HomeMy WebLinkAbout0019 PLYMOUTH AVENUE - Health 19 Plymouth Ave
Hyannis
A= 309-015
_�d
f ,
No. k Fee
THE COMMONWEALTH OF MASSACHUSETTS,, Entered in computer:
Yes
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS
ftPYitation for Misposal *pstem Construttion Permit
Application for a Permit to Construct( ) Repair( ) Upgrade,( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 11 P1 X M 0 Owner's Name,address and Tel No.
Assessor's Map/Parcel 3 Oc) / Is �a"'-� Icl PC, & A-ui� kR& 04
Installer's Name,Address,and Tel.Ao.MF-(j 77-997-( Designer's Name,Address and Tel.No.�w-a 73 0377
Type of Building:
Dwelling No.of Bedrooms �^ Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 4Z,(5S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ,3.3o gpd Design flow provided gpd
Plan Date s f 7 a 0 e� Number of sheets Revision Date
Title 1! N-YWOL/W /1 � k/�0JUIS
Size of Septic Tank /5cc) czs .- Type of S.A.S. 20 AC 3F,W,
u
Description of Soil .5eq7 L>L.40
Nature of Repairs or Alterations(Answer when applicable) w ,6 W� lb
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 ealt .
Signed Date Q ^t
Application Approved by Date a - 17_f.4 —
Application Disapproved by Date
for the following reasons
Permit No. oZ U .1 �3 Date Issued a�l7
�, _,,�-._,h'.--..:....-__r.'V"'�."'^:...�..'�Ti+'�4G _�MJ'�ItiN*,'@�pWtY\A...o-b++�Wi.�'"'4iv'.,,.n4�i+°+?�J�,.^Ws•/���vd'..d'a"t4°`.+'re:ia t„'�-f%�^. Fw^ a�- » r.._^-.Pvy.._.
No. Fee
I THE COMMONWEALAW ASSACHUSETTS� r° Entered in computer: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitation for Misposal 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair�O Upgrade_( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Pq Y p Owner's Name,,Mdssand Te�1�No �LL_,-�.-.
Assessor's Map/Parcel 3�9 S �u---'� Icl P M,a, "i H uls, iud4
Installer's Name,Address,and Tel.No.Mg�-477—$$?7 Designer's Name,Address and Tel.No.5S e_a73 7 037
cr4'PQJ ID7 6_-�cUsC3 6-Lcarc I
sue- I- I 05u. A
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) 3:30 gpd Design flow provided .��St� gpd
Plan Date ;2— 1-7-c�0 0- / Number of sheets Revision Date
p
Title t -I P�"Y"' ouw )F U : k Y�Q)�u I S
1
Size of Septic Tank /5CC) 694-C.- Type of S.A.S. :10 / ' 3aP,
tI
Description of Soil PC.d4+V 4 h
Nature of Repairs or Alterations(Answer when applicable) usy.,� [;g ,66yrrc bk1r_ -M
a T as Aa;t .36Efc H-;ty P762-Z davpcC
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 o Healt .
Signed Date
Application Approved by f Date - f j-'-
Application Disapproved by Date
for the following reasons
Permit No. P 0 1 P — o3 Date Issued aP 17
--------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( )
Abandoned( )by Clqaw Cog, M—r�AKff L LO,-
at 19 PaYwoG7i"L[ /4u6 *Y has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ao 1 03edated
Installer �,d4f6w*5 aal Ltmes Designer ^-TG
#bedrooms A Approved design flow 3551;L gpd
The issuance of this permit shal /ot b construed as a guarantee that the system wi ctibn as esi�`1he/d.
Date � 4/ Inspector � �� �'�---�---�+.. \
-
--- -------------------------------------- --- --- -----------
No. d !6 Fee fig:()
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction 3pPrmit
Permission is hereby granted to Construct( ) Repair(Yj) Upgrade( ) Abandon( )
System located at
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.
Date Approved by
Provided:Construction must be completed within three years of the date of this permit;
'�
c
i
I
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
. BA S MASS. . Public Health Division
MASS.
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862.4644 Fax: 508-790.6304
Date: 3-6-(2 Sewage Permit# 1otZ-038 Assessor's Map/Parcel 309 / 15
AN
Installer&Desiener Certification Form
Designer: 5C Engtne-e60S, Tvic Installer. Capewide- C-nherec(se.s, LLG
Address: Tta� W2 a Address:
East wcretnaro ` H-R a2-5,3 d^A
On a-l:`i`_o��i _ L6 ewiCe c" uI. was issued a permit to install a
(date) (installer)
septic system at J_Q_ ely,mauNn Ave. uC- based on a design drawn by
(address)
G Lr1 ��ee�(!1c Tv►G, dated Fe�ocuar 17 ZotZ
(designer)
i/ (.certify that the septic system referenced above was installed substantially according to
Elie 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 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 req ' nspected and the soils
were found satisfactory.
