HomeMy WebLinkAbout0020 CIRCUIT AVENUE - Health 20 Circuit Avenue
Centerville
A = 227 004
0milord., NO. 1521/3 ORA
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n S�
" I V PAM /�`� Fee
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` Entered in computer:
THE COMMONWEALTH OF MASSACHUSE S
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Rpphratton for �Dtgogal 6pgtem Con.5tructfon Vertu
Application for a Permit to Construct( )�+ Repair( ) gradeX) Abandon( ) ❑.Complete Systems�❑Individual Components
Location Address or Lot No.eQ U c i rc o i+� Ave-f' Owner's Name,Address,and Tel.No. ��/4�A�/ri�'-� ( �J�/��y�r C
Vl 'ral,-Vitte, 1 'r�, cen� aV circui- ITVe,
Assessor's Map/Parcel P q (rog)I 11 !q 19 U6 ( L/t c 0\4
Ca wide C-n+erpr1SP SIC. 6:K incer in
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
103
Ceft+ervIRkt MA 15020� �73-v3� �, ware hja►n
rehja►n YKA
Type of Building: yi t
Dwelling No.of Bedrooms Lot Size a7 �% sq.ft. Garbage Grinder ( )
Other Type of Building 51 n ' 1 ty No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided �lp 01® gpd
Plan Date 1/ WS Lo®7 Number of sheets Revision Date
—r
Title
Size of Septic Tank -( Type of S.A.S. (-7 L G
Description of Soil �44 TV1 %iG�� Lr
Nature of Repairs or Alterations(Answer when applicable) K�eL3 'i44nnk
y
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.
S' ned Date
Application Approved by Date �--
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued a— Q
Jt �
I L1 No. C7a)� r�•'/U � �.,..: r 4/" � � � � � /'}�') � Fee /- ?
')Eb` ' Entered in computer:
THE'COMMONWEALTH OF MASSAC4USE S
PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS YeS
2pplication for �Di5pogal 6potem QCon0truction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade(x) Abandon( ) ❑.Complete System [:]Individual Components
Location Address or Lot No.-(b C i ( U i+ Ave. Owner's Name,Address,and Tel.No. &Cu ri e I r ae K rcl `
Assessor's Map/ParcelPP
Ca peww C-nkurris �.�. irk irfce.r ill
Name,Address,and Tel.No. ��X .��03 Designer's Name,Address and Tel.No.
t 0 `� �n+ery I tte M A � ;0311
ran be( 1!w
,SAS 2v Z C 5US) ?3 E, W6(chaVn, IMA,
Type of Building: f i r,
Dwelling No.of Bedrooms `"( Lot Size 'i 61H a7 sq. ft. Garbage Grinder ( )
Other Type of Building 51(1 , rnVA i ty No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow'(min/.required) y(+(� gpd Design flow provided y St/
A, P Q gpd
+ Plan Date 1t i o d Loo 7 Number of sheets Revision Date
i
Title
Size of Septic Tank 5�0 a cf0-1 Type of S.A.S. ('] ) L C. 4 G�q m t�Q�s w I STv ne
1- Description of Soil QAL 41V) R Z
I
Nature of Repairs or Alterations(Answer when applicable) 00,3 TAMk
j Date last inspected: '
Ali
I 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.
S' ned Date
Application Approved by's Date �— O
Application Disapproved by: Date
for the following reasons
Permit No. I Date Issued l G
--------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS .
(Certificate of Compliance
THIS IS TO CERTIF�Yt,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (V
Abandoned( )by
at 1,0 L%r(.,J A.)-- C.K yt. t t,.\k r has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ( _� dated
Installer _���, E+t'l. /p���c} �.t. < Designer
1�4
#bedrooms 7 d
�{ Approved de�igflow gp
The issuance of this permit shall/ c ns ru s a guarantee that the system dui I fu ction as designed.
