HomeMy WebLinkAbout0051 OLD MILL ROAD - Health 51 Old Mill Road
Osterville
A= 141-046
C
I' TOWN OF BARNSTABLE
LOCATION �a 1 C�1.7 wfl�11 SEWAGE# — "L
'PILLAGE , ; a I l to ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. ►�, }��" �gnj N e��®��/��c�
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) A f 14( W (size) 1%.3 x 2 3= S`'
NO.OF BEDROOMS
OWNER A
PERMIT DATE: 51101 COMPLIANCE DATE:
Separation Distance Between the: Ott Th i i
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility No CIlA)cLtA 6 7 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 BYtgC; jIFaJI
10
l�2'i,2
SAI
'.4 t
No. CI` Fee 16
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEAUTH DIVISION -TOWN OF BARNSTA ASSACHUSETTS Yes
�_Xltatlon for Misposal 6pstetn Co ion Permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No. S/b 10 MI v t L 1Z0 Owner's N e,Address,and Tel.No.
Assessor's Map/Parcel ajh ,
Installer's Name,Address,and Teel.No. y.� Designer's Name,Address,and Tel.No.
Doc/S 145 -4 1 J((>Arj 1"e S�-lYCO-'��� VS/VY Yi 1�'C ZA14,/%S
eoolb
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size f 100 sq.ft. Garbage Grinder( )
Other Type of Building yxo,}!tl,.,e No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 nj( / gpd Design flow provided 3 3 gpd
Plan Date Ili $1 j 1 Number of sheets 2-_ Revision Date
Title
Size of Septic Tank ('&5/-j.n3 Type of S.A.S. 4& -36 O}e
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) /✓ S Aru ll tyt1✓ 5, S
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.
Sign Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 00/l Date Issued
No. ( ^ Fee
THE'COMMONWEALTH OF MASSAW�SE Entered in computer:
PUBLIC HEALTHISION -TOWN OF BARNSSSACHUSETTS Yes
cation for;Disposal .6pstent CoPermit
Application for a Permit to Construct( ) Repair(("Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. /61 p M I I L ;Zc); Owner's N e,Address,and Tel.No.
Assessor's Map/Parcel
Insttalller's Name,Address,and Tell.No. Designer's Name,Address,,and Tel.No.
a4 Vot.7s l G..q a 7(CM T
�N .{•NC $•c;,e-4 CV-7I S1! /'N�/.vY YI'�'�(J IA-0, //,f f
7 -s7/ 3
7 pe of Building:
15welling' No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building �,,,,. � No.of Persons 7, Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) `1 gpd Design flow provided 3 3�,_, '3 gpd
Plan Date I f I 'T l l r Number of sheets 2. Revision Date
Title
Size of Septic Tank e- Type of S.A.S. 44e 36 /C
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) /A15
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.
Sign Date /
Application Approved by Date ,6
7- 1
Application Disapproved by Date
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( Upgraded( )
Abandoned( )by ,�,£TA 17, X t-C
at '� I Q.0 AA,�� t"�� ��� t p r_J has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.D7J I dated
Installer A e Designer �..i< ,M�c.,-v�...c Wb/ftS
#bedrooms Approved design flow �k 9-; :�, and
The issuance of this 7 permits not�be construed as a guarantee that the syste � ctneed.
Date ({/1 ///! !/ Inspector
r `!
No. �` � l-- �T - - _ Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at e ��E/ A-4 0 f l�S Z=S"KyI 2/--
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 m /be c fn,pleted within three years of the date of thi(permit.
Date ��/ / Approved b. ''���
i
06/09/2011 06:10 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
NAM l Public Health Division
' Thomas McKean,Director
200 Main Sovet, Hyannis,MA 02601
Office: 509-962-4644 Fwu SW790-6304
Date: C2 f 1 . Sewage Permi r "-/'z/4 Asseswex Map7arm T
Installer&RSgkUer Certification Form
Designer. f{ f`�, P' c -� ' Installer. �D•A C
Address. ;,j-f--tA-��n WO*S A C, Adds- b •:° l' -
rz ►kiL. MAr
On �3 V% A c . wa4 iicait� A nrrmit to innMII a
certified as-built by designer to follow. Stripout(if re inspected and the soils
were found satisfactory.. OF
PF.TER 7.,
MC�Pt�'E�
taI er's Signature) Cnra_.