CIIUe:i:ril!L
JR. ►
�- (In�Iler-sPn e) No 11d1�7
w�
esigner's Signatur (Affix esi er s mp Here)
PLEASE RETURN O BARNSTABLE 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`.nlTi�c li,nnskJc:igncruriilicaiion ronn.doe '
Town of Barnstable P', _
Departitnent of Regulatory Services
DAMMBM l Public Health Division Date
MASS.
lFu 200 Main Street,Hyannis MA 02601
Date Scheduled Time Fee Pd.
Soil Suitability .A.ssessment,�`or �' a Disposal
Performed.By:Q�vrAd4,t t I- Vef'`do ,6/-F 6�F Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address ��,f �/ Owner's Name piGb
19 P w/YG O V t L �u�i 1 � Address I`t P I Yi4 ou-a dUGr
Assessor's Map/Parcel: ,�v /Q( 5 Engineer's Name
NEW CONSTRUCTION REPAIR V Telephone# ,��j�`s V7
Land Use: Q f_s i dt o 1 1 qJ _ Slopes(96) 3-8 Surface Stones
Distances from: Open Water Body/C ft Possible Wet Area',`*3 06 ft Drinking Water Well ? ft
Drainage Way ft Property cane ? 0 ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
$ee_ a(�ae�tc1. elul
„» ZE:
Uri
g's'r
Parent material(geologic) WgSP) Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: /\411 Weeping from Pit R'ce [a d11-e
Estimated Seasonal High Groundwater 102 t I 80
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: ptcect 6 0se_fL_Aiiv1 ��G 9�
Depth Observed standing in obs.hole: _- In. Depth to loll mottles:
Depth to weeping from side of obs,hole: in, Groundwater Adjustment ft.
Index,Well# Reading Date: ^ Index.Well level-;� Adj.factor„ — Adj.Groundwater Level
,
PERCOLATION TEST Dide OLL1311P Time dry r�
Observation
Hole# r1 C) Time at 9" .�
Depth of Perc Time at 6"
Start Pre-soak Time @ _ Time(9"-6")
End Pre-soak
Rate Min./Inch
Site Suitability Assessment: Site Passed_� Site.Failed: Additional Testing Needed(YIN)
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.
Q:\SEPTtC\PERCFORM.DOC
DEEP-OBSERVATION
ON HOLE LOG Hole# I
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistency.%'Graven
-y S! 13 �S /ci''R
`Ifl—� So"Id 07.ry6l/4 )or, tie 1 .
�Y 1a6 Ca a.5 6 3 @/0k'
DEEP OBSERVATION HOLE LOG Hole#_ a
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o sis a %Grave
• -®-ail F� I i -
aN�3a �S 1�IVIR3/a
3v--7a f3 LS I `(RSA
�a-ivy � ��c � a,�'•Y6 -` o�� ,a � .�1
/09 i12 C a D-)a6
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%Gravell
]DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Consi t n
e
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes x_.___
Within 500 year boundary No ) , Yes
Within 100 year flood boundary No.x 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? __1__'e
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on a (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was perfoi•ined by me consistent with .
the required training,expertise and experience described in 10 CMR 15.017.
Signature U -�� Datb ' 13 /
Q:1S.EPTICIPERCFORM.DOC
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Misposal 6pstrm Construction Vermit
Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.I at PIYACOVW A�Vs Owner's Name,Address,and Tel.No. t4A kl&-1,; P•LIB d
i 9 C�YKt YbF AV E
Assessor's Map/Parcel 3 (, l �{ mar' '
Installer's Name,Address,and Tel.No.501 .-4 j 7-98-" Designer's Name,Address,and Tel.No.
dAj9&-,ARibE At% 4L.-e-1 �C
Type of Building:
Dwelling No.of Bedrooms o� Lot Size t 8 70 0 sq.ft. Garbage Grinder( )
Other Type of Building P_S 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)
C._j I IVY G�tC
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 He .
Signed Date l oZ"[ " I.,,—
Date Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. do ( ),. - 6 o1(n Date Issued
No. �' t/), Entered computer:
THE COMMONWEALTH OF MASSACHUSETTSin
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftolicatlon for Disposal 6pstetn Construction Permit
Application for a Permit to Construct( ) Repair 00 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.10i {�(.NCOUTO I�VE Y Owner's Name,Address,and Tel.No. (-f a,t1(,- ��G
19 P LyKc o v TN A\16
Assessor's Map/Parcel '30 V 1 A
Installer's Name,Address,and Tel.No.509-47 7-_99-r? Designer's Name,Address,and Tel.No.
