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Barnstable
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REPLACED HISTORIC: 10.30.2019
n r IN SITU PERMIT:
12.06.2019
EX EX EX '
QSECOND FLOOR PLAN
NOTES
1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED. Alml
2. CONTACT ARCHITECT-IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS.
3. HEADERS LESS THAN 4' : 2 2X6 1K/1J
or
_ -- ' LIST OF DRAWINGS: MICHELE --
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A1.0 FOUNDATION BARN PLAN Y o.3477 4
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STRUCTURAL
A1.1 SECOND FLOOR PLAN ; s a Z w
A2.0 SOUTH ELEVATION °°
A2.1 EAST ELEVATION 30'-9"
A2.2 NORTH ELEVATION ,���� o o
A2.3 WEST ELEVATION Ex ex EX 12/6/19 STRUCT. z ' o
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Date:
12'-0" HISTORIC: 10.30.2019
PERMIT:
i BARN PLAN 12.06.2019
NOTES Ex EX EX Al . O
1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED.
2. CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS.
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TITLE:
ELEVATIONS
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EAST ELEVATION — STREET ELEVATION NDOWSCHEDULE
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2 2'-11 1/2"X 3'-11 1/2` T-0"X 4'-0" 244DH3040 ANDERSEN 200 DH 1:1
- - - Date:
1_ 1'-11 1/2"X 2'-11 1@` 2'-0"X 3'-0"_: 244DH2O30 ANDERSEN 200 DH --t:13 - --
HISTORIC: 10.30.2019
IPERMIT:
OWS SHALL BE ANDERSEN 200 SERIES,WHITE12.06.2019
L TEMPERING IN THE FIELD I IINDOWS SHALL BE PROVIDED IN ALL BEDROOMS
2 WINDOW SCHEDULE A2 . 1
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ELEVATIONS
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CONCRETE
Date:
HISTORIC: 10.30.2019
PERMIT:
12.06.2019
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ELEVATIONS
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Date:
HISTORIC: 10.30.2019
- - - PERMIT: '
12.06.2019
WEST ELEVATION A2 . 3
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12.06.2019
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HISTORIC: 10.30.2019
PERMIT:
1 SECTION 12.06.2019
A3 . 1
SIMPSON ABU 44 W/e"
ABU 12"DIA.CONC.PIER -— ————-
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AREA OF BLOCK @ EXTG UO
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FP,AOFryS,4` Date:
�+ ti HISTORIC: 10.30.2019
/'? SECOND FLOOR FRAMING PLAN CIUDwo �CHELE � PERMIT:
�y'/a" °_ ° N0.34774 12.06.2019
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STRUCTURAL y
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NOTES
1.DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS,UNLESS OTHERWISE NOTED. n /�
2.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. J ■ I
3. SEE Cl,S1,S2 FOR GENERAL STRUCTURAL NOTES
4. XK,XJ=#OF KING AND JACK STUDS @ OPENING. USE 2K,1J UNLESS NOTED OTHERWISE.
5.ALL HEADERS TO BE(3)2X6s UNLESS NOTED OTHERWISE 12/6/19 STRUCT. ONLY
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0 N0.34774 Date:
STRUCTURAL HISTORIC: 10.30.2019
o'er PERMIT:
c"'%�'' " 12.06.2019
PROOF FRAMING �PLAN NOTES ��
1.1.DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS,UNLESS OTHERWISE NOTED. 2IBI1 J S1 RUCT•
2.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. ONLY S1 .2
3. SEE C1,S1,S2 FOR GENERAL STRUCTURAL NOTES
4. XK,XJ=#OF KING AND JACK STUDS @ OPENING. USE 2K,1J UNLESS NOTED OTHERWISE.
5.ALL HEADERS TO BE 3 2X6s UNLESS NOTED OTHERWISE
TOWN/OF BARNSTABLE
�t�poot`.� nod
LOCATION �� Cjbj" LAU(S SEWAGE#
VILLAGE UJ9S"(AG`' ASSESSOR'S MAP&PARCEL 3(
INSTALLER'S NAME&PHONE NO. D-PlEnU - - '7]
SEPTIC TANK CAPACITY 1 ,560 (;A-(. 5-C. I a 00 a Q A<_ P.Q .