f Date Inspector
-�——————————— --------------------v------- —
No. Fee Q 0
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
lwigoml 6p$tem Construction Permit
'Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (¢�) Abandon ( )
System located at 7%3 L.i Cc
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
Jo comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three year of the date of'th'is--pe
Date Z/�! 0 O Approved by_ \ _
JAN-14-2008 03 :32 PM JCENGINEERING 508 273 0367 P. OI
` t
town of bar rnstawe
Regulatory Services
4 Thommas,F. Geiler, Direet6r
ABLE, I
Division'Public Health Din
Thomas McKein, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax; 508-790.6304
Installer &Designer Certification Form
Date: _�Liq C3
Designer: 'G a; lJG1AJEtI0J(a, Instalier: CAPeW& ��NT RPRrSEs
- -
Address; _C IZA K8!=' . ivy Address, CCU.!3 ov- "l to 3
p'Z b3 Z
Oil_ i Z�o�__ C ewtid-' a was'issued a permit to install a
(date) (installe
septic system at 2 U C`tom t t based on a design drawn by
(address)
2:► u(�� dated PIL)V 1»�t�IZ S' 2.cv'�
(designer)
X_. 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,
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.
T{AP y�
JOHN L. c
staller's Si ature) � GNUk Hfi.L '
IViL
41607
I'Zesigner's A ature) (Af Designer' Stamp Here)
AS TO BARNST C AL,TH DI ; . CE ATT.
' COMPLIANCE., ILL NOT BE BOTH T AS-
BUILT C RECEIVED THE BARNSIANIOX PUBLIC HEALIff MVISIO
TifANK YOU.
a HeaWi/SepticMesisner Certification Form
aF.ti�Rlc\
Q .
CERTIFICATE OF ANALYSIS Page: 1
,g��'nc�Hust
Barnstable County Health Laboratory F•Y.1
Report Dated: 9/22/2006
Report Prepared For:
Order No.: G0638290
Gabriel Fackre
P O Box 428
West Hyannisport, MA 02672
Laboratory ID#: 0638290-01 Description: Water-Drinking Water
Sample#: Sampling Location 20 Circuit Ave.Centerville,MA Collected: 9/21/2006
Collected by: G.Fackre Map 099 Parcel 030-OOL Received: 9/21/2006
Routine
ITEM RESULT UNITS RL MCL Method# Tested
LAB: Inorganics
Nitrate as Nitrogen 4.5 mg/L 0.10 10 EPA 300.0 9/21/2006
LAB: Metals
Copper 0.20 mg/L 0.10 1.3 SM3111B 9/21/2006
Iron BRL mg/L 0.10 0.3 SM 3111B 9/21/2006
Sodium 30 mg/L 1.0 20 SM3111B 9/21/2006
LAB: Microbiology
Total Coliform Absent P/A 0 0 SM9223 9/21/2006
LAB: Physical Chemistry
Conductance 260 umohs/cm 2.0 EPA 120.1 9/21/2006
pH 5.7 pH-units 0 EPA 150.1 9/21/2006
Sodium level is above the maximum contaminant level. Those on a`low iodium diet may wish to-consult a ph siciarr.
Approved By:
(L irector)
r--� —
C� �.
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
,•'o t����'-, ��, Page: 1
M CERTIFICATE OF ANALYSIS
Barnstable County Health Laboratory
r'ICIrVSb.
Report Dated: 10/28/2004
Report Prepared For:
Order No.: G0428345
Gabriel Fackre
P O Box 428
West Hyannisport, MA 02672
Laboratory ID#: 0428345-01 Description: Water-Drinking Water
Sample#: 28345 Sampling Location 20 Circuit Ave Craigville MA Collected: 10/18/2004
Collected by: G Fackre Received: 10/18/2004
Routine
ITEM RESULT UNITS RL MCL Method# Tested
LAB: Inorganics
Nitrate as Nitrogen 3.5 mg/L 0.1 10 EPA 300.0 10/18/2004
LAB: Metals
Copper BRL mg/L 0.1 1.3 SM 311113 10/20/2004
Iron 0.2 mg/L 0.1 0.3 SM 311113 10/20/2004
Sodium 27 mg/L 1.0 20 SM 311113 10/20/2004
LAB: Microbiology
Total Coliform Absent P/A 0 Absent 307 10/18/2004
LAB: Physical Chemistry
Conductance 230 umohs/cm 1 EPA 120.1 10/18/2004
PH 5.9 pH-units 0 EPA 150.1 10/18/2004
Sample has higher than average levels of Sodium.Those on a low Sodium diet may want to consult a physician.
