HomeMy WebLinkAbout0281 SCHOOL STREET - Health T��'�2.81SS�;School�St� �r�eet� ao *11`§��
t COtiUlt 'sXr{ )m }d tig�aA b�r� b �"" s ,r
I
pFTHE'Tp�,_ Town of Barnstable
aAxivsrescE,
200 Main Street Tel.(508)862-4038
°jEOMA�s INSPECTION REPORT
Permit: Building -Alteration
INTERIOR Work Only-
Residential
Use:
Date: 8124/201710:14 AM Inspector: bowerse Permit Number: B-17-1722
Name: LIMONCELLI, SUSAN
Address: 281 SCHOOL STREET, COTUIT Unit No.
Inspection Type Inspection Item Status Comment
Building Final A- Inspection Results PASS Building final ok
Fire approved Paul Rhude
e-mail 8-23-17
Inspection Overall Comment: Building final ok
Overall Inspection Status: Not Reviewed Re-Inspection Date:
I
Inspector Signature Owner Signature Total Score: 100
Town of Barnstable BUildlil
T r g
Post This,Card Sp�,hat rt is V�s�ble Frorn,the Str,.eet- ..:A,,; rpvedPlans Must be;Retamed on;Job and thls Gard Mus#.be-Ke��t
sb Posted U
Permitnt�il'Final Inspection Has`Seen�Made ., `
Where a Cert�ficate;of Occu anc is Re aired such Buldm shall Not be Occu led until a:Finallns ection has.beenmade
Permit NO. B-17-1722 Applicant Name: LIMONCELLI,SUSAN Approvals
Date Issued: 06/23/2017 Current Use: Structure
Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 12/23/2017 Foundation:
Residential
Map/Lot 020 103 Zoning District: RF Sheathing:
Location: 281 SCHOOL STREET,COTUIT �A
�
Contractor.Name Framing: 1
Owner on Record: LIMONCELLI,SUSAN
Contractor License ,
2
Address: PO BOX 1383 000.00
Est Protect Cost: $10,
COTUIT, MA 02635 Chimney:
s Permrt Fee: $ 101.00
Description: CONVBERTEXISTING 3 SEASON ROOM TO DINING ROOMAND Insulation:
P Fee Paid:' $ 101.00
BEDROOM AND UPGRADE SMOKES. Date 6/23/2017 Final:
Project Review Req:
Plumbing/Gas
Rough Plumbing:
US
Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months ah r issuance. Rough Gas;
All work authorized by this permit shall conform to the approved application and theapproved construction documentsfor which this permit has been granted.
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. Final Gas:
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the
work until the completion of the same. 4
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building aid Fire officials are provided an this permit. Service:
Minimum of Five Call Inspections Required for All Construction Work: r
1.Foundation or Footing Rough: ,
2.Sheathing Inspection
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation k
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in.MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
TOWN OF BARNSTABLE
LOCATION_°$/ _,S��DDSr�=,ter SEWAGE#
VILLAGE T ASSESSOR'.S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. S-,Vg-�20.Q7 l�ds oe_ i4prGS
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS B
OWNER M
r
PERMIT DATE: - 2 y -/7 COMPLIANCE DATE: l—17-17
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)
Edge of Wetland and LeachingFeet
Facility(If any wetlands exist within
300 feet of leac
Feet
FURNISHED BY
ja 13
i _�EL
3
/ TOWN OF BARNSTABLE
LOCATION ,,S/ ; SEWAGE# O/S
VILLAGE t 0r/T ASSESSOR'S MAP&PARCEL 2 O _ I 3
INSTALLER'S NAME&PHONE NO. .gs 44� 0 ��4Iry S
SEPTIC TANK CAPACITY /,�d0 G,4/, //
LEACHING FACILITY:(type) '�-S�dO e�I y 9 (size) 1,3 X
NO.OF BEDROOMS D /
OWNER A1,9/r
PERMIT DATE: /0' 2 2 -/z 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 leach' g facility) Feet
FURNISHED BY
/1z /32 -IL -, I � o
t
3 03
e l
No. PIE Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
_ ftpYication for Disposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade(---�Abandon( ) Complete System ❑Individual Components
Location Address or Lot No.Z&.S6400 STreF t" Owner's Name,Andre s,and Tel.No.
