 0 Y Date Issued-,'.
.»
*THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, hat the On-site Sewage Disposal System Constructed ( e...)- Repaired Upgraded ( )
Abandoned(� )by Iase/o`, 12, grva-
at A e l2l- �l�rsrati 5 l�bli��s has been constructed in accordance /
with the provisions of Title 5 and the for Disposal System Construction Permit No. -2(/u'7-5-4`7 dated
Installer �p T 1.2, Designer
#bedrooms �j�q /I (�>; , Approved design flow _ and
The issuance of this permit t bTOY
fia'cus a guarantee that the system will 'on as designed. f •�J G C
Date Inspector
No. O(y)'7— 1 Fee )0d `
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
lwigpogar 6pgtem Congtruction Permit
Permission is hereby granted to Construct ( A-) Repair (4, Upgrade ( ) Abandon ( )
System located at / ��{. �y/,r ► 1�%�,,
4
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of.this permit.
x r•y
Date 1 ' 5-10-7 . Approved by
12/17/2007 06:11 5084775313 ENGINEERING WORKS PAGE 01 _
Tovt of Baruftbk
,. Rgpk"q Services
Thomas F.CeDer,DW Mor
Prs 1c U100h DIVWM
Thomas McK#&a,Director
Maia Street,HYBUQ ,MA OMI
04444
Fax: SW790.6XK
v
1 sewage Perm 007
�..Assessor's Mapyparc
jW juAddress: Yhg3
/t:Slz cafe /a1 l t n t'-S -L M
vas issued a p UIR to its W a
oagwler)
bay e404P dMon by
(address)
07
I T"the septic system referenced above was inspsiled substa� W
. "
�40 wffich may include 0-Tor approved changes such as lateral reIoea
box aaftr septic tank,: of the
,ow the septic s m ref�reAced above was iastalied witb �,e,
a 1 'laterai�ation the SAS ar any vortical raia (�t a�at
s�ystt:�n)but in�e with State&Local Rapdativns. Ply mvWon or
by desiper to follow,
tH OF
_ PETER T
McENTEE -�CIVIL i
,aMAL E�G�
(Affix Designer a tamp Han)
IMALTH
HAMST m� IC Tp Syr ON fps �r��T
H6dW&0QVNWw Cerd&Wm Foam 3-26-04.d.
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Logged In As: Parcel Detail Monday, November S 2007
Parcel Lookup
Parcel Info
__ ........... ._.. ... Developer .....
Parcel ID=099-032 Lot
Location 161 CAMMETT WAY Pri Frontage 1125
Sec Road Sec
--- Frontage I. -
Village MARSTONS MILLS Fire District C-O-MM
Sewer Acct; Road Index�0218vW
ra
Interactive >
Map .. ,<.
Owner Info
Owner`HILL, CASPER W& ODESSA D Co-owner
Streets 161 CAMMETT WAY Street2 i
City State Zip=..0...2..6.4 Country:USA
SA
- Land Info
Acres0.45 UseSingleFam MDL-01 Zoning RF Nghbd 0105
3......,. .....,,.. ........ ..- -------
...------
---------
................ ......«._.._, ......... ......... .. ..., .._ ,.......... .,. ...
Topography j Below Street Road ,Paved
........ ....... ......... .........
utilities ISeptic,Gas,Public Water Location
- Construction Info
Building of
Year — ,.. "'1 Roof r _ Fxt .
11968 Gable/HI Vertical Sidin
Built! ....r__ _ Struct .. .- . ... p... _.. . ..._ Wall
41
Effect Roof„.. _.. AC
Area 1875 t Cover#Asph/F GIs/Cmp T N hPrCl
...,�::... ._....�.._,..�.,,..,...
in Bed , 8'
Style Wall D W811 Rooms 2 Bedrooms NIMM" yam,
i rY
K
Model;Residential Floor[Carpet Bath 2 Full YA33 3331E T ` 33
i..._
Heat
Grade'Average Type FHot Air Total 15 Rooms
Rooms
Heat __. Found-
Stones 1 Story Gas Typical
Fuel ation _ .
Permit History.,._..._.,._._....._ ....
