HomeMy WebLinkAbout0161 STURBRIDGE DRIVE - Health 161 Sturbridge Drive
Osterville
A= 166-099
TOWN OF BARNSTABLE
LOCATION A&I , rog,3J9JDE��f= VIZ SEWAGE# 9-01Q—ii07
VILLAGE (';S T�.- ��i LLB ASSESSOR'S MAP&PARCEL % 6-U 0 I
INSTALLER'S NAME&PHONE NO.-Dv�y
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) Ate -3 C„ W`_11 s1 O (size) b,S Zt 41, 3
NO.OF BEDROOMS
OWNER ►M Q[jt
PERMIT DATE: COMPLIANCE DATE: /0/aahn
Separation Distance Between the: 'got LecxiA 9115-0
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility JV6C,)Li.�0 C4i-h3,3,6Feet
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• ,24e� 3�d� Lp�,J
ArRN k nOT.- s T-A VOUT 29 5-
Z N5p ?ors Ici,S
At 'FRO-4t cc�rw 1 l a Li '� r RotoT cor VW 4 2,1—
r � 2EALTH
No. / Fee i0-dTHE COM OF MA USETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Apphration for Mioagar �&pgtem Cougtruction permit
Application for a Permit to Construct( ) Repair(K Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. /o/ 5TOU I D61 V-R Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
OsT eR�f 1 l e , p` Ako 0�1
Installer's Name,Address,and Tel.No. vvtoc, f� `�r� Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms et' Lot Size 7 sq. ft. Garbage Grinder ( )
Other Type of Building baxe No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) N 4 nj gpd Design flow provided 9,V, 2 gpd
Plan Date Number of sheets Z Revision Date
Title
Size of Septic Tank A5X/ 1C Type of S.A.S. Art,
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) JAbT&L L Nk-1-0
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.
ignedCt Date I® !s
Application Approve by Date Q 0 t.
Application Disapproved by. Date �1
for the following reasons
Permit No. r9/� Date Issued
f� rNW
tFM
No. Fee�..THE COMTSACIU'SETTS Entered in computer:
PUBLIC HEALTH D DIVISION - TOWN,O'F BARNSTABLE, MASSACHUSETTS Yes
2pplication for Tigpogar i§pgtem Cowaruction Permit
Application for a Permit to Construct( ) Repair(V) Upgrade( ) Abandon`( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. 0/ 57_IJI r"�R I D �10� Owner's Name,Address,and Tel.No. _
Assessor's Map/Parcel 4sT�R U t 1 l e RJ Wm n
i
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
L�5►N��r�%o� Wdflcs So8-�1T1"5'?l3
Type of Building:
Dwelling No.of Bedrooms Lot Size /O y sq. ft. Garbage Grinder ( )
Other Type of Building V,�%a Xe No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) N H C) gpd Design flow provided � �[, Q gpd
Plan Date yfQ f/p Number of sheets Revision Date
Title
Size of Septic Tank X I S,Fi-,X Type of S.A.S. A 3e gL X 92,,3
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) I ASTh l L ('je-i-0 s A 5�
Date last inspected: t
r
'`Agreement:
�NThe 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.
igned Date /O
Application Approve by Date d b b J (4D
Application Disapproved by: Date EEEQQQ
for the following reasons
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 ( �aded ( )
Abandoned( )byJ�l�:S l� Itc�it�nl nK
at 1 ST y27)R ID rye 17R 0ST EQV I L ,r has been constructed in
nn7accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. c-,X/O"" `7 G / dated 1�k b
Installer }r t A (Oto N i"c Designer ��ny c 1 4J rYk'�_1A>/1! 5
#bedrooms �-/ _ Approved design flow t/ / gpd
The issuance of t piss permit shall not be construed as a guarantee that the system will fu ctibn s design d.
Date �y /� l Inspector � j
No. s' "'"rr` (�' FeelfC�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Digogal *pgtem Cow5tructiou Permit
Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( )
System located at ) S 701? 11 i Dr, C7 D JZ /7 tr/ F
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: Construction must be completed within three years of theAat�his e t.
