HomeMy WebLinkAbout0090 SUOMI ROAD - Health 00-suomil Road-
- - - Hyannis,. - -
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TOWN OF BARNSTABLE
LOCATION SEWAGE#E
VILLAGE " ,o d_� ' ASSESSOR'S MAP.&.PARCEL GA- I O
INSTALLER'S NAME&PHONE NO.Re o a,i
SEPTIC TANK CAPACITY � SO Q
LEACHING FACILITY:(type)a -Sbo CA(, C�,,,,c,e�r_(size) Q T`X i a' X o7
NO.OF.BEDROOMS
OWNER
PERMIT DATE: `a a ( -2, COMPLIANCE DATE: `a 3 a 01
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility > ,S. 3 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��,a
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e, n
No. YJ.�/ Fee—�
bb THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpliLAtion for Mie-po8AI 6pstem Con-tCUtt1011 Permit
Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) 101complete System ❑Individual Components
Locati'on,Address or Lot No9cO Owner's Name,Address,and Tel.No.Say?- 77(-2 Q(G
Assessor's Map/Parcel a C�8 �A -h,,v j S rAA C.O k
Installerps Name,Address,andTel.No. Designer's Name,Address,and Tel.No.5,* mil-3 aSO
��,���.cO�J"' �„at'c.ot�+Z'•`^<J CS IJ
6oX3
Type of Building: --�
Dwelling No.of Bedrooms I) Lot Size (S',�j0 sq.ft. Garbage Grinder( )
Other Type of Building SK-e- S_ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)` 3�0 gpd Design flow provided ZC gpd
Plan Date `� Q \ 1 1 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. a- StZ1O
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Y,�
4� c5�Ov2. v
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.
Date '�OC�',, `�0 k�
Application Approved by Date 11
Application Disapproved by Date
for the following reasons
Permit No. 3 L Date Issued ___ �—
No Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN,OF .BARNSTABLE, MASSACHUSETTS Yes
01pplication for Mispopt *pstrin Construction Permit
Application for a Permit to Construct Repair Upgrade Abandon MIComplete System [I Individual Components
Location Address or Lot No.` c) 5C_yZ>V-\" &nV's' fe,'Addre and Tel.No.
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\4
Assessor's Map/Parcel C-.�Co k
lnstaller,'�Name,
Address-and Tel.No. Designer's-Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms M Lot Size S:-, J row sq.*ft. Garbage Grinder
Other Type of Building No.of Persons Showers( Cafeteria(
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date da j Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. (Q4
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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 C.ertificatelof
Compliance has been issued by this Board of Health.
(—Sig
a Date "Dc c- _Z)C)k3
Application Approved by Date 11
Application Disapproved by a Date
for the following reasons
Permit No.
Date Issued
----------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THISIS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired Upgraded
Abandoned by
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No-9-01 3 qb9dated
Installer Designer<ZS
#bedrooms c Approved de-sign flow 3 c�/ gpd
The issuance of this pe it npt- As esig .0,/e (o7,trj,ied as a guarantee that the system ''I oti�bn( d d.
Date Inspector L r -A
--------------------- ------ ---------- ---------- ------------------------
ZJ
No. A-C) J 3 6 1 Fee THE COMMONWEALTH OF MASSACHUSETTS c-)
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction j9prinit
Permission is hereby granted to Construct Repair Upgrade Abandon
System located at <Z__\Q�) --a
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 must be cgqmpleted within three years of the date of this permit.
rMit.
Date Approved b,
Town of Barnstable
Regulatory Services
S1, Thomas F.Geiler,Director
ASS Public Health Division
3 Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date:thr�. �)Ot 3 Sewage Permit#--bl3- Assessor's Map/Parcel
Installer&Designer Certification Form
Dcs:gner: CS NI T*-staller:
Address: et 6� d-Q1 Address:
AA 0"31
On Q00^Qb I , �cdacri n c was issued a permit to install a
dat ) z (installer)
septic system at' qO 5U 0m i Ed . ann t S based on a design drawn by
(address)
CSN dated / Z--��Z/
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I
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 or
certified as-built by designer to follow. Stripout(if requ' spected and the soils
were found satisfactory. Ilk OF AN
t.INDA J. yc.