'III issue Date I Purpose Permit# • I Amount Insp Date I Comments
y Visit History
Date Who Purpose
5/12/2006 12:00:00 AM Paul Talbot Meas/Est
1/11/1999 12:00:00 AM Donna Dacey Meas/Listed
- Sales History
Line Sale Date Owner Book/Page Sale Price
1 HILL, CASPER W & ODESSA D C33885 $0
Assessment History
Save# Year Building Value XF Value OB Value Land Value Total Parcel Value
1 2007 $160,100 $2,500 $2,700 $151,800 $317,100
2 2006 $140,600 $2,500 $2,700 $156,500 $302,300
3 2005 $130,200 $2,500 $2,700 $142,200 $277,600
4 2004 $105,700 $2,500 $2,700 $120,900 $231,800
5 2003 $95,100 $2,500 $2,700 $40,100 $140,400
6 2002 $95,100 $2,500 $2,700 $40,100 $140,400
7 2001 $95,100 $2,500 $2,700 $40,100 $140,400
8 2000 $75,200 $2,500 $2,700 $25,400 $105,800
9 1999. $65,100 $2,100 $2,700 $25,400 $95,300
10 1998 $63,100 $2,100 $0 $25,400 $90,600
11 1997 $66,500 $0 $0 $21,700 $88,200
12 1996 $66,500 $0 $0 $21,700 $88,200
13 1995 $66,500 $0 $0 $21,700 $88,200
14 1994 $63,700 $0 $0 $29,300 $93,000
15 1993 $63,700 $0 $0 $29,300 $93,000
16 1992 $72,100 $0 $0 $32,600 $104,700
17 1991 $79,600 $0 $0 $39,800 $119,400
18 1990 $79,600 $0 $0 $39,800 $119,400
19 1989 $79,600 $0 $0 $39,800 $119,400
20 1988 $56,500 $0 $0 $12,700 $69,200
21 1987 $56,500 $0 $0 $12,700 $69,200
22 1986 $56,500 $0 $0 $12,700 $69,200
Photos
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Town of Barnstable P#
Department of Regulatory Services
Public Health Division Hate
I1
f6jy �� 200°Main Street,Hyannis MA 0,2ti01 /►
>Mlg • % ,
Date.:Scheduled ® Time _ Fee Pd
m
eSoil Suitability Asses wa
g, ral
Performed By: V C � lC—�►'��"e-e Witnessed Bys /clr�. -C 3lA1r
LOCATION& GENERAL INFORMATION r
Location Address ') .�,� Q Owner's Name .
oil taNX.3 \"`" \`s Address (01 ��'1 r1e.fib-_riN c
Assessor_'s:Map/ParceL;:.-. 6� ^^� ^Z Engineer's Name 1�,/
NEW-CONSTRUCTION REPAIR Telephone# Q I,L -573-13
t, Land Use Slopes(96) Surface Stones
Distances from: Open Water Body 1 Su ft Possible Wet Area ft Drinking Water Well y ft
Drainage Way ? ft Property Line. 3d ft Other tt.
SKETCH';-(Street name,dimensions of lot exaet'locations of test holes&perc tests,locate wetlands•�frproxip*.-toholes)' '
1
• t�-3t�
us
i 1
_ sn - co
c�
I C1 •��{ �f � � . . U t
Parent material;(geologic) r^Ci C` `•'�}��� Depth to Bedr4�
�) [�
Depth to Groundwater. Standing Water in Hole: Weeping from Pit No "
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATEK:
Method Used:
Depth Observed standing in obs•hole: -_- _r In, Depth`to soli mottles;. ln.
Depth.to weeping from.side of obs.hole: in. t3roundwater AdJWtni_ fr• r
Index Well# Reading Date: Index Well level .., Adj.fhetor ,,.a._ .0 drgut►Yd+yater=Levcl,, �,
PERCOLATION 'E$x Unto,.:a
Observation Timo at 4° o
Hole#
Depth of Pero t �? l l Time at 6"
Start Pre-soak Time® 1��2� M tl� Time(9"4')
1 Y
End Presoak, / /'t. Z� h l01 -
Rate Mia:/InCh }
Site Suitability Assessment. Site 1'asseii Site Failed:�_ AdditionaLTesting Needed:(YM) -
Original: Public Health Division Observation Hole Data To Be Completed on-Back --- --
***If percolation test is to be conducted within 1001 of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soli Horizon Soil Texture Sol-Color Soil Other
Srirface(in
);:: (USAA) (Mansell) Mottling (Structure,Stones;Boulders.
n "
3 -l� l
Z�
DEEP OESERVATION HOLE LOG Hole# �%
Depth from T Soil Horizon Soil Texture Soil Color Soil t)ther ..a-
Surface(ia.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders.
i ll , •
Z2^ 24 A Lt l.0 /2�
01
16
DEEP OBSERVATION HOLE LOG Hole#
Surface(m Sol l Horizon` Boll Texture Soil Cola; Soul (S� let �� Boulders.