LEACHING FACILITY:(type) -A o (size) l'Z, +X 2 S
NO.OF BEDROOMS
OWNER .Te st -
PERMIT DATE: '] A-a®19 COMPLIANCE DATE: 3 'S-
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) PJ/A Feet
FURNISHED BY
� 3 -
_
Z � '
0 0
0
1 y" /r()' i
No. I - � Fee. 1J
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter:
es
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01ppf ration for Disposal *pstrm Guns ULtion 3offmit
Application for a Permit to Construct(X Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. q 3 CF"Y 1-4?Jc-- Owner's Name,Address and Tel.No
zoc� S lC_�� tC�ZI�'Zt� (.S KY
Assessor's Map/Parcel 3 nt 4—® 3 4 51
Insta er's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 37Q8-X73_p'5'7
425
Type of Building: �l�,
Dwelling No.of Bedrooms A(X7 03 PfA ZITl1•ot Size .., L sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 13.30 gpd Design flow provided �, gpd
Plan Date 'Z01J6- Number of sheets Revision Date
Title q3 C l AII01[ WA r57fttic
Size of Septic Tank t krj Oct -O6:/s Type of S.A.S.
Description of Soil G'0 4&56-- ;rw�g"b <:W
Nature of Repairs orAiterations(Answer when applicable) �l,f"t N � o��.2O &00.0 S!a T'LG.
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 Healt . -\N
Si Date a ""
Application Approved by I ` Date
Application Disapproved by Date
for the following reasons
Permit No. "( � Date Issued 2
No. Q f - Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp&ter.
PUBLIC HEALTH DIVISION;-TOWN OF BARNSTABLE, MASSACHUSETTS
. Rpplication for Miso9saf 6pstem Construction 3perinit
Application for a Permit to Construct(}Repair( ,) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. �(3 c<. �[ 4Flv�- Owner's Name,Address and Tel.No.
Assessor's Map/Parcel 4-O x)
Installer's
Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. sv$-2-T 3—O 377
Type of Building: (
Dwelling No.of Bedrooms K4!lV l3� NR rrNE-'14 Size •Z z 'y l F sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers(- ) Cafeteria( ` )
Other Fixtures
Design Flow(min.required) 3 gpd' Design flow provided 34 5.44 gpd
Plan Date ZON Q� 'A Number of sheets Revision Date
Title 4:�.4&451
Size of Septic Tank 1 s'SUO C d✓S Type off S.A.S. ��! SGD 52;�f A C, ,s„l
Description of Soil c/l)4•/1.5 cam` 1A
Nature of Repairs or Alterations(Answer when applicable) �70f �-c, IVG , '',.7C? tti(D1J
-b_061;;J f4-a(3. PUKai 64AwAe7c. -11-
Date last inspected: �h
Agreement:
t' 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 Boa�rd,of�Ialh,Si ed� � ,.,� Date
. Application Approved by AV f Date
Application Disapprove&b'y Date
for the following reasons
"Permit No. , --a C1 - q 11 Date Issued � 2 �c
i T�
- - - - -- -- --.------..--.---_ __----------________ ________ ____\___________________-----_-_-__________
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the O -site Sewage Disposal system Constructed( Repaired.( ) Upgraded( )
'. Abandoned( )by CAP 6-w'! ,-site
B14WT ) 6 UP,- C4D ,
at "T 3 14/&a V Z_ A C A y�.� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.,.0 Y 0 dated /' -2
Installer OC Designer�"' (_ (--_!iJ f-:} �/(. SNC,
#bedrooms - Approved design flow . 3 3 p gpd
The issuance of this perm/it shall not be construed as a guarantee that the system will(fuhctiion as designed
P
Date ��J d Inspector /(J, P1
--------------------------•- - -- -
No 0 (� 2 �.� Fee l THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction permit
rPermission is hereby granted to Construct( X Repair( ) Upgrade( ) Abandon( )
System located at C.: JCJ7j!f (� ` A AKAj<Df4e.49!!
^7
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 followinglocal provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.