PI
(Installer's Signature � 4615
AL
(Designer's Signature) (Affix Desi _ tamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUH T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q:\office forms\designercertification form.doc
VE Town of Barnstable P#
—/,
Department of Regulatory Services
aeaNerneta = Public Health Division Date
seas.
ED MAt�`� 200 Main Street,Hyannis MA 02601
f
Date Scheduled / . Time Fee Pd.'
Soil Suitability Assessment for Se Dip s �
Performed By: Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address \� S -) Owner's Name W \l
`�O 5C_ awe. �
Address 44 0 6
Assessor's Map/Parcel: a, a�'� 1�g Engineer's Name GS>J ✓-✓ S��C a:;w�
NEW CONSTRUCTIONi REPAIR Telephone# S'O
Land Use �^S Glt it Slopes(30) (q I o Surface Stone
s o
Distances from: Open Water Body N a ft Possible Wet Area—NA—ft Drinking Water Well I0 1, ft Q�A/—` _ p
Drainage Way� ft Property Line �_ft Other I � {t Olpo
SKETCH:(Street name,dimensions of lot.exact locations of test holes&perc tests,locate wetlands 1'n proximity to holes)
TAD-! 2
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Coll
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Parent material(geologic) l'��i 1:1� ,C.� 0_Irn1V\ Depth t0 Bedrock
Depth to Groundwater. Standing Water in Hole: �1 Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: _ __ In. Depth to soil mottles: In.'
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor— Adj.Oroundwgter l.evel—
PERCOLATION TEST bate
Observation
Hole# _ Time at 9"
Depth of Perc all Time at 6"
Start Pre-soak Time @ v Time(9"-6")
' End Pre-soak .co
Rate Min./Iuch L 2'M'
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
origin@9'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 EPTICIPERCFORM.DOC
DEEP:OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other
Surface(in.) (USDA) (Mansell) Mottling (Stnucture,Stones;Boulders.
oirsistency,%orive1)
0 C4ASL [o .j. r3�3
°i^�i� 6 M.5 1. to �1aZ� (� •
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consiatency,%
'1-4 ILA C, 'M-C_ n �1 ti 11
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) . (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%0 e
1 -
T
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soll, Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.
Consistency. Gravel)—
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Flood Insurance Rate Map: /
Above 500 year flood boundary No_ Yes
j Within 500 year boundary No Yes
I
Within 100 year flood boundary No,Y Yes .
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the
area proposed for the soil absorption system? L'
If not,what is the depth of naturally occurring pervious material?
Certification I certify that on ON 2-13.0 z (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 traini g,expertise and experience described in 310 CNM 15.017.
Signature w
Date
Q.\S.EPnCVERCFORM.DOC
HYANNIS,
MA
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*�LOCU5
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BENCHMARK
Bottom Right Corner Step one m �
EL=50.00(Assumed Datum) Planter <c a_ Rq
� �h /430. SITE LOCUS
I(7 Tree �a NOT TO SCALP
1 a Tree / _ <9.0 ,I h
4a.5 °c�60 0� o tt, I.)Assessor's Map 2G5 Parcel 108
S f 2.) Deed Book 2G278 Page 330
`10'Tree / 4p'6 �9.5 O Aso Planter FAX 3.) Plan Book 1 787 Page 34G
485 U.P. ° 4.)Thls property Is In a Zone II of a Public
lo'min1. Water 5ui'f'h'
2 I 1•' ' / -° 5.) Flood Zone: C
I O'Tree i, / 2 20n\ op p0��'/�e�cyr'', f
F 1�i QDA 20 m n'
S/ ngdt �
sx '� LEGEND
50
12.3 EXISTING SPOT GRADE
Y, 24x5 PROP05ED 5POT GRADE
—24— EXISTING CONTOUR
U —24— PROPOSED CONTOUR
1 ' ''�i,, Ghamben
ae / ' \ a la —w— WATER5ERVICE LINE
505tin CesS l5tobe �3> /. ��P /4' 4 —o— OVERHEAD UTILITY LINE5
Abandoned�Note#2/) 6 Frst� Q u UNDERGROUND UTILITY LINES
Ong jpd `Y•�: c GAS SERVICE LINE
D-Sox ■ ��� EDGE OF CLEARING
FENCE
c» TEST HOLE LOCATION
PLAN VIEW (TYP.)
sr SEPTIC TANK
D5 BOX
IBUTION
SITE PLAN f NOT TO SCALE SAS SOII LRA550RPT ON SYSTEM
SCALE: 1 " = 30' 1
H OF4f t
LINDA J. s9cy�
pI Tp .