�plh4
tru
(USDA)
ansell(M Mottling
DIP OBSERVATION HOLE LOG Hole#
Dep th from $od Horizon Soil Texture Soil Color Sail Other
Surfaee.(n;) (US.DA) (Mansell) Moulin
g (Structure,9topes;Boulders;
,
FLoqdJnsuMWn Rate Mali
Above 5(f0£year flood boundary No Yes
Wlthin,560 year boundary No T1� y� �
,t
--» i Wrthrn°tl)O year fload'boundary No Yes .,.�
De
77T7
Does at:least iour,feet of naturally occurring pervi us material exist in all areas observed thrptghout th`e
#area proposed for the soil absorption.Sys
tem?
"" If not,what is the depth of naturally occurring pervious material?
!Cert catlon
I certify that on (date),I have passed the soil evaluator examination.approved by the
Deparhtient of Environmental Protection and that the above analysis was performed byme consistent with
the required traint expertise and experience described`in�10 CMM 15.017.
Signature Date
- �
. : s x
Q:\SEPTICII'git�PURM DOC
_ 1
LEGEND Old Falmouth Rd '
13'12"W
ti 1 25.00' �` * ` J! 78 PROPOSED CONTOUR
7g PROPOSED SPOT GRADE a• o 0
. ass
96.47 x 011 S �, ........ ...........rr' EXISTING CONTOUR c r
BENCHMARK: y ° `g,
� `• ` ran �; , r J x 97.22 EXISTING SPOT GRADE o y
CORNER OF CONCRETE 5TEP ;�
ELEVATION = 100.0' `� i t �; TEST PIT
(A55UMED DATUM) j � Cammett Ln
W EXISTING WATER SVC. 0
40 �oF Commett W
--Ot1VbL-- OVERHEAD WIRES s
- -- TP
BENCHMARK
m Main St LOCUS
x 9 .74 V O. ��c`t�r� ;ti moo'
NF6 •{�.
C +.... ! Route 28
{ f;�,r PROPOSED �\ O ��
_SEPTIC TANK
e
LOCUS MAP N.T.S.
TP-2 EXISTING CESSPOOLS
� - � TO BE PUMPED &
t FILLED W.ITH SAND
F 4S)
EXISTING GENERAL NOTES:
r f<`I;' f' t` " fWD. FRM. i' ,'` ', ° ` 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
f f ,' 110U5E (No. G I) BOARD OF HEALTH AND THE DESIGN ENGINEER.
top 'walk.out basement ij•
t 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
? r r ; ! f ! t ` ,` i c OF THE STATE ENVIRONMENTAL CODE, TITLE AND ANY APPLICABLE
f, LOCAL RULES AND -REGULATIONS,
100 $_� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NUT BE BACKFILLEU PRIOR
TIE INTO EXISTING SEWER
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
PRIOR TO CESSPOOL INLET DESIGN ENGINEER.
AT OR ABOVE EL.=95.75 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
~` 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
t N x 98.82
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER.
8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S.
` k, t 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
104.1 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
CD • 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
y , CONSTRUCTION.
APN 099-032 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE IN THE AREA SOILS
AND REPLACE BENEAWITH TH
ANDFILOLRAS SPECIFIED L INSI 105 CMROF T255(3).HE S
20,000t5F
i
558°13'12"E � M ENTEE �G� PROPOSED SEPTIC SYSTEM UPGRADE
CIVIL N 61 CAM M ETT WAY, MARSTO N S MILLS, MA
No. 35109 Prepared for: Casper Hill, 12 Cammett Way., Marstons Mills, MA 02648
> > > Q£G/SZF �a` Engineering by: Surveying by: SCALE DRAWN JOB. NO.
> IDG PAVEMENT 1`JT °9 °9 °4> F 0 h EnglnegringWor144 HOOD SURVEY GROUP 1"-20' P.T.M. 226-07
>Q° 6° WAY
U> �° AMMETT 12 West Crossfie0 Rood 18 Route 6ADATE CHECKED SHEET 2C -(dl Forestdole, MA 02644 Sandwich, MA 02563 10 25 07 P.T.M. 1 Of 2
��� (508) 477-5313 (508) 888-1090
" NOTE: TO PREVENT BREAKOUT, THE PROPOSED
PROVIDE RISER OVER D-BOX FINISH GRADE SHALL NOT BE < EL:96.5
TOP OF FOUNDATION TO WITHIN 6" OF FINISH GRADE F.G. EL: 98.5t FOR A DISTANCE OF 15' AROUND THE
-+. F.G. EL: 98.2f PERIMETER OF THE S.A.S.
EXISTING F.G. EL: 99.0t MAINTAIN 2% MIN SLOPE OVER S.A.S.
4' SCH 40 PVC PERFORATED PIPE WITH
SCREW CAP SET TO WITHIN 3" OF FINISH
} 2-500 GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT.