Assessor's Map/Parcel Z O-/03
Insjaller's �am ,Address,and Tel.No.f�08-^�/28-97 3g Designer's Name,Address,and Tel.No.SD 2-3
d6 f>! `11 e(S14,Yr � �,yl ��/^ sow 5 Z'N�
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) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) l� l�Lo iti/ �o G9
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.
ign d Date
Application Approved by Date
Application Disapproved b Date
for the following reasons
i
Permit No. Date Issued
J •
> Air
No. Fee t
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
a PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for,Misposal *pBtem Qton$truction permit
Application for a Permit to Construct( ) Repair( ) Upgrade(-�<bandgn( ) Complete System ❑Individual Components
Location Address or Lot No. a/ I(- !%t Owner's Name,Addre s,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No.,20-1'20-?7 3G Designer's NamF,Address,and Tel.No. 5D G 3 G
Type of Building:Dwelling No.of Bedrooms 1 Lot Size Iq F06
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 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
t Description of Soil
1
Nature of Repairs or Alterations(Answer when applicable) T dp STr�'�f <f�c.f jf<; f 141
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.
geed �rz� ' 1 /2 Date
- Application Approved by po ,/ / Date
f Application Disapproved b}� V U Date I
f for the following reasons �•
r
Permit'No. Date Issued
----------------------------------------------------------------------------------------- ---------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
_ BARNSTABLE,MASSACHUSETTS
Certificate of Compliance r
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded
Abandoned( )by ✓� -'��d: /.- % ��-ref
at u� �Tr�.,,=`1 T:',Ir has been const&ucted cc
with the provisions of Title 5 and the for Disposal System Construction Permit No. Pdted'
I �`�
Installer f
,�a�-%:�>sj U-c" ���°r;G•5' Designer
#bedrooms Approved design flow gpd
The issuance of this permits all not be construed as a guarantee that the system will t nction designed.
Date Inspector
No Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
disposal *pstrm Construction 3pPrmit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( -)` Abandon( )
System located at W
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:Const t•oW#birpleted within three years of the date of this permit.
Date Approved by
/ v
Town of Barnstable
`"E'Owtia� Regulatory Services
Richard V. Scali, Interim Director.
anttxsraacE. -�
9� MASS. g Public Health Division
i0rfv �' Thomas McKean, Director
200 Main Street, Hyannis,MA 02601
r
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form 'µ'
Date: Z 1 Sewage Permit# �® Assessor's Map�arcei42DI�>
Designer: AAPyam S Installer:
Address: I Q Address:
/7 �
On was,issued a permit to install a
(date) 4r (installer)
. r
septic system at 6 U 1 based on a design drawn by
(address)
dated 12A fL
(design
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. Strip out (if required) was inspected and the soils
were found satisfactory.
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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructe e with the terms
of the IAA approval letters (if applicable)
M.
( staller's Signature)A 0�,_ _AA I I A '
t
( esigner s i na re (Affix Designer amp Here)
PLEASE RETURN TO B STABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
I
Town of Barnstable:- P#
f Department of Regulatory Services - l
Public Health Division Date 1
�i16 KM&..`s�, ; - •.200 MainiS[reet,Hyannis.MA 0260.1,
A.
Date Scheduled 'Time. Fee Pd. 1
,Foil Suitability Assessment for Sewarge Disposal -
Performed By: witnessed
LOCATION&GENERAL INFORMATION
Location Address a� (� � S— - f$. Owners Name "0 M—e,�
Q i Ad"s
Assessor's Map/Pared; /$�® ` 0 3 s __r I Engineer's Name MCA a f �• �L�
VV )
NEW CONS17Z&ON REPAIR ! Telephone# (� ` L
M I
Land Use �� �1'�l� Slopes(`�)
Surface Stones `
Distances from: dpat Water Body > Z"•D 0 ft Possible Wee Area'�ft Drinking water Well ft
Drainage Way ft Pmpaq lane' ft' ,Other
SKETCH:(Street name,dimensiods'of lot,exact locations of tart holes&pem tests,locate wetlands in proximity to holes) ;
ry S - � ' :lY 3 d• y S�PrI c,
A-i(L.