Ho.38ta�4
s1
(Designer's Signature) (Affix UORROMStamp Hem)
PLfA►M_RETURN TU BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WELL NOT BE ISSUED UNTIL BOTH TIUN .JQRM..An AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC jZAL3X DIVISION.
THANK YOU.
Q:lof5oc tfoxmsldcsign=catificaaon form.doc
L5l
160 l� l
o+�
Town of Barnstable
gyp'' Department of Regulatory Services
Public Health Division Date 'f Z
� KAM
*6J9, �e$ 200'Main Street,Hyannis MA 02601
prEO MA'I�
Date Scheduled Time I /`^ Fee Pd.
1.0 0�-U'y
Soil.Suitability Assessment for Sewage-, isposal
Performed By: -t'✓ 1 K E-�z C=' Witnessed By: DC',✓i l�y S xJ-
LOCATION& GENERAL INFORMATION
Location Address '1 Q`8 M`11 p. Owner's Name ,M A YLZ A J
�
Address w INAA
tI 2(. Y'Sj
Assessor's Map/Parcel: ,�' _� Engineer's Name Pe,W_1- Mc.�vt
NEW CONSTRUCTION REPAIR X Telephone#
Land Use S'� ?r� Slopes(%) Surface Stones N�
Distances from: Open Water Body 1✓ ' 'ft Possible Wet:Area t�_ft Drinking Water Well
Drainage Way ?t,O ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands.In proximity to holes)
VE
pL Mcu�
ze
Parent material(geologic)__51u T v-O`S Depth to Bedrock /J—
Depth to Groundwater: Standing Water in Hole: /"��� Weeping from Pit Farce /JJ
Estimated Seasonal High Groundwater
_ DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
e Pepth Obseryed_starding ir,ob.-.-hole:. Depih-io-sail -
r_�� - Depth to weeping from side of obs.hole: _ In, Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level AdJ,factor Adj.Groundwater Level
,r PERCOLATION TEST Date Thne
Observation
Hole# rA All kc,�NTime at 9"
Depth of Perc Time at 6"
,- c.v,r0
Start Pre-soak Time @ - �. 5�•�� Time:(9"-6")
End Pre-soak
Rate Min./Inch.
Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/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.
ti• Q:XSEPTICIPERCFORM.DOC
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)
6 -) �t-7LIV
Lj
3 G JV\ 7,15 Y 6/
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)
S1114A 2Y
DEEP OBSERVATION HOLE LOG_ Hole#- .-
Depth from Soil Horizon Soil Texture Soil Color Soil - Other
Surface(in) " -(USDA) (Munsell)_ Mottling (Structure,Stones,Boulders.
Consiitency.%Gravel)-
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) ' - (USDA) - (Munsell) _ _ Mottling (Structure,Stones.Boulders.
onsi t n
_ 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 pervto material exist in all areas observed throughout the
area proposed for the soil absorption system,,
If not,what is the depth of naturally occurring pervious material? Y
' � t
Certifications 1Ct
I certify that on 1 ` (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, rtise and experience described in 310 CMR 15.017.
Signature
Date
,
Q:\SFPrMPERCFORM.DOC
L,0 C A T ION ¢ SEWAGE PERMIT NO.
PILLAGE � Vlkkt F
INSTALLER'S NAME i ADDRE S
Iq
t U I L D E R OR OWNERJe
�/f/♦J
>� DATE PERMIT ISSUED
Q �
DATE COMPLIANCE ISSUED �� .
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^ r -- tot--EXISTING CONTOUR �. ,, ;.. �. N
X too.ga" EXISTING SPOT GRADE 10 o
F
{ , P 77GrH•444--OVERHEAD WIRES a
• �. • —W—EXISTING WATER SERVICE LOCUS
P(j. 125 119,35 TEST PIT
BK 55 E BENCHMARK _
_ o
PL' r 12.9---N--22'- 9'30" E LEGEND
I
PF NCE. 120.38 83.54' LOT B Main St
N
46; 119,86 APN 23-292 o 0
m
119,08 120,08 120,96 8,400tS.F. x 120.62 Wioano 3• Rd
PA VAD GRAVEL- I Ave
DRIVE DRIVE PARKING_
119.79 \ 120.67 TENT i LOCUS MAP
1 120,32 Benchmark NOT TO SCALE
>>8'� I PORCH OUTSIDE CORNER/ BOTT. STEP
118 72 I i EL.=120.91 (Assumed datum) GENERAL NOTES:
119.05
I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
I EXISTING I z I BOARD OF HEALTH AND THE DESIGN ENGINEER.