C(r*s�D�AbE 2ts�s c.
Type of Building:
Dwelling No.of Bedrooms Lot Size ��� sq.ft. Garbage Grinder( )
Other Type of Building 'C S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
s
Size of Septic Tank Type of S.A.S.
Description of Soil
( r
Nature of Repairs'or Alterations(Answer when applicable)
Date last inspected:
Agreement:
� r
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 Hea ,
Signed ' +Date -,;t q
Application Approved by Date tt
Application Disapproved by Date
for the following reasons
Permit No.r3C - o aArA Date Issued (4 l
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(tertificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X Upgraded( )
Abandoned( )by (�"GU2Lb&: Qg;r-ZV O-LS&7f C L
at (! P tmN K6%:77A-. 4 V197 J4'4XjJBJ t s has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installers 61tJ[ ?P1Cs.5 $ LL C Designer
#bedrooms 2— Approved design flow gpd
The issuance of this pe72S
not be/construed as a guarantee that the system will functi'b as desi n d.
Date V// I'-)— Inspector
I �
No. 69 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at �G �L� 0 U-i-A ] k ;%*A Q Q( :5
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 mustt be completed within three years of the date of this permit. //
Date �� I Approved by nq.rN/L.g4its_ ;(-,
TOWN OF BARNSTABLE
LOCATION �( p`ymou I t d venue SEWAGE# 01 1 `."0 3
VILLAGE fi a1�yEi`.� ASSESSOR'S MAP&PARCEL 30q
{ INSTALLER'S NAME&PHONE NO. �M RZ—8877
SEPTIC TANK CAPACITY"
LEACHING FACILITY: (type) r,10 Ar,(36HC thU (size)
NO.OF BEDROOMS o2 f
OWNER fl;rj 1ra..o 1 c4 P + A/,r4^,-c,f , MAI
PERMIT DATE: -11-2,o 1`2.. COMPLIANCE DATE:
Separation Distance Between the: , 4.
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) 1-" A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within a
300 feet of leaching facility) f0 Feet
FURNISHED BYLC-
OJ
3
CO mil,,(Z oz�, a' c, 7 �
�-1 T� v! f w
fF If it
UI Rj PU AJ 9,
as,
Fl,'F,® W
v, R,
n n
! 1 1 6
FINISH GRADE OVER D-BOX= 40.0'+ 4" SCHEDULE 40 PVC MIN. SLOPE 1 % PROP. VENT WITH CHARCOAL
TOP OF FOUNDATION = 42.6 GENERAL NOTES
�- PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN.
WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN 3"OF
FINISHED GRADE 4•0.3 �. METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = 41 .5'± r-5" DIA. OUTLET(S) F.G. (ONE PER OUTER ROW) CODE AND ANY APPLICABLE LOCAL RULES.
20"MIN.ACCESS 9"MIN. } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER(3 TYP.) 36"MAX. I DESIGN ENGINEER.
PROP. PVC PROP. PVC 36"MIAX. SEE NOTE 21 TOP OF SAS/B.O. = 36.33' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE
SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED.
-_ �� 2" DROP MIN. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
MIN.SLOPE @ 1� 6" 3" 3" DROP MAX. 3" 9„ L=43'±
-- MIN.SLOPE�1% JOINTS (TYP.) ELEVATION =36.33' FOR A DISTANCE OF IIS AROUND THE PERIMETER OF THE SAS. UNLESS A
jo
10" 4" PVC IN FROM 1.33' » 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
*40,7'± 14" 37.75' SEPTIC TANK 4" PVC OUT TO 0 0, (NP•) (5.(75'(TYP) 1 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
* �� LEACHING FACILITY CLEAN SAND 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
_39.9 _(a) IE
12" 6"
OUTLET TEE 36.30' MIN. 36.13' 35.90' 35.00' (laid flat) 34.5" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
38.00' 48„ 01 (NP•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE 6" CRUSHED STONE (Np•) 5'MIN. 1 1.6 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
OVER MECHANICALLY REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
10.6'TO FND COMPACTED BASE 25 0' AND DESIGN ENGINEER.
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 43.00'
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= 29.80' BIODIFFUSERS (END VIEW) ESTABLISHED ON A NAIL SET IN UTILITY POLE#1A AS SHOWN ON PLAN.