Date ��,/(� App(ved by
10/22/2010 06:40 5084775313 ENGINEERING WORKS PAGE 01
Tt of table
Regulatory Services
Thomas F.Geller,Director
Public Health 1wisian
Thomas McKean,Direettor
260 Malin Street, Hyannis,MA 02601
Office: 508-M 4644 _ /F= 3Q8-79"304
Date: la Z 2. v Sewage Permit#! — Aasewer's MRPM*rael l �
instager&
Dealper. Y,, ,� r•rkgw•o rw Inc . bstailer: Q
Address: M W. Cc*4 s4 1 cA 0<A Address:
f"vA OZ6 3
On A was issued a permit to instalf a
septic system.at l Cip r;cJ,. r, OS on a design drum by
daW
(designer)
I certify that the septic system referenced above was installed substantially r&$to
the design, which may include minor approved changes such as lawal relocation of the
distribution box and/or septic tank. suipout (if requirW) was inspected and the soils
were found satisfactory.
I catify that the se is �relocation
re6mced above was installed with major changes (i.e.
than 10' iat ral of the SAS or any vertical reiocation of any wmponcut
of the septic system)but in accordance with State&Local Reguiaiim. Plaa revision or
w ified as-built by designer to follow. Stripont(i.£required)was inspooWd and the sails
were found satisfactory.
tt1 OF
PETER T.
er s SlgvataTe) McENTEE
CIVIL
No.50109
C
gner.s Signature} (A �$
PLEASES
q:1v[YiOe�zmeldoei�rorm.aoc
Town of Barnstable
ZNE. ,
Department of Regulatory Services V.
P�b�e Health Doision 'z= t
Date �a t!
salmi �� 200 Main Street,,HyanuisMA 02601
Date Scheduled J LG c1 C.
Time
Fee Pd.:
Y: Soil Suitabi�'ity Assessment for Sewage M-0sal £ .
Performed By G`s. e
Witnessed By Vu
k LOCATION& GENERAL INFORMATION
Locauon Address Qwner s Name
q l f—
r ��o� cS tJrr /?fin�/a�•2 f
Address 3e S ci�_vn-r-Y C�us v
Assessor's Pi 9 f vt� .D`= 1 &'0 Engineer s•Name
s
NEW CONSTRUCTION REPAIR�f Telephone`#
Land Use Slopes(%) Surface Stones "
t
Distances from Open Water Body 3 ft 'PossYble Wet Area ft Drinking Wa W terell ft .
Drama a Wa
8 Y ft Property Live. s
ft Other Al.
SKETCH:(Street name;dimensions of lot,exact locations of3est holes,&-pert tests,locate wetlands n pmxim ty to holes) .
r�By
b REC'D
_ ,1p
2S
Parent material 1
(8�mac) cJ �w 4 Depth to Bediroek
Depth to Groundwater..Standing Water in Hole: Weeping Isom Plf;paae
c l
Estimated Seasonal High Groundwater
DETERINATION FOR'SEASONAL
M HIGH;WATER TABLE ' -
Method Used. ;
Depth Observed'standing in obs.hole: — In
- 8. in.- Depth to soli mot�les - -
Depth to weeping from side of obs.hole: in, Groundwater Adjustment A,
Index.Well.# Reading Date: Index Well level �,; Adj thctot': =`,Ar�:drnufldwater.Levpl„
Observation
PERCOLATION TEST bate ,
Hole# ` 71me at 9"
Depth of Pere.. z15 y r Time at 6'
Start Pre-soak Time 'lime(9"-611) _
End Pre-soak v
Rate MinJInch
Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N)
t)riginal: 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:X.SEPTICIPERCFORM.DOC
r ,
DEEP.OBSERVATION HOLE LOG Hole# t
Depth from Soil.Horizon Soil Texture: Sdif Dolor. Soil Other
Surface(in:) (USDA) (Munsell) Mottling (Structure;Stones;Boulders:
it v
Iz
DEEP OBSERVATION HOLE I,OG Hole# '�-
Depth from Soil Horizon Soil Texture SoitColor Soil Othec..
Surface(in) (USDA] (Mansell) Mottling (Structure,Stones,Boulders.'
s
N ....