Date -7 " a � �� Approved by
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
unrasrnaM
MAS& �e Public Health Division
1639.
r r+u►+" Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 3- 5 Z 0 Sewage Permit# 4 S Assessor's Map\Parcel 317 % "62
Designer: SG &).o�tneeriii 5 y --vnc. Installer: _�k Jr CD. yA, Q d
Address: 285Li Cronbury Address: 3b'� L61tk-5 Fo.t
Ea54 uwo.reJ%avn �Nh o7-53
On —A lq Mo6 was issued a permit to install a
(date) u (installer)
septic system at / CzV1dV La based on a design drawn by
(a dress)
-"C ���gio�e('ill— , '1hC. dated TL)
(designer)
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 constructed i iance with the terms
of the I\A approval letters (if applicable) `jtH OF Af�Ss�Pa
g JOHN L
CHURCHILL JIL N
;(D
aller's ' na ) CIVIL
.41
A
PO
ners Signature (Affix De p Here)
PLRETURN TO ARNSTABLE PUBLIC HEALTH DTASION. 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.
QASeptic\Designer Certification Form Rev 8-14-13.doc
apIME, Town of Barnstable PT# lSa
Department of Inspectional Services
1
`Public Health Division 70
i63q• `0�
�!C 39. 200 Main Street,Hyannis MA 02601 C>
Office: 508-862-4644
ram,
Date Scheduled L 21 Time -°
�S
•tl
Soil Suitability Assessment for ewa e Disposal "
Performed By: ViOf ackGSC Witnessed By:
LOCATION &GENERAL INFORMATION
Location Address: (43 Ctmol LA&3C Owner's Name:_TCFlrPF_ 53 J4C[Z(5--t —571
Owner's Address: 3495 NAi tJ S7
Assessor's Map/Parcel: 3 f'7 6Q /0—®ID, Certified Soil Evaluators Name:
k'P1MzKt rG-E_G�ZC.E'7s16fIt3C Ci> II/IC�cc�N9
/1c✓0=v� Certified Soil Evaluators Email:
New Construction or Repair: 06(C) � (CQCertified Soil Evaluators Telephone# ,156 3-
i
Land Use (e 51 C�Y.� !,1 aloe in% Slopes(%) IQ Surface Stones
Distances from: Open Water Body 7 10 o ft Possible Wet Area 7100 ft Drinking Water Well NIA ft
Drainage Way — ft Property Line 710 ft Other 0 ft
Parent material(geologic) Oy�Itilfyy�/1 Depth to Bedrock -7 1,2-
Depth to Groundwater: Standing Water in Hole: 100 (TP 1 Weeping from Pit Face N
Estimated Seasonal High Groundwater •
, t _
,
DETERMINATION FOR SEASONAL HIGH�WATER.TABLE 3 u
. _. . . _ _ - _....._ __._.w _ . _�.
Method Used: OteeLk &,c4oic Ia»
Depth Observed standing in obs.hole: /0(� in. Depth to soil mottles: — in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment d -_ ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level
lAkw- 2.41 Aertl 20l°l 21.0$ o,yo 9J�o�•�
PERCOLATION TEST Date 2 1.3 07Tine l.o
_ ._ �.._ �. ' 'Date '6d 0 awi t r
Observation
Hole# Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Pre-soak S e✓e' erevto j5 JI er c lA farmalfayi- dated
RateMin./Inch G L L Z 2-0-o y/ ietc(orPYIed b� Down cape J
Site Suitability Assessment: Site Passed_��S Site Failed: Additional Testing Needed(Y/N)
t ' i
Deep Observation Hole Log ': Hole#: 1 t 2-
Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other
(in) (USDA) (Munsell) (Structure,Stones,Boulders,
Consistency,%Gravel
p G -` _ ill
6 - y 2 6 1✓5 �0+r �`l�
42- M0 G
Deep Observation Hole Log Hole#: 3 t y,
Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other
(in) (USDA) (Munsell) (Structure,Stones,Boulders,
Consistency,%Gravel
(o 4 '� t.s l d r
Deep;Observation Hole Log•,; Hole#:
Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other
(in) (USDA) (Munsell) (Structure,Stones,Boulders,
Consistency,%Gravel
t
Deep Observation Hole'Log �,. :Hole#:
Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other
(in) (USDA) (Munsell) (Structure,Stones,Boulders,
Consistenc %Gravel
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 pervious 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?
Certification
I certify that on (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,expertise
and experience described in 310 CMR 15,017.