Approved By.
(Lab ector)
RL = Reporting Limit
MCL=Maximum Contaminant Level
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
I
Page: 1
CERTIFICATE OF ANALYSIS,-,
Barnstable County Health Laboratory
Report Dated: 11/19/2002 �a
Report Prepared For: 0�
Fackre,Dorothy& Gabriel Order Number;. 11�021," 2
Dorothy Fackre
Box 428 PA. a 7-
West Hyannisport, MA 02672
Laboratory ID#: 0218091-01 Description: Water-Drinking Water
Sample#: 18091 Sampling Location: 20 Circuit Avenue,C gviUe r. ��n; Collected: 11/07/2002
Collected by: Gabriel Fack r 099-030-OOL Received: 11/07/2002
Routine
ITEM RESULT UNITS MCL Method# Tested
LAB: IC Lab
Nitrates 4.0 mg/L 10 EPA 300.0 11/08/2002
LAB: Metals
Copper <0.1 mg/L 1.3 SM 3111B 11/12/2002
Iron <0.1 mg/L 0.3 SM 3111B 11/12/2002
Sodium }:28',- mg/L 20 SM3111B 11/12/2002
LAB: Microhiology
Total Coliform Absent P/A Absent 307 11/07/2002 "
LAB: Physical Chemistry
Conductance 206 umohs/cm EPA 120.1 11/07/2002
pH 5.2 pH-units EPA 150.1 11/07/2002
Note: Sample has higher than average levels of Nitrates.Monitoring is recommended(2-3 times per year)to establish any upward
trends. Those on low sodium diet may wish to contact physician about higher than average Sodium level.
Approved By: -- - - —
(Lab Director)
/Z'6C'L
Superior Court House, PO.Box 427, Barnstable, MA 02630 ,Ph: 508-375-6605
!'' ? Page: 1
CERTIFICATE OF ANALYSIS
..4 Barnstable County Health Laboratory RAC
Report Dated: 11/19/2002 n�
Report Prepared For: U
Fackre,Dorothy & Gabriel Order Number., SO21M
Dorothy Fackre y OFB
Box 428 �q�r�oF Tge�F
West Hyannisport, MA 02672
Laboratory ID#: 0218091-01 Description: Water-Drinldng Water
Sample#: 18091 Sampling Location: 20 Circuit Avenue,C gville Cent-,TV Ve Collected: 11/07/2002
Collected by: Gabriel Fackr 099-030-OOL Received: 11/07/2002
Routine
ITEM RESULT UNITS MCL Method# Tested
LAB: IC Lab
�r
Nitrates mg/L 10 EPA 300.0 11/08/2002
4.0
LAB: Metals
Copper <0.1 mg/L 1.3 SM 311113 11/12/2002
Iron <0.1 mg/L 0.3 SM 3111B 11/12/2002
Sodium 2$ mg/L 20 SM 3111B 11/12/2002
LAB: Microhiolo
gJ'
Total Coliform Absent P/A Absent 307 11/07/2002
LAB: Physical Chemistry
Conductance 206 umohs/cm EPA 120.1 11/07/2002
pH 5.2 pH-units EPA 150.1 11/07/2002
ote: Sample has higher than average levels of Nitrates. Monitoring is recommended(2-3 times per year)to establish any upward
trends. Those on low sodium diet may wish to contact physician about higher than average Sodium level.
Approved By: ;t�
(Lab Director)
+
Superior Court House, PO. Bog 427, Barnstable, MA 02630 Ph: 508-375-6605
FINISH GRADE OVER D-BOX= 26.0'± FINISH GRADE OVER CHAMBERS = 29,0' - 25,0' PVC VENT PIPE WITH 3/4"TO 1-1/2"DOUBLE
TOP OF FOUNDATION - 35.1'± CHARCOAL FILTER WASHED STONE TO GENERAL NOTE S
PROVIDE RISER TO WITHIN 6"OF REMOVABLE COVER RISER TO SLOPE @ 2% MIN. OVER SYSTEM -� CROWN OF PIPE
F.G. OVER INLET& OUTLET COVER FINISH GRADE OVER WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% ACCESS BOX WITH COVER TO GRADE 2"OF 1/8"TO 1/2" 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS
FINISHED GRADE TANK EL.= 27.1'± - 28.0'± SEE NOTE#21 DOUBLE WASHED
5" DIA. OUTLET(S) ___ STONE SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY
@ FOUNDATION = 27.5'±
-� APPLICABLE LOCAL RULES.