COMPACTED BASE C (jM C C BASE. FIRST TWO FEET OF OUTLET
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK FY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) 9 THOROUGH DIG SAFE AT LCTOR SHALL EAST ST 72 HOURS PRIOR O COMMENCING WORK ON SITE AT
LENGTH 10'-6" WIDTH 5'-$7 DEPTH 5'-8" (Dimensions per Wiggin
CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
Precast Carp., Pocasset, MA) TO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY THIS ELEVATIO' SEPTIC TANK PROFILE DISTRIBUTION BOX D E�..I_ I L ARC 36HC (#3616 B D) BIODIFFUSERS (H-20)& REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
L `d TEST RIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. 13552
APPROPRIATE AUTHORITY.
Benchmark e c3 INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
Nail in U.P.#1A S8 d EVALUATOR: Bradley M. Bertolo, E.I.T. THEY SHALL WITHSTAND H-20 LOADING.
Elev. =43.00' ' C.S.E. APPROVAL DATE: July 2003
Approx. M.S.L • DATE: February 2012
y13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
MAP 310
PARCEL 435 J UP 1A ••" � TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
MAP 292 rk2� . • I C � ELEV TOP= 38.30' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
' ELEV WATER= 29.30' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
PARCEL 114 '•• /
" S / ) / : /� 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
1.180°4747 E _ �' t PERC RATE _ <2 min./inch
Q 42.87 X X X X
X / - ¢ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
Cf)`t X-n �' I l� DEPTH OF PERC = 60"-78"
�_X-x- X- X-'' X X ' ' LOCUST 16. PROPOSED PROJECT IS LOCATED WITHIN:
7, TEXTURAL'`-X i '.-,"�� TEXTURAL CLASS: 1 ASSESSOR'S MAP 309 PARCEL 15
N80°2�-20„ -�: -- �42-- t o
-- OWNER OF RECORD: RICHARD P. & MARGARET M. HALLET
40.46 E \ / vED O�wEWAY I C ADDRESS: 19 PLYMOUTH AVENUE
I / pA �� � f'' 011 Loamy Sand 38.30' HYANNIS, MA 02601
-•-'' o_ .L A
8 10Yr 3/2 37.63
�O » ,
SHED =o r" FEMA FLOOD ZONE C
Loamy Sand
t y - B 10Yr 5/6 COMMUNITY PANEL# 250001 0005 C
7\ \ �,A 7Z - 17. DEED REFERENCE: L.C.0#75254
GN Gas -
Gas Ga� _ \ � " �`" 48" 34.30' 18 PLAN REFERENCE: L.C. PLAN 14034-A
-- 2
too N �O G N 3 S B Fire 60 33.30
G �1
�\ HC-1 ° ,` -N Perc 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
78" 31.80' 20 PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
n Med. to Coarse Sand
MAP 309 \ C-1 20% Gravel FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
PROP. C/O o PROPOSED 40 MIL. IMPERVIOUS 2.5Y 6/4 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
'o INV.=40.8'± o a� PARCEL 15 GEOMEMBRANE LINER; �� "� 84" 31.30'
CP (a) o �' 8,540 S.F.± TOP EL.=36.33'; BOT. EL.=32.33'
---- -- -- - - - -- - -- 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
-13 EXIST. CESSPOOL TO Medium Sand APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7)AND 15.211 (1), RESPECTIVELY:
BE PUMPED AND FILLED - INV.=40.0'± C-2 10Yr 6/3 (1.) A 2.0'WAIVER(3.0 -5.0') FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM.
WITH CLEAN SAND- #19 LOCUS PLAN (2.) AN 8.5'WAIVER (20.0'- 11.5') FOR THE SETBACK FROM THE PROPOSED LEACHING
\ (b) EXISTING 108" Mottling @ 108" 29 30' SYSTEM TO THE FOUNDATION WALL.
-w IF NECESSARY, REMOVE ALL
2-BEDROOM -w 10Yr 5/8
EXIST. CESSPOOL TO BE PUMPED DWELLING w- -- w UNSUITABLE MATERIAL DOWN TO SCALE: 1"= 1000'
AND REMOVED IN ACCORDANCE 4C) (� TOF =42.6'± ��W�� "C-1" SOIL& REPLACE WITH CLEAN 126" 27.80'
WITH 310 CMR 15.000--- SAND PER 310 CMR 15.255(3) No Standing or Weeping Observed
1�, 2 C "�-�'- \ DESIGN DATA TEST PIT DATA LEGEND
�0 6 (h N �( PERC NO.