Z GRA' L ) HOUSE(#51) i 0) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
rn DRIVES i T.O.F.=121.2E W— p LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
.p o 117,99% o I 1 - -310 CMR 15.405(1)(b):
}o �119�52 WATER SVC. o, 00 t 1) A 3' variance to the 3' maximum cover requirement, for 6'
W o Pv �` CONNECTS TO I -of max. cover. S.A.S. shall be H-20 and vented.
EX/STING SEPTIC TANK o � 2) A 10':variance, S.A.S. to cellar wall, for a 10' setback.
Opo FINGER LN.
(TO REMAIN) `` 120.01 x
�u 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TOP OF TANK, EL.=118.52E 120,11
I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
IN (OUT)=117.19-± M7,6 1 2 DESIGN ENGINEER.
-r-r,- 1.
_ _ 19,96 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
116 - --gyp- i i i i i 20,15 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
115, -�+-r-+ [
r- -� ��,b2 ENGINEER BEFORE CONSTRUCTION CONTINUES.
o y 11 79+ i i. " 11 i _ 12�
_ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
�' 183iA � -
x �' ! 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
16--17�3,92 ��f THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
EXISTING LEACH PIT o 115 ;+ -�_ �_� 119,89 �A. I H.W. UP HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
-+ r i i \ H:
TO BE REMOVED p �1�i i i 0 O• 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
(SEE NOTE 11) �� v 11 L_LJ_J�_ TP-1+. 119,10 UP
114 TP-2 +- 119. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
��15,C `� 11 � '' 18 dge of cl aring,• f 9: ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
113.54 4� 85��L AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
o v x 115, 9'�� 22*19'30 W `� _____ 118,12 DIRECTED BY -THE APPROVING AUTHORITIES.
POLYLINER 1 OFF S.A.S. -_17g 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
TOP OF LINER, EL.= 116.0 z
w 5z� 6�� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
BOTTOM OF LINER, EL.=114.0 112-___ _
CONSTRUCTION, .
(BOTTOM AREA ONLY S.A.S.) w p ���
w o¢ ��\ �`�` -,,` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
o' OF
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
'Z7 1�� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
115,18. 9
1+ 113.46, 116 ti
G 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL .BE
Z s
/-•�•� J o PETER T. BY DESIGN ENGINEER PRIOR TO BACKFILL.
¢ � _ INSPECTED
110_.__ \� -' \1�'c( x 115,12 o McENTEE N 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES- ONLY AND'
- �-- + 113.E�p_ ----114 " CIVIL IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
Fr o No. 35109
o `,� --------- FciS1E�`�° ��� PROPOSED SEPTIC SYSTEM UPGRADE PLAN
10 08,51 + 108,03 + 108.37 51 OLD MILL ROAD, OSTERVILLE, MA
1
N 10 >1 k�) Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
PK SET SCALE DRAWN JOB. NO.
OWNER OF RECORD Engineering by:
PLAN REVISION - 5/16/11 t MARLENE ANDRE Engineering Works, Inc. 1"=20' P.T.M. 257-10
—4— 1) NOTE FOR UNITS TO BE STAMPED H-20 p 51 OLD
MILL
ROAD
02655 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
IL
OLD MILL ROAD 2) CORRESTION TO TOP OF UNIT ELEVATION-SHEET 2 M (508) 477-5313 /11 P.T.M. 1 of 2
r:
NOTE: TO PREVENT BREAKOUT AND LATERAL FLOW, A 40 MIL 21" r .: 6-4• POLYSEAL OUTLETS
POLY LINER SHALL BE PLACED 1' OUTSIDE THE S.A.S. 2" 2 1-4• POLYSEAL INLETS
AS SHOWN ON THE PLAN AND SET LINER BETWEEN .:
SEPTIC TANK PROPOSED D-BOX EL.=116.0(TOP) AND EL.=.114.0(BOTTOM)
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WA.•TERTIGHT PROPOSED S.A.S. N O O
OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT 10
T.O.F. CHARCOAL
F.G. '120.3(MAX.) VENT
EXISTING � F.G. EL.=120.0t � F.G. EL: 120.Ot i� Top Mew D-BOX Section
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 39. L = 4' L = 13'(MAX) INSPECTION
® S=1% (MIN.) S=1% (MIN.) ® S=1% (MIN.) PORT
4"SCH40 PVCp
4"SCH40 PVC 4"SCH40 PVC TOP LOAD UNITS
1
4 6 19" TO INV)ERT
EX,STING 43" u4utD (DSIGN LEVEL
ADD INV.=116.97 PROPOSE D INV.=11.6.80 01746-
GAS ,
(4 ROWS OF 4 UNITS AT 5.0'/UNIT) + 3.5' (3 COUPLERS) = 23.5'
INV.=117.19f �� 14•
EXISTING INV.=115.58 I STALLEN°
EXISTING SEPTIC TAN KSOIL ABSORPTION SYSTEM (PROFILE)
9.45
ESTABLISH VEGETATIVE COVER 16"
BACKFILL WITH CLEAN NATIVE OR 12.37
PERC SAND TO TOP OF CHAMBERS E
INV. ELEV.=115.58 73�8 DOME END
NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP `'•'� ;.:;:`;. 9NV'
GRADE ON A MECHANICALLY COMPACTED SIX TOP ELEV.=115.33 HEIGHT
INCH CRUSHED STONE BASE, AS SPECIFIED IN POST END
310 CMR 15.221(2), i 33.75"
2) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=114.00-"' NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
3 GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 2.83 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
) - 5' MIN. ABOVE BOTTOM OF - DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3'
4) MAXIMUM COVER OVER: SEPTIC TANK, D.-BOX & S.A.S. - 4540 TRUEMAN BLVD
SHALL BE 36". EXISTING SUITABLE HILLIARD, OHIO 43026
NO G.W., EL=107.0 s MATERIAL ADVANCED DRAINAGE SYSTEMS, INC.a Are -36HC SIDE PORT COUPLER
USE 4 ROWS OF 4-ADS Arc 36HC UNITS + 3 COUPLERS PER
ROW WITH NO SEPARATION` BETWEEN EACH ROW'& NO STONE s3.25'
SEPTIC SYSTEM PROFILE TYPICAL SECTION
N.T.S. 16"
DESIGN CRITERIA SOIL LOG 34.5'
NUMBER OF BEDROOMS: 3 BEDROOMS DATE: JANUARY 3, 2011 (REF.#12,165)
SOIL EVALUATOR: PETER, McENTEE (SE#1542)
SOIL TEXTURAL CLASS: CLASS I • WITNESS: DAVID STANTON-HEALTH AGENT TOP VIEW
DESIGN PERCOLATION RATE: <2 MIN/IN Elev. TP- 1 Depth Elev. TP-2 Depth END CAP END CAP --60„ f
DAILY FLOW: 330 G.P.D.
118.4 0" 118.0 - 0" FRONT VIEW SIDE VIEW
DESIGN FLOW: 330 G.P.D. FILL FILL END CAP REAR/TOP VIEW
GARBAGE GRINDER: NO
116.4 18' 1 f6.3 20' NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
LEACHING AREA REQUIRED: (330) = 445.9 S.F. B SANDY LOAM B SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
1 1 6.9 B 1 OYR 4/2 24' 1 16.0 B 1 OYR 4/2 L4' DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
.74 4640 TRUEMAN BLVD
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SANDY LOAM SANDY LOAM ® HILLIARD, OHIO 43026 Arc 36HC DETAIL
PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED 1OYR 5/6 1OYR 5/6 ADVANCED DRAINAGE SYSTEMS, INC. UNITS MUST BE STAMPED H-20
USE 4 ROWS OF 4-ADS Arc 36HC UNITS + 3 COUPLERS PER 113.9 54" 114.0 48" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE Q
MED. SAND- MED. SAND 51 OLD MILL ROAD, OSTERVILLE, MA
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 2.5Y 6/4 2.5Y 6/4 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
(Arc36HC Units) 16 UNITS x 5.0 LF x 4.80 SF/LF = 384.0 SF
(COUPLERS) 12 COUPLERS x 1.2' x 4.80 SF/LF = 69.1 SF Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA = 453.1 SF 107:4 1327- 107,0 .132" Engineering Works, Inc.
NTS P.T.M. 257-10
PERC RATE <2 MIN/IN. IN SAND-RECORD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74(453.1 S.F.) = 335.3 G.P.D. NO GROUNDWATER OBSERVED (508) 477-5313 1/15/11 P.T.M. 2 of 2