Signature Date /
SKETCH: (Or you can attach a separate sheet)
(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
r
SLAB EL. = 35.5± PROVIDE EXTENSION RISER WITH PROVIDE 24"DIA. H-20 CONCRETE RISER FINISH GRADE OVER D-BOX= 44.1'± GENERALNOTES
COVER OVER.INLET TO WITHIN 6" WITH SECURE CAST IRON FRAME& JUNCTION Box FINISH GRADE OVER CHAMBERS= 43.$' - 44.0' „
REMOVABLE WATERTIGHT RISER SLOPE @ 2%MIN. OVER SYSTEM 3/4 TO 1-1/2 DOUBLE WASHED
FINISH GRADE OF F.G. (TYP FOR S.T.AND P.C.) COVER TO F.G. (TYP FOR S.T. AND P.C.) DISCONNECT TO WITHIN 6"OF FINISHED GRADE STONE TO CROWN OF PIPE
2"SCH.40 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
@ FND. EL.= 5" DIA. OUTLET(S) 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
37.0'± F.G. OVER TANK EL.=3$.6 ± F.G. OVER P.C. EL.= 3$.6 ± TO D-BOX o 2"OF 1/8"TO 1/2"DOUBLE WASHED
MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 20) CODE AND ANY APPLICABLE LOCAL RULES.
24"MIN. EL.=37.3 ' STONE OR GEOTEXTILE FILTER FABRIC
EL.=37.70' (TYP) 9"MIN. 24"MIN. 1/ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
36' MAX. DESIGN ENGINEER.
PLACE H-10 RISERS ON
PROPOSED (TYP) 9" MIN. TOP OF SAS=4Z.93' ALL CHAMBERS WITH
4"SCH.40 PVC PROP. 36"MAX. , 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
42.1 0 36"MAX. ' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED.
sLOPE 1/o min. CO 3" 2�' DROP MIN. 3 40 PVC BREAKOUT EL= 42.60
� 3 DROP MAX. 9 TEE FINISHED GRADE
„ SLOPE @ 1%min. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
``' L=9'± - 2" PVC TEE--, 4" PVC OUT ELEVATION=42.60' FORA DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
36.37' 14TO SAS
48" INV. OUT= , ALARM ON, 0 � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
36.1 0 E=33.75 0 0 O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
36.70'* LEVEL 36.20' uMP ON CD0 0 o
uMP 0 0 0 0 0 0 o o Q 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
30.6'TO FND. LTEE - GVi!@ EL.=35.07'TEE �GW @ EL.=35.07' E=33.25 1" ., oo
g o
�-_ 12 MIN. , 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
- E-32.s5 42.50' 42.23 2 � 0 � 0 � 0 � � (� oo � 0 0 � � 0 ��EL.=31.70' 22"ZABEL FILTER EL.=31.85' 00 0 0C 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6 CRUSHED STONE MODEL#A1801-4x22 EL.=31.3 ' 36.1 0' 6" CRUSHED STONE o00 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
OVER MECHANICALLY (GAS BAFFLE ON BOTTOM) PROVIDE WATER-TIGHT SEAL AT o = 0 = 0 0 o o C� C-J
COMPACTED BASE OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
ALL PIPE PENETRATIONS(TYP) COMPACTED BASE AND DESIGN ENGINEER.
TYP FOR S.T. & P.C. 4.0' I 4.0'
LENGTH 11'-6" WIDTH 6'-0" DEPTH 6'-0" LENGTH T-8" WIDTH 6'-0" DEPTH 6'-0" 5 8.5 (TYP) �-I 4.0' 4.0'
OUTLET DISTRIBUTION BOX 4.83 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 40.00,
1 ,500 GALLONSEPTIC TANK 1 ,000 GALLON PUMP ,CHAMBER TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON A NAIL SET IN BIRDHOUSE POST AS SHOWN ON PLAN.
ALL TEES TO BE LINED UP DIRECTLY TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE BASE. FIRST TWO FEET OF OUTLET GROUNDWATER ELEV= 35.07' (ad USted
UNDER CENTER OF RISER OPENINGS PIPES TO BE LAID LEVEL. 40.1 O 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
''CONTRACTOR TO INSTALL L. SEPTICT CROSS SECTION VIEW 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
NEW SEWER PIPE AND EXIT ' I TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
BARN AT THIS ELEVATION ANDPROP O L. DISTRIBUTION DETAIL -10 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
LOCATION AS SHOWN ON PLAN. NOT TO SCALE (DIMENSIONS PER ACME-SHOREY) NOT TO SCALE NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
NOTES: h , r • - ems+ ' j� _ '» T TT TA
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
;. • E •• + -« PERC NO. APPROPRIATE AUTHORITY.
15957
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH I m
o INSPECTOR: David W. Stanton, IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
SEPTIC SYSTEM COMPONENT. I m UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
.' . ..