-o-c3k C ; S 2c Y6/
DEEP`OBSERVATION HOLE LOG: Hole#
Depth from. Soil Horizon Soil Texture Soil Color Soil Other
(USDA) (Mansell)
"Mottling (Structure,Stones'Boulders.
ons
Surface(in.): ' S
DEEP OBSERVATION HOLE LOG Hole#
Depth from ' Soil Horizon Soil Texture Soil Color Sofl Other
Surface(in:)' (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
7777777
Flood hisurance Mitt pa,
E
Above SOO yeaC flood>ioundary .N Yes �l
"`Within'S0l)year Boundary' No _ Yes
Within ll)U year flood boundary No�!� Yes
Death of Naturally Oecurrine Pervious Material
Does at°least four°feet of naturally occurring pervious aterial existin all areas:observed througliout;the .
area proposed for the soil absorption system? ..�
If`not,what is the-depth of naturally occurring pervious'material?`
Certification
I t>erdfy°thaton (date)I have'passed the, is examination approved by the
Dep afitient of Environmental Protection and,that the above analysis was performed by me consistent with
. ...
.;
the required training;`expertise and experience deSCn ed'in lU CIvIR;15.017...
Date.
Signature —
I
Q�SBm i(:1 CFORM:DOC
LEGEND N
o�
• —— gg —— EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE �m s R1ver Rood
— 102 PROPOSED CONTOUR oq
—W EXISTING WATER SERVICE ; 3
-G VoOeY Rd °•
V EXISTING GAS SERVICE
B (LO�TT6)
31373
p 16 —4.H.Ih�- OVERHEAD WIRES
I� & pB 468IpG ® TEST PIT e
.5TURBRID GE DRI VE . BENCHMARK se uit Rd .'�
\a DQ 5
O Fo C n
100 100 8S 99 68 994
j 99 33 f �Ps w o
94 edge of pavement LOCUS o
�o�,,\ ---- ---��e---------,oo LOCUS MAP
10186 k 33 NOT TO SCALE
N 11'45'50" E
yam\ 1 c'
110.00' 32 GENERAL NOTES:
14 yg� I
S 1033 10 �z _-^� (LOT 6) 1. ALL CHANGES TO THIS PLAN MUST -BE APPROVED BY THE LOCAL
�'2 LAMP �� APN 166-099 BOARD OF HEALTH AND THE DESIGN ENGINEER.
10,307 S.F.t 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS t
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
x X \��1.99 a
LOCAL RULES AND REGULATIONS.
1p1?3S 102 ' 3 TO THE
INS ECTIONDISPOSAL
APPROVALI BY THE BOARD OF SHALL NOT BE C D PRIOR
HEALTH AND THE
10c'lS8 0. k DESIGN ENGINEER.
y 101• w; 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
10866 PAVED S��00
. o FROM THOSE .SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
w DRIVEWAY 108) \ EXISTING ��� ono f ENGINEER BEFORE CONSTRUCTION CONTINUES.
10 1 HOUSE(#161) Z: cV � I 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
i00 �68 OVERHANG T.O.F.=102.67E �; t 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
LO 4 0�'47 CELLAR FL.=95.5f _�B N- THE 'CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
ZO °) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
2 CAR S 1. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
N GARAGE ": WALKOUT BASEMENT DECK g. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
PATI 9591 (above) ��� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
IO��6 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
88 9S6 S61 (below) 4S DIRECTED BY THE APPROVING AUTHORITIES.
`T__ ---- I 8 TppT S t� Benchmark Set
12 10. IT SHALL-BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
TERRACED lK- g3�--r -� ATOP OF SONOTUBE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
RET. WALLS ��-- u-- --�-� Lo EL.=95.38(Assumed datum) CONSTRUCTION.
EXISTINO REMAIN)
TANK 1016 ' 99�1pp �`. _*L P P06ED1 IS.AS.�
( ) agP 6 g �S 00 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
TOP OF TANK, EL.=95.21 101, �f -1/ 9 �1 —1�_ _y_1_ _ ,�
INV.(OUT)=93.88E 28 °�eo;,10�> 88 •9> -� 42.3 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
0 Z 9 TP-2 TP-1 o REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
'(636 9541.•• • • • • •94;g9 P���` OF k4SSq� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
C0106 S 1 1'00" W �� 9S,'j 94,9 SO) _ �G INSPECTED. BY DESIGN ENGINEER PRIOR TO BACKFILL.