SV:Z ..ad 91,®C 330
I as e. CJ 6 V�l 4,SL1' h t Bedrock Depth
Parent material(geologic) l I I -
Depth to Groundwater. Standing Water in Hole; � A I Weeping tMm P1eFAee N A
Estimated Seasonal iI•itigh Groundwater
r
D TION FOR SEASONAL HIGH WATER TADLE
T .
Method Used: th to loll mottles:
Depth Observed standing in obs.hole: iu. Dep
Depth tolweeping from side of obs.hole: I in. troundwater AdJuatmenf
' Adj.factor•,,._. Adj.Oroundwateri.evel.,..,.. -
Index Well# Reading Date index Well!ltvel --
PERCOLATION TEST Daie
Observation
Hole#
'71,meat6" '
Depth of Perc
Start Pre-soak Time.C�
to
°3 I O l I 'lime(9"•G7
`ptb. 012,
End Pre-soak /^
RateMinJInch ' ` 2�" 2. .v ' f
Site Suitability Assessment: Site Passed te Failed;x Si Additional Testing Needed(YIN) ,
Original Public He!<lth Division Obset•vadoct Hole Data'To Be Completed on Back
***If percolation test is to be conducted within 100' of wetland,.y u must first notify the
64servation Division at least one(1) wedk pr>tor to beginning-
Barnstable _ D�� I VS
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)
a 11- 4,'i A' N 14
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon -Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsistenc Gravel)
C)i1- is ri SOl�c) {g
Lam Samoa 1 f s l
'��r- �, �c�ltv'M aha 2• L�
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 i4" A- 66 N
s
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
n ist n
t,50 >� boa 1pytZ s l K
�04% Iby l2 5,12
3 z
Flood Insurance Rate Maus
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 pe q material exist.in all areas observed throughout the
i
area proposed for the soil absorption system? 3 • I
If not,what is the depth of naturally occurring p rvious material?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of EnvircInmefital Protection and that the above analysis was performed•by me consistent with
the require nin ,expertise and experience described in 3..10 CMR 15.917.
Signature
Date 117
Q:�SEFTILVERCFORM.DOC
DIP-=
...... .............. ............. e ,4,f............ .......... ................III-jE IIIIIIII ..........II2,AL ........... 4�............ ......... =2............ -........II
IDOOR STYLE STAIN HARDWARE CUSTOMER NAME 1w R HOWPLAC OOD SPECIES DATE DRAWN BY A L I4
Stff00J,_ C7 CITY 66 rV ADDITIONAL INSTRUCTIONS STATE MA ZIP 6 7-,63S PHONE 5,ft6 Form 700.007
BENCHMARK: COTUIT ,
E - TOP OF CATCH BASIN
L=47„ �, EL=43.0
r
12 S
R=30„00
t
�. .
• ,'� r �, = LOCUS
SCHOOL STREET
-. • µ ./ �� -. �/ . r. r � spy ` t ... Q��,,�� I
o41
-
�" LOCUS MAP
20 `, — • I _ - LOCUS INFORMATION
OAK \. G ��, Q ya �..\ PLAN REF: ABUTTERS PLAN 277/8
2 C�1. _ TITLE12322/132
— PARCEL E D: MAP 20 PAR. 103
TOF=45.0 �F2 , ZONING: "RF"
FLOOD ZONE "X"
OHW k
UPON'° -COMMUNITY PANEL: 25001CO752J DATED:07/16/14:
cp _
rt
SEPTIC SYSTEM
REF'AIR PLANY
R ` LOCATED AT:
9
,.
s_
ew
- 281 ,SCHOOL STREET
qRF TP-1 . �,\ ��� _ , \ : GOTUIT, M'A:
PREPARED FOR
"MC & WILFRED- & H TR,S
m� - WOODEtP CHANDONAIT.