INSTALL RISERS W/COVERS OVER INLET IN SERIES WITH STONE ALL SIDES
& OUTLET TO WITHIN 6" OF FINISH GRADE INSTALL RISER OVER CHAMBER
L =10' L =6' L =5'(MAX) WITOHIN 6 NOFLFNISH GRADE
AN AND SET COVER
4" SCH 40 PVC
4" SCH 40 PVC 4" SCH 40 PVC 2" LAYER OF 1/8" TO 1/2"
TINV.=95.5!�
S= 2% ( �o" ia.. ® S= 1% (MIN.) �' ® S= 1% (MIN.) ®®®S®®® DOUBLE WASHED STONE
2' EFF. DEPTH ®�®®®®� (OR APPROVED FILTER FABRIC)
a6" LIQVEL INV.=95.22 INV.=95.05 DOUBL 1 ASLEVE6 ' 4'4' DOUBLE WASHED .
BAFFLE PROPOSED D-BOX EFFECTIVE WIDTH = 13.2' STONE
INV.=95.30
INV. ELEV.=95.00
TIE INTO EXISTING SEWER PROPOSED 1500 GALLON SEPTIC TANK
PRIOR TO CESSPOOL INLET
AT OR ABOVE EL.=95.75 TOP CONC. ELEV.=95.8 —BREAKOUT ELEV.=95.5
(SEE NOTE 1) NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=95.00 ®®®M®
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL BOTTOM ELEV.=93.00 3. 2 x 8.5' = 17.0' 3'
AND TRUE TO GRADE ON A MECHANICALLY COMPACTED
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23,0'
310 CMR 15.221(2). T.P. EXCAVATION OR G.W.
(3) 5" DIA.OUTLETS 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W. AT EL.=86.7 (TP-1)
1� 5 '-{�2" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
1 O �' " SEPTIC SYSTEM PROFILE
6" 8 N.T.S.C'
2" i
o-aoxt !, DESIG CRITERIA �� cotMts
�>
�. ':1' SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TYPE: CLASS I \
,walk out basement _ DATE: OCTOBER 3, 2007 (P-1 1 926) DESIGN PERCOLATION RATE: 2 MIN./IN. CUn
SOIL EVALUATOR: PETER T. MCENTEE P.E. DAILY FLOW: 330 G.P.D. �} /DECK WITNESS: DONALD DESMARAIS-HEALTH AGENT DESIGN FLOW: 330 G.P.D
INVERT ®®®® ® ®®®® GARBAGE GRINDER: NO �.
®®®®®®®®®®® 33" __ Elev. TP- 1 Depth Elev. TP--2 Depth �(,d
X�
®®E3®®®®®®®® — LEACHING AREA REQUIRED: (330) = 445.9 S.F.
2a" Ea ®®®®®®®® I I 98.2 0" 98.5 0„
FILL FILL 74
102" 12" 96.7 22"
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
cS` 97'2 A SANDY LOAM C(J �
SECTION �' A 10YR /3M „ S10YR 3/3 USE 2 500 GALLON LEACHING CHAMBERS IN SERIES ( `
o.
96.9 26"
-� o� B LOAMY SAND 16 96.3 B LOAMY SAND SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F,
4" KNOCKOUT W 'Ql,
�, 13.2' x 23.0' = 303,6.0 S.F.
za" Dia Coven 10YR 5/6 10YR 5/6 BOTTOM AREA:
4" KNOCKOUT O z 4" KNOCKOUT 62" ' qto 95•0 C 38" 95.2 C 40" TOTAL AREA: 448.4 S.F.
r52" DESIGN FLOW PROVIDED: 0.74(448.4) = 331 .8 G.P.D.
x— PERC
4" KNOCKOUT ----- — --
M_C;SAND M—C SAND 64 PROPOSED SEPTIC SYSTEM UPGRADE
N i PLAN P P. S.A.S. , ;I 2.5Yi6/4 2.5Y 6/4 MA
61 CAMMETT WAY, MARSTONS MILLS,
500 GALLON CAPACITY, H-10 LOADING ----------- Prepared for: Casper Hill, 12 Cammett Way., Marstons Mills, MA 02648
-2 3' Engineering by: Surveying by: SCALE DRAWN JOB. NO.
CHAMBERS 86.7 138" 87.0 138" EngineedngWorky HOOD SURVEY GROUP N.T.S. PTM 226-07
N.M S.A.S.—LAYOUT 12 West Crossfie Road Route 6A
NO GROUNDWATER OBSERVED 0 Sandwich,
Forestdale, MA 2644 Sandwich, MA 02563 DATE CHECKED SHEET N0.
PERC RATE <2 MIN/IN. (508) 477-5313 (508) 888-1090 10/25/07 P.T.M. 2 Of 2