CB PETER T
o • �_ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
� McENTEE
8 10 .�• \\ `� 8
jp 0.6,o CIVIL "' IS NOT TO BE CONSIDERED A PROPERTY LINE_ SURVEY.
1ow-�FN80� -� �� EXISTING S.A.S. No. 35109
100,00 98- f 96- TO BE REMOVED �' �'£G/-1E���
(SEE NOTE 11) FS � PROPOSED SEPTIC SYSTEM UPGRADE PLAN
l 161 STURBRIDGE DRIVE, OSTERVILLE, MA
999, I Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA
Cg Engineering by: SCALE DRAWN JOB. NO.
OWNER OF RECORD ANTHONY & THERESA MOLTS Engineering ineerin Works, Inc. 1"=20' P.T.M. 207-10
•
161 STURBRIDGE DRIVE 112 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
OSTERVILLE, MA 02655 1(508) 477-5313 9/28/10 P.T.M. 1 of 2
;y NOTE: TO PREVENT BREAKOUT,THE,PROPOSED (3)'5" DIA.OUTLETS `
FINISH GRADE SHALL NOT .BE < .E .92.8 15.5" 16" 2"
FOR A DISTANCE OF 15' AROUND THE
' PERIMETER OF THE S.A.S. r
SEPTIC TANK ,
:PROPOSED D-BOX PROPOSED S.A:S. " '1
INSTALL RISERS & COVERS OVER- INLET &. ' y 15.5" �- 12".
INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER 'END UNIT. • • ,. 1 8" ,
T.O.F.
OUTLET AND SET TO 6'� OF FINISH GRADE COVER SET TO 6'. OF .GRADE 6"
EXISTING , F.G., EL: 95.83(MAX.) , , P z
F.G.'EL'.=95:6f F.G EL: 95.6f 2"
,
MAINTAIN 2� GRADE' (MIN.) OVER S.A.S.'°
. , •, ,, o ' - ,H 1O LOADING D �� BOX
L _ .$... O INSPECTION
6, L 1,1
,
® S=l% (MIN.)- ® S=1%•(MIN.), PORT.
4'SCH40 PVC 4"SCH40 PVC INV:=93.08'
6.� - (TOP .LOADED).
a. s .19"•TO ,
' EXISTING' INVERT
r LEVEL
ADD INV.=93.67 PROPOSED INV.=93'50 " r7.4s'
GASH' # (3 ROWS OF 8 UNITS.,AT. 5.0'/UNIT) .+ 3.3' (2 COUPLERS) = 42.3'
'INV.=93.88t' 'D-BOX ,` .,, INs�An
,. EXISTING - SOIL ABSORPTION SYSTEM (PROFILE) LacTN , `
` EXISTING SEPTIC TANK '
• • .Y , .
�, • .. ++ 9.45
4
^': Y ESTABLISH VEGETATIVE COVER
16" 12.37
, • `pV BACKFILL WITH CLEAN NATIVE OR - -.
t HA ,
PERC-SAND'TO TOP OF C MBERS-. ,: x • . ,
NOTESi INV. ELEV.=93.08 10.38" DOME'END
1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP
r INVERT
INVERTS, PRIOR TO INSTALLATION: TOP ELEV.=92.83 'A. ' 1': _ , HEIGHT,
2)"D-BOX SHALL BE SET LEVEL AND TRUE TO POST END
GRADE -ON A MECHANICALLY COMPACTED SIX ° BOTTOM `ELEV.=91.50 33.75"
" INCH CRUSHED STONE BASE, AS-.SPECIFIED 'IN NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
" ,+- -+ *' _ � �..., TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
31O CMR 15.221(2). i �` b 5�,. MIN.` ABOVE BOTTOM OF t DIFFER SLIGHTLY FROM ACTUAL PRODUCT'APPEARANCE.