- 11Y —
8 • p N JANUARY 26, 2017
Of
PARCEL 10: \,
yq
20/103 �� TP,=4 -_Spy 40 "' � Js
s AREA=19,806t S.F: \ _ ' .3 " /' o_ _� . DARK
" ME
�h
pp, PARCEL ID:
F - :" 20/102G/STEM
44NI4?0
�p MEYER & SONS,. INC. ,
p s,'
PARCEL. ID: pp P.O. BOX 981
20/097 GRAPHIC SCALE EAST SANDWICH, MA. 02537
GOL'F COURSE a 20 o 10 �4 20 40 ... so
PH: (508)360-3311
FAX: (774)413-9468
IN FEET meyerandsonsinc@gmail.com
• ( ) s
''I inch= 20 ft
SHEET 1 OF 2 J 1894
NOTE: MR.GNETIC TAPE TO BE PLACED OVER ALL COVERS' 'NOTE: TO PREVENT BREAKOUT THE PROPOSED FINISH
TOF SEPTIC TANK GRADE SHALL NOT BE < EL:36.85 FOR A DISTANCE GENERAL NOTES:
INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX15' AROUND THE PERIMETER OF THE S.A.S.
EL=45.Ot OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED' S.A. .
INSTALL RISER & COVER 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
INSTALL LOCKING COVERS IF AT FINISH GRADE " INSTALL A RISER OVER ONE CHAMBER (MIIN)
SET TO 6 OF GRADE BOARD OF HEALTH AND THE DESIGN ENGINEER.
AND SET TO 3" OF F.G. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
F.G.' EL.=43.Ot F G. EL=42.Ot F.G.,EL: 41.Ot OF THE STATE ENVIRONMENTAL CODE, TITLE v, AND ANY APPLICABLE
F.G. EL: 41.O(MAX.) VENT LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
- 310 CMR 15.405 (1) (8):
L = 38' a 9" MIN COVER/ 1) A 1.15 Fr. VARIANCE FROM 310CMR15.221(7) TO ALUM LEACHING
36' MAX COVER L = 25' L = 20'(MAX) TO BE 4.15 Fr (MAX) BELOW GRADE VS REWD 3 Fr. (H20/VENT PROVIDED)
0 S=1% (MIN.) EL=39.Ot ® S=1% (MIN.) ® S=1X (MIN.)
4"SCH40 PVC 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFIL.LED PRIOR
1 1. a'sCH40 PVC 4"SCH40 PVC 2 OF 3/8" DOUBLE WASHED 3/4" - 1-1 2" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
STONE OR FILTER FABRIC / DESIGN ENGINEER:
10- 6 t DOUBLE WASHED STONE 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
INV.=37.95 14 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
48"L WID INV.=37.70 ENGINEER BEFORE CONSTRUCTION CONTINUES.
LEVL1 E3 1®®® O ®®®®GAS BAFFLE ED 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
PROPOS ®®®®®®®®®®®
®®®®®®®®®®® 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
�� INV.=36.SO ®®®®®®®®®®® THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL'BOARD OF
CE INV.=37.0 DB-5 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
PROPOSED 1,500 GALLON SEPTIC TANK (H?0) 4' 2 X 8,5' 4' 7. DWELLING IS SERVICED BY MUNICIPAL WATER.
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
EXIST. SEWER OUTLET EFFECTIVE LENGTH = 25.0 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
INV.=40.50 INV. ELEV.= 35.85 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
BREAKOUT - REPLACE WITH CLEAN MEDIUM SAND PER TITLE S.
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING EL. 36.85 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
PIPE INVERTS PRIOR TO CONSTRUCTION
TOP CONC. BLEW= 36.85 A 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
2) TANK AND D-BOX SHALL BE SET LEVEL AND INV. ELEV.= 35.85 a6 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY .
13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
TRUE TO GRADE ON A MECHANICALLY COMPACTED ®®gBeaa 14. ALL PIPING TO 8E 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. ')
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM EL.= 33.85 JaIM63,3 14. THE DESIGN O E 4-SYSTEM DOES NOT ALLOW
310. CMR ..15.221(2) _. _ 4 5--FT: - _4�_-.
3) INSTALL INLET & OUTLET TEES W/ -
FOR THE USE CF A GARBAGE GRINDER.
GAS BAFFLE AS REQUIRED - - SEPARATION 5.05 FT.
EFFECTIVE WIDTH 13' 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
4) INSTALLER TO VERIFY LOCATION AND ELEVATION SOIL ABSORPTION SYSTEM (SECTION) 17. PROPERTY IS LOCATED WITHIN ESTUARIES PROTECTION DISTRICT.
OF OUTLET PIPE PRIOR TO INSTALLATION. SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 2>3.80 (500 GALLON (H20) LEACH CHAMBER)
N.T.S.
SOIL LOGS n P#:1524s DESIGN CRITERIA
NUMBER OF BEDROOMS: EXIST. 2 BEDROOM/ 3 BEDROOM DESIGN
DATE: JANUARY. 13, 2016 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN'PERC RATE: <2 MIN/IN
SOIL EVALUATOR: DARREN M. MEYER, RS, CSE
WITNESS: DON oESMARa,Is, BARNSTABLE HEALTH DAILY. FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: • NO (not designed for garbage grinder)
Elev. TP-1 Depth Elev. TP-2 Depth Elev. TP-3 Depth Elev. TP-4 De th SEPTIC TANK: 330 gpd x 200% = 660 gpd USE PROP. 1,50OG SEPTIC TANK
- 40.20 A 0 39.30 0 40.20 0 P
A A 39.05 A 0" LEACHING-AREA REQUIRED: (330)/0.74 = 445.94 S.F.
LOAMY SAND
39.04 B 'OYR 5/t 14" 38.05 B L 100 15" L SAND
LOAMY 5/1 D USE TWO (2) 500 GALLON (H20) PRECAST LEACH CHAMBERS
37.80 15" ,
LOAMY SAND L� SAND 39.04 B LOAMY SAND t4" B W/ 4 STONE ,ON ENDS AND 4 ON SIDES: 25 L x 13 W x 2 D
10YR 5/8 10YR 5/8 10YR 5/8 LOAMY SAND
37.62 31" 36.55 33" 37.62 31" 1DYR 5/6
36.30 33" BOTTOM AREA: 25 x 13 = 325 SF
PERC TEST PERC TEST C SIDE AREA: (25 + 13) X 2 X 2 = 152 SF
O 35.70 MEDIUM MEDIUM 0 35.70 MEDIUM '
SAND SAND SAND MEDIUM TOTAL SQUARE FEET PROVIDED = 477 vs. 445.94 REQ D
2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 AND
2.5YY 6/4 DESIGN FLOW ,PROVIDED: 0.74(477 S.F.) = 352.98 G.P.D. vs. 330 G.P.D. req'd
29.95 123 29.05 123" 29.95 28.80 123"
123" ����� of SAC, PROPOSED SEPTIC SYSTEM UPGRADE PLAN
3. �yG
PERC RATE <2 MIN/IN. ('Cl' HORIZON) PERC RATE <2 MIN/IN. ("Cl" HORIZON) D R N� 281 SCHOOL STREET, COTUIT, MA
NO GROUNDWATER OBSERVED
NO GROUNDWATER OBSERVED t -+
. 1140 Prepared for: Chandonait
p, System Design and Topography Plan by: SCALE DRAWN DATE
• I, Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 ' s/s� ° MEYER&SONS,INC. N.T.S. DMM 01/20/17
to conduct•soil evaluations and that the above analysis has been performed by me consistent with the �. POBOX961
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. $41 TAR�R Easrsrwolv�cH Ara ozs3�� REV DATE CHECKED SHEET NO.
1. 1 , 1
2-2.W DMM 2 of 2
i