I IL
N �4 50 { Prepared for:
IN rEEN r G1�`°�� ( James Dillon Jr. CSN
,������
aL C 90 5uoml Rd., hyanm5, MA A" i
Engineering
Proposed Sewage D15p05011 System
O 30 60 90 I 90 Suomi Rd., H1 anni5, MA
y P.O.Bas201 Phone:(508)299-3250
PAGE I OF t Brewster,IKA 02631 Fam(508)896-1783
SCALE 1 °=30' C:\C5N\RR-5uom1\RR-5uomi -5D5 Plan.dw9', Date: I I/22/13 Scale:As Shown B : UP I Check: MIA I Project No.C5N0000
1.
TOP OF FOUNDATION 24' r i CONSTRUCTION NOTES
EL=5 I.G raised to within G'of/mesh grade
(or as notc4`
1.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(31 O CMR 15.000):STANDARD REQUIREMENTS FOR THE
y� tZ=4B.4-49.0 EL=47.9s Q=47.O-46.5 SITING,CONSTRUCTION,INSPECTION, UPGRADE,AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE
TRANSPORT AND DISPOSAL OF 5EPTAGE,AND THE LOCAL BOARD OF HEALTH REGULATIONS.
\\� \/\\��\\/ \/\\/�\\/ 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHe`RE THERE 15 POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PA55
OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE,SYSTEM SHALL BE VENTED TO THE
ATMOSPHERE.
47.4E c
46.8+ 46.Os 3.)TO MINIMIZE UNEVEN SETTLING,SEPTIC TANKS SHALL BE INSTALLED ON A STABLE MECHANICALLY-COMPACTED BASE ON 51X INCHES OF
n
CRUSHED STONE.
.. G[OTQ7/LEPABR/L
48.6E 46.25 ^ (/NRACEOF//4=//2'fTiiSTONq 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK THE DISTRIBUTION BOX,AND THE SOIL ABSORPTION SYSTEM SHALL BE
b 46•� 45 N 45.33 45.20 ry H $N'-/-//2'STONf RAISED TO WITHIN G'OF FINAL GRADE. LEACHING FIELDS,TRENCHES,AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES
g - SHALL HAVE AT LEAST ONE(1)INSPECTION PORT CONSISTING OF PERFORATED 4'PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL
ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC MARKING TAPE,ACCESSIBLE TO WITHIN X OF FINAL GRADE.
Gag gaH/e 43.20 1
5.)PIPING SHALL CONSIST OF 4'SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS
-" LongestRu THAN 2%FROM THE BUILDING TO THE SEPTIC TANK,AND NOT LE55 THAN I%OTHERWISE.
24' /2 TWO(2)5HORfYPR(C45T500 5.3s
DB-6 GALLON LEACH CHAMBERS W/TH 4' G.)DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SHALL BE 4'DIAMETER SCHEDULE 40 PVC(OR EQUIVALENT)LAID AT 0.005 FT/FT.
/500 GALLON (//2O Rated J OP5TONEAU AROUNDES
UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED.
(CND hfK1
SEPTIC TANK . D-BOX LEACh' Cf CAMBERS I 7•)LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2)FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM.
EC=37.9+C of Test tide DISTRIBUTION BOX SHALL BE WATER TESTED TO A55URE EVEN DISTRIBUTION.
FLOWPROFILE I 8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT 5EAL.
9.)HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF
NOT TO SCALE f CONSTRUCTION OF THE SYSTEM.
10.)IN ACCORDANCE WITH 3 10 CMR 15.22 1,ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE.
HOLE I I O LE LOGS 1 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM.
12.)FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE,THE
Test Hole#I (EL=48.3±) PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.