2 83'' -
3) INSTALL 'INLET & OUTLET.TEES. AS REQUIRED. T.P. EXCAVATION OR G.W."" EFFECTIVE'WIDTH=8.5' "asao TRUEMAN BLvo
4 GAS BAFFLE TO BE'INSTALLED ON OUTLET.,TEE `, `' "." 7" E 'x+ � ".HILLIARD, OHIO,43026 A:
XISATE Su1T¢BLE t Arc 36HC SIDE PORT COUPLER
= AS'MANUFACTURED.BY TUF'TITE ZABEL OR sEQUAL. . `.' "•' a NO G:W:, EL=83.8 '_ MATERIAL "
-- - - ^ • :. -: � � T. � '. -' ADVANCED DRAINAGE.SSTEMS.�INC. � '..p � .. i
,,. USE 3 ROWS OF 8-ADS 'Arc 36HC UNITS + 2 COUPLERS.PER t s3.25 ,
W WITH NO SEPARATION BETWEEN"EACH ROW & NO STONE Y
SEPTIC SYSTEM PROFILE Ro
,
t. _ c w•
v
N.T.S. .TYPICAL SECTION
EX/STING ,s~
DOUSE(#161) S O I L LO V . a 34.5" a
2CAR .
DESIGN CRITERIA ,
I
.. w r.
GARAGE ATE: = SEPTEMBER 10;; 2010 (REF 13,064)
p
` •
SOIL_EVALUATOR: PETER McENTEE -(SE1542) }
NUMBER- OF BEDROOMS: 4 BEDROOMS, ,' WITNESS::"" DAVID- STANTON .R S . •TOP VIEW
' DECK
SOIL TEXTURAL CLASS:. CLASS I' ;e 22, # 1 HEALTH AGENT M
a Ar J 4.3'. .. I - _ ' 0,.
ELEV. TP DEPTH ELEV. , TP-2 DEPTH, '
DESIGN PERCOLATION.RATE: <2 •MIN/IN Dc6 END CAP END CAP
R' 52.1' ;. . 95.3 0., 95.4 O" FRONT,,VIEW. SIDE.VIEW ffff
DAILY FLOW: 440 G.P.D. �� ___ ______ ___ _ LL END CAP
FI FILL
-- N 94.3 12" 94.6 10„
DESIGN FLOW: 440 G.P.D. I 53 I A A REAR/TOP VIEW
;1 I 8' I Do SANDY LOAM SANDY LOAM
GARBAGE GRINDER: NO 10YR 4 2 10YR 4 2
I ___ •_PRO_P_OS_E_D__S.A_._S. •_ I � � a / / NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
__ 93.8 18" 94.1 16" TO CHANCE WITHOUT NOTICE. PRODUCT DETAIL MAY
LEACHING AREA REQUIRED: (440) = 594.6 S.F.` 42,3' B B DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
74 4. SANDY LOAM SANDY LOAM ,
', 1OYR'5/8 . 10YR 5/8. 4640 TRUEMAN BLVD
EXISTING SEPTIC TANK: 1000 GALLON]CAPACITY 91.8 42" 92.1 40" EMLM•HILLIARD, OHIO 43026 ' Arc 36HC DETAIL
PROPOSED D-BOX:: 1 INLET, 3 OUTLET (MINIMUM), H 10 RATED- C PERC C ADVANCEO DRAINAGE SYSTEMS• INC.
S.A.S.LAYOUT ,
r 54" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 3 ROWS OF 8-ADS Arc 36HC UNITS + 2-COUPLERS 'PER
ROW WITH NO SEPARA'ti'ION 'BETWEEN EACH BROW &` NO STONE MED. SAND 2 5Y s/D � 161 STURBRIDGE DRIVE, OSTERVILLE, MA
2.5Y 6/4
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF 'OF UNIT) Prepared for: D. A. Brown, Inc., P.O. Box . 145, Centerville,. MA
HC Units 24 UNIT -Arc 36 S x 5.0 LF x 4.80 F LI=~ - 576.0 SF,
S
(COUPLERS) 6 COUPLES x .1.17' x 4. - 33.7 SF Engineering by: SCALE DRAWN JOB. NO.
80 SFA. 83.8 138" 83.9 38" -
NTS P.T.M.P 07 10
l,. 2
TOTAL_AREA 609.7•SF Engineering
�OYIW',Inc.
PERC RATE. <2 MIN/IN. '("C HORIZON) CHECKED SHEET NO.
r . 12 West Crossfield Road, Forestdale, MA 02644 DATE 2 Of 2
DESIGN FLOW PROVIDED: 0.74 609.7 S:F.) = 451.2 G.P.D.. . NO GROUNDWATER ENCOUNTERED 9/28/10 P.T.M.
( (508) 477-5313