20" MIN. ACCESS COVER g„ MIN 1 I TOP OF SAS = 24.0 ' PLACE RISERS ON 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
(TYPICAL FOR 3) 36" MAX. 9"MIN. , 9"MIN. ALL CHAMBERS WITH DESIGN ENGINEER.
PROPOSED 4" 36"IMAX. 23.25 36"MAX. BREAKOUT EL - 23.7 ' INLET PIPES TO 6"OF 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
1 PROVIDE WATERTIGHT o o FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED.
SCHEDULE 40 PVC 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
MIN.SLOPE@ 1% 6" 3" 2" DROP MIN. 3" g„ JOINTS (TYP.) o 0
3" DROP MAX. MIN.sLOPE@,% a o ELEVATION = 23.75' FOR A DISTANCE OF 15 FEET AROUND THE PERIMETER OF THE
0
-26.0'±* 41. PVC IN FROM O °° �' O 00o S.A.S., UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST 5 FEET FROM S.A.S.
SEPTIC TANK 4' PVC OUT TO °° �o AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
14" 2rj,QQ O LEACHING FACILITY 1' oo O 00 O 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.25.25' 12" 1 Oo 001
0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
OUTLET TEE 24.17' MIN. 24.00' 3.5' 3.5' 3.5' 3.5' 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
48" 6.1' 3.0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
6" CRUSHED STONE 49 7' (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF
46.5' 22"ZABEL FILTER OVER MECHANICALLY *17.0'± 10.0' HEALTH AND DESIGN ENGINEER.
MODEL#A1801-4x22 COMPACTED BASE 22.25' GROUND WATER ELEV.=
(GAS BAFFLE ON BOTTOM) 5 8. ELEVATIONS BASED ON APPROXIMATE MSL DATUM OF 32.33' ESTABLISHED ON A NAIL IN
OUTLET DISTRIBUTION BOX 5' MIN. A TREE AS SHOWN ON PLAN.
6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 7 - LC-6 CHAMBERS (H-20) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
COMPACTED BASE PIPES TO BE LAID LEVEL. TYPICAL CHAMBER PROFILE CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
PROPOSED 1500 GALLON CONCRETE SEPTIC TANK DISCREPANCIES TO THE DESIGN ENGINEER.
CROSS SECTION VIEW CHAMBER DETAILS *Approx. elevation of wetland and landscape pond. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE
LENGTH 10•5' WIDTH 5.67' DEPTH 5.67' DISTRIBUTION BOX DETAIL NOT TO SCALE Verification of groundwater to be conducted at time WATERTIGHT.
*CONTRACTOR TO VERIFY ELEVATION AND SEPTIC TANK PROFILE (DIMENSIONS PER WIGGIN
CONTACT ENGINEER, IF DIFFERENT NOT TO SCALE PRECAST CORP.,POCAssET,MA) NOT TO SCALE of installation of SAS. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
-- -- - _ REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
TEST PIT DATA APPROPRIATE AUTHORITY.
AGENT: Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
�- LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL
5) �.- _ , EVALUATOR: Michael Pimentel, E.I.T. WITHSTAND H-20 LOADING.
SWING TIES r r • DATE: October 17, 2007
=;_ +� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
(4) _ --O ' o o -`; (6) „ • . w TEST PIT#: 1 (Perc. No. 11972)
o 14. REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND
o HC-1 HC-2 - r s r WHERE
DESCRIPTION • „ ELEV TOP= 28.00'
• + UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING
(3 Y' SEPTIC COVER IN (1) 60.T 51.2' I ,:. ! +' r ELEV WATER= <18.00' FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE
HC- '� FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR
#20 SEPTIC COVER OUT(2) 68.5' 58.1' ?/ + * 1i�1 PERC RATE = 2 MIN/IN 15.255(3).
+ 'IIr N 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
EXISTING LEACHING CORNER(3) 83.6' 82.1' ; r DEPTH OF PERC = 22"-