EVALUATOR: Michael Pimentel, EIT, CSE
....•.
w - • TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE Benchmark IO n 8 " -" C.S.E.•APPROVAL DATE: Oct. 27, 1999
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA S 8 - 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS Nail Set in • + DATE: April 25, 2019
Birdhouse Post rn , . 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE
ARE NOT CONSISTENT WITH TEST PIT DATA. a TEST PIT#. 1 &2
Elev. =40.00 m i° 4 + MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
A rox. MSL z . ..
�, �.. .,•;., �� .. � �,. � , • ELEV TOP= 43.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN.COARSE SAND FREE FROM CLAY,
3.) ENTIRE PROPERTY IS LOCATED OUTSIDE A DEP APPROVED ZONE II. MAP 317 pp -a ,
3�;�-. �' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
PARCEL 4-01 „�,. t
r "" - 11 ELEV WATER= 35.07'*(see below)
4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THEco 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR 224.66' ti� PERC RATE= <2 mpi (per Downcape) SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF , 00"W 0�� O •<>;=' C . " I /
MEASUREMENTS APPEAR TO BE INCORRECT. S82° 5 ® / a .p '°` • . " DEPTH OF PERC= C soil 16. PROPOSED PROJECT IS LOCATED WITHIN:
KIZ, i TEXTURAL CLASS: 1
PROP. 1,000 GAL. W ASSESSOR'S MAP 317 LOT 4-02
m =" • ,_- e+er + ry, • OWNER OF RECORD: JEFFREY L. SILBER and KRISTIN A. LEARY
.\ ,moo® / / = o 1' C�,
\ MONO. H-20 / Z p + �' LOCUS ` ADDRESS: 3485 MAIN STREET
\ PROPOSED PUMP CHAMBER /- <C ; • �� 0" 43.00' BARNSTABLE, MA 02630
DISTRIBUTIO J W Fill
SWING-TIES SOX ` / 3 Qn 8 '" 611 42.50' FEMA FLOOD ZONE X
DESCRIPTION HCA HC-2 g \ \ Z Q ' ' , t Loamy Sand COMMUNITY PANEL# 25001C0558J
/8'BUSH �o D
CU is f B 17. DEED REFERENCE: BOOK 7975, PAGE 49
SEPTIC TANK COVER IN 1 33.T 48.6' `s �� * ' IN
10Yr 5/6
4
� ) �/ 3 / \ o 18. PLAN REFERENCES: 1. PLAN BOOK 341, PAGE 16
14:4 �' o := z ( � � w � � ix. 42 39.50 )
SEPTIC TANK COVER OUT(2) 35.7 54.5 • ry 7�... 2.) LAND COURT PLAN 17994-D
O W \ sQ / W O
® w - , • ;'
PROPOSED INSPECTION PORT e'°" ,. ' , � / -EX. SHUT � �.
PUMP CHAMBER COVER IN 3 41.0 63.7 S r' -� c,� « �. " 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
O O Q 8„15„ 38� �� OFF VALVE fi 1
A
PUMP CHAMBER COVER OUT(4) 45.9' 70.4' �3� z � �� J ;> �� t 20. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
m '�
PROPOSED TWO(2) 500 GALLON '' � Coarse Sand DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A
c,� +�
LEACHING CHAMBERS W/ 3 ¢ i ' �� q r., C 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
SURROUNDING AGGREGATE < ( • �T FAN w xz ,
m A T 2 N Adj GW @ 95.2" 21. OWNER/APPLICANT/CONTRACTOR SHALL BE'RESPONSIBLE TO OBTAIN ANY AND ALL
i 1
� Tp 4 Q\ � � > � � 95.2 _ 35.07 REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