Depth Layer Sod Class Sod Color Comments SYSTEM DESIGN CALCULATIONS SHALL BE APPROVEDWILL NOT BE IN WRITING BY THE DES E FO RR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES
0'-9' A Pme-Medium Sandy Loam I OYR 3/3
9'-2G' B Medium Sandy Loam I OYR SIG :3 BEDROOM DWELLING�gJ //O GPD/BEDROOM 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE
2G'-124' C I Medium-Coarse Sand I OYK 5/G Perc Qa 52' SfWAGEDfS/GN PLOWREQU/RED =330 GPD REWIRED AND
SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT
AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED.
Test Hole#2(EL=48.3±) 5fWA6EDL-51GNPZ0WPR0VVE9 TXV(2)500GAUONLEACH CHAMBER5 W/TH 15.)LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL
4'OP5MAEAU AROUND UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK.THIS INCLUDES,BUT 15 NOT LIMITED TO,REQUESTS TO
Depth Layer Soil Class Soil Color Comments Vt=[(25.5x/2.03)+2(25.5+ 12.63)x21x.74 DIGSAFE,ANY PRIVATE UTILITY COMPANIES,AND THE LOCAL WATER DEPARTMENT.
O'-T A Fine-Medium Sandy Loam I OYR 3/3 =34.9 3 GPD PROVIDED I G.)CONTRACTOR SHALL VERIFY THAT ALL WA5TEUNE5 ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF
7'-24' B Medium Sandy Loam I OYR 5/G 340 GPD PROVIDED>330 GPD REQUIRED ANY SEPTIC COMPONENTS.
24'-124' C I Medium-Coarse Sand I OYR 5/G
17.)CONTRACTOR SHALL VERIFY IXISTNG INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS.
5fPT/C TANK CAPAC(TYREQU/RED: 330 GPDX 200%=660 GPD REQUIRED
DATE OF TESTING: 1 1/18/1 3 P#14208 SEPT/C TANK G4PAC/TYPROI//DED: /500 GALLON PROI//DED(1lA/N/MUMAUOWfOJ 18.)INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED FOR STAKING,OR ANY OTHER
SOIL EVALUATOR: LINDA J.PINTO,P.E.,C5N ENGINEERING PURPOSES.
BOARD OF HEALTH AGENT: DONNA MIORANDI,BARNSTABLE HEALTH DEFT. A GARBAGED/5PMAL/5 NOT PERM/TM?WITH TH15 DES/GN PLOW 19.)THIS PLAN DOES NOT CERTIFY,GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYIAW5,SPECIFICALLY,BUT NOT
PERCOLATION RATE: LF55 THAN 2 MIWINCH IN'C'LAYER j�k OF Mq LIMITED TO,SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS.OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION
NO GROUNDWATER ENCOUNTERED �� SSgc FROM THE APPROPRIATE AUTHORITY.
LINDA J. �, 20.)IF SOILS DIFFER FROM TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH
PI INSTALLATION.
U I VI
2 1.)EXISTING SEPTIC COMPONENTS TO BE LOCATED,PUMPED DRY,FILLED WITH CLEAN SAND AND ABANDONED IN PLACE. AREA TO BE
No 46 COMPACTED TO MINIMIZE SETTLING.
;aMI CERTIFY THAT I AM CURRENTLY APPROVED BY THE Ktchen 0 0'/S
DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO Entry Bth SS/ONAL �N
310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT
THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CON515TENT U. Porch Bd m
WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE Den Bd-
DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE
RE5ULT5 OF MY SOIL EVALUATION AS INDICATED ON THE First Floor Second Floor
ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN Prepared for:
ACCORDANCE W I O CMR 15,100 THROUGH 15.107
FLOOR PLAN James Dillon Jr. CSN
Lu 90 Suomi Rd., Hyannis, MA i' 21
Linda J, Pinto, Certified 501 Evaluator NOT TO SCALE k,ft Engineering
.. Proposed Sewage D15posal System
90 Suomi Rd., Hyannis, MA P.O.Box 201 Phone:(508)299-3250
PAGE 2 OF 2 Brewster,AM 02631 Far.(508)896-1783
C:\C5N\RR-5uomi\RR-5uomi -51)5 Plan.dw i
9� Date: 1 1/22/13 Scale:As Shown 1 15y: UP I Check: MLA I Project No.CSN0000