/ PROPOSED PVC VENT 13552
5 PIPE; EXACT LOCATION INSPECTOR: Donald Desmarais, R.S. 50x0 EXISTING SPOT GRADE
HC- - 10� ' PER OWNER NUMBER OF BEDROOMS (EXISTING) 2 EVALUATOR: Bradley M. Bertolo,
(4 NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) E.I.T. - - - 50 --- --- -- EXISTING CONTOUR
0 6 TP 2 PROP. D-BOX 25.0' GAUDAY/BEDROCoM DESIGN FLOW 110 C.S.E. APPROVAL DATE: July 2003
� • ._ at' 50 PROPOSED CONTOUR
\�
� -••� � DATE: February 13, 2012 -L-
TOTAL DESIGN FLOW 330 GAUDAY 0\, "�`, I TEST PIT#: 2 - ❑/ EXISTING OVERHEAD UTILITIES
PROPOSED 1,500 GALLON SEPTIC TANK �-4p �•� is+ /yam DESIGN FLOW X 200 % = 660 GAUDAY ELEV TOP = 40.30'
EXISTING GAS LINE
\ 7 Q USE PROPOSED 1,500 GALLON SEPTIC TANK
\ ����,/S� \ � - �4p .. �.� ELEV WATER= 29.80'
MAP 309 '�11/p L'`1T�c (3 -�=*- _ --- \��y� PERC RATE _ W V, EXISTING WATER LINE
PARCEL 14 \ TP 1 OFF fir\ '~ -
-{6) \ TEST PIT LOCATION
�'e 1 0 �• � O DEPTH OF PERC =
38x3' w i \ INSTALL 20 - ARC36 HC (#3616BD) BIODIFFUSERS (H-20)
\ TEXTURAL CLASS: 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK
SYSTEM CAPACITY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
J6 \ \ �3a� j (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD 0" 40.30,(100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY
'38
\ �--� --- Fill 13PROPOSED DISTRIBUTION BOX
3°0530"� i S TOTAL : 24 Loamy Sand 38.30, Q PROPOSED ARC 36HC (#3616BD)BIODIFFUSER(H-20)
9 A
' -PROPOSED INSPECTION TOTAL NUMBER OF BIODIFFUSERS: 20 30" 10Yr 3/2 37.80'
PORT WITH ACCESS BOX
� _---36-�... TOTAL NUMBER OF COUPLINGS: 0
TO GRADE TYP OF 2
( ) TOTAL LEACHING AREA: 480.0 B Loamy Sand
\ TOTAL LEACHING CAPACITY: 355.2 10Yr 5/6 ,
PROF'. TOTAL 20 ARC 36HC REV. DATE BY APP D. DESCRIPTION
72" 34.30' -
(#3616BD) H-20 BIODIFFUSERS
\ \
IN A FIELD CONFIGURATION PROPOSED SEPTIC SYSTEM UPGRADE
\ =\ -- � •- � �. \ NOTE: C 1 Med. to Coarse Sand
EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 20% Gravel PREPARED FOR:
_ PLO Pv O��l DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 2.5Y 6/4 CAPEWIDE ENTERPRISES
_ "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 108" 31.30'
WETLAND OFFSE T1'��y /� EOGE �I�N�`PRwP��`A� DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED LOCATED AT
��pE JANUARY 11, 2011). TRANSMITTAL NUMBER W000052. Medium Sand
SWING-TIES C-2 10Yr6/3 19 PLYMOUTH AVENUE
Mottling @ 126" HYANNIS, MA 02601
� DESCRIPTION HC-1 HC-2 HC-3 126" - � 29.80' _-- _
10Yr 5/8 SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 17, 2012
SEPTIC COVER IN (1) 25.5' 24.6' -- 30 0 5 10 20 40 FEET
No Standing or Weeping Observed �r;iqs,
NOTES: SEPTIC COVER OUT(2) 31.7' 20.7'
J HN PREPARED BY:
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM BIODIFFUSER CORNER(3) -- 30.2' 23.0' RESERVED FOR BOARD OF HEALTH USE o CH H •L JR JC ENGINEERING, INC.
COMPONENT. BIODIFFUSER CORNER(4) -- 25.8' 11.5' I so 7 2854 CRANBERRY HIGHWAY
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING BIODIFFUSER CORNER(5) -- 50.5' 29.1' �� ` EAST WAREHAM, MA 02538
SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO SITE PLAN 508.273.0377
ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. BIODIFFUSER CORNER(6)T -- 52.9' 1 35.2- -
Drawn B MCP Designed By:MCP Checked B JLC JOB No. 2148
SCALE: 1"= 10' y y