(4 O REMOVE UNSUITABLE �.. .a
'� 43 36- ! ) 100" Stand. GW 100" v 34.6T
MATERIAL DOWN TO"C„ 45xa
SOIL& REPLACE w/ \ PR. WATER
(3 \ `� I
1
CLEAN COARSE SAND \ T 3 \ 1 „ , �` SERVICE ¢ LOCUS PLAN
- LEGEND
PER 310 CMR 255(3) I T�1 ` ,`!, I ,�_ ,
V= SCALE. 1 1000
45 0 � 3j IN 36.5 � 120 ,
(2 \ , 1 10 ` 1� ) 3g 6 t 33.00 50x0 EXISTING SPOT GRADE
O
C-1 l 30.6 26'° - 50 - - EXISTING CONTOUR
(1 30.6' cn I I 1 37 \I 6' . -
N I 7 / / / 36 EX. BARN Gp 1 ' T T DATA r vu PROPOSED CONTOUR
##43 MAP 299 9 con_ d- CO I °� / / \ PERC NO. 15957
O � N / EL.=35.5 Gps �, 50 PROPOSED SPOT GRADE
EX. BARN o PARCEL 03 0 0 J 3' v- ( � s� NUMBER OF BEDROOMS(EXISTING) 0 INSPECTOR: David W. Stanton RS
m m / J `� i ' I I c26' NUMBER OF BEDROOMS DESIGN d/H/W - EXISTING OVERHEAD UTILITIES
0 � rn aD s<,A�Ili � ( ) 3 MIN. PER TITLE 5
- EVALUATOR: Michael Pimentel, EIT, CSE
t N ` PR. SHUT DESIGN FLOW 110 GAUDAY/BEDROOM ,
EL.=35.5 C I Q . �oQb{DOFF VALVE C.S.E.APPROVAL DATE: Oct. 27 1999 E E PROPOSED UNDERGROUND ELECTRIC LINE
TOTAL DESIGN FLOW 330 GAUDAY DATE: April 25, 2019 GAS EXISTING GAS LINE
Iwo' �- DESIGN FLOW x 200 % 660 GAUDAY TEST PIT#: 3&4
35,--
HC- , MAP 317• m P W PROPOSED WATER LINE
I' r 1 USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 45.00
THE L1N PARCEL 4-02
52 C ±S.F. '� FENCE X ELEV WATER= 35.07"'(see below) TEST PIT LOCATION
MAP 299 PROPOSED 1, X X-`X- INSTALL 2 500 GALLON H-10 LEACHING PERC RATE_
SWING TIESPLAN Soo GAL. (i.2o±Ac.) \� x X--- � O
SCALE: 1"=20' PARCEL 01 MONO. H-20 SEPTIC TANK CHAMBERS W/ AGGREGATE O O O PROPOSED 1,500 GALLON MONO. H-20 SEPTIC TANK
212.03'
S82° 55'00„W '` � DEPTH OF PERC=
SIDEWALL CAPACITY O O O PROPOSED 1,000 GALLON MONO. H-20 PUMP CHAMBER
MAP 317 �� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.68 GPD/S.F.) = GAUDAY TEXTURAL CLASS: 1
PARCEL 4-03 (25.0'+ 12.83) (2 ) (2' ) (0.74 GPD/S.F.) 112.0 GAUDAY
PROPOSED 4"SOLID.SCHEDULE 40 PVC PIPE
' BOTTOM CAPACITY 0" 45.00, PROPOSED H-10 DISTRIBUTION
O E U ON BOX
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Fill
(25.0'x 12.83') (0.74 GPD/S.F.) 237.4 GAUDAY 6" 44.50' Qp PROPOSED 500 GALLON H-10 LEACHING CHAMBER
INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE MADE NOTE: PUMP MUST BE EQUIPPED WITH A HIGH LEVEL ALARM
WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX LOCATED IN THE BUILDING SERVED WHICH IS POWERED BY A Loamy Sand
B
CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER CIRCUIT SEPARATE FROM THE CIRCUIT TO THE PUMP. �! 6 i TOTALS: 10Yr 5/6 PROP. 2"SOLID SCHEDULE 40 PVC FORCE MAIN
i CALCULATIONS TOTAL NUMBER OF CHAMBERS
2
INSTRUMENTS 42" 41.50'
HOISTING CABLE 7 x 19 STAINLESS PROPOSED 1500 GAL. H-20 MONOLITHIC SEPTIC TANK TOTAL LEACHING AREA 472.2 SQ.FT.
NEMA4 JUNCTION BOX CORROSION RESISTANT& REV. DATE BY APP'D. DESCRIPTION
LIQUID-TIGHT CABLE CONNECTORS SUPPORTED STEEL 1/8 DIA. /1,760 LB. STRENGTH HIGH GROUNDWATER EL.=35.07 TOTAL LEACHING CAPACITY 349.4 GAL./DAY
2"SCH.40 TEE w/CLEAN-OUT CAP TOP OF SEPTIC TANK EL. =37.70'
CONNECTORS SUPPORTED BY 1-114" PVC CONDUIT PROPOSED SEPTIC SYSTEM PLAN
' BOTTOM OF SEPTIC TANK EL. =31.70' DOSING & STORAGE REQUIREMENTS
JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH. 80 PVC WATER DISPLACED= [35.07'-31.70]x 11.5'x 6.00'=233 C.F. PREPARED FOR:
GEORGE FISHER CO. MODEL NO. 560 WEIGHT OF DISPLACED WATER=233 C.F. x 62.4 LB/C.F.= 14,539 LBS DESIGN FLOW: 330 GPD C Coarse Sand
WEIGHT OF 1500 GAL. H-20 MONOLITHIC SEPTIC TANK=23,600 LBS 2.5Y 6/6 CAPEWIDE ENTERPRISES
•- 3" DOSING REQUIRED: 4 CYCLES /DAY
2"SCH. 40 TO D-BOX SOIL COVER=(38.6'-37.7')x 11.5'x 6.00'=62 C.F.
WEIGHT OF SOIL ABOVE TANK=62 C.F. x 110 LB/C.F. =6,820 LBS 330 GPD/4=82.5 GALS/CYCLE
ALARM ON 114"WEEP HOLE IN DISCHARGE PIPE 23,600+6,820=30,420 LBS> 14,539 LBS;THEREFORE ACCEPTABLE LOCATED AT
DISTANCE REQUIRED BETWEEN PUMP 43 CINDY LANE
cp UM P ON ON AND PUMP OFF FLOATS:
GW L7a EL.=35:07' -- 0 2" BALL CHECK VALVE SCH. 80 PVC 100 BARNSTABLE, MA 02630
PUMP P.S.I. FLOWMATIC MODEL No. 208S Y CALCULATIONS 82.5 GALS/CYCLE -= 250 GALS/FT = 0.33 FT/CYCLE -A-di G�a7 119.2" ,
- (USE 0.40'TO PROVIDE FOR BACKFLOW) 119.2 _ 35.07
Stand. GW 124" SCALE: 1 INCH = 30 FT. DATE`. DUNE 28,2019
PROPOSED 1000 GAL. H-20 MONOLITHIC PUMP CHAMBER STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. 124 _ 34.67 0 15 30 60 120 FEET
(2)WIDE ANGLE CONTROL FLOATS J// o 0 2"SCH.40 PVC DISCHARGE PIPE HIGH GROUNDWATER EL.= 35.07' STORAGE PROVIDED ABOVE WORKING LEVEL: 588 GAL. t�
TOP OF PUMP CHAMBER EL. =37.35
WL
(BARNES 073618) � �- JOHN L �' PREPARED BY:
1: PUMP ON/OFF 120 ACTIVATION BARNES SE41�1 PUMP;�0.4 H.P.; 115 V; BOTTOM OF PUMP CHAMBER EL.=�31.35' - RESERVED FOR BOARD OF HEALTH USE CHURCHILL M.
IMP. DIA. 4.25 (MIN.), 2 DISCHARGE WATER DISPLACED=[35.07 31.35]x 7.67 x 6.00 171 C.F. BASED ON THE CAPE COD gVIL �, JC ENGINEERING, INC.
2 ALARM ACTIVATION COMMISSION METHOD No. 4teo7
PASSING 1-1/2"SOLIDS OR EQUAL. WEIGHT OF DISPLACED WATER= 171 C.F. x 62.4 LB/C.F. = 10,670 LBS 2$54 CRANBERRY HIGHWAY
INDEX WELL: AIW 247
WEIGHT OF 1000 GAL. H-20 MONOLITHIC PUMP CHAMBER= 16,000 LBS WATER-LEVEL RANGE ZONE: B ' EAST WAREHAM, MA 0253$
S(IC PLAN
A' SOIL COVER=(38.6'-37.35')x 7.67'x 6.00'=58 C.F. WATER DEPTH READING: 21.08'
1000 GALLON - O L DETAIL C r AN WEIGHT OF SOIL ABOVE TANK=58 C.F. x 110 LB/C.F. =6,380 LBS WATER DEPTH READING DATE: APRIL 2019 508.273.0377
NOT TO SCALE SCALE: 1"=30' 16,000+6,380=22,380 LBS> 10,670 LBS;THEREFORE ACCEPTABLE WATER-LEVEL ADJUSTEMENT: 0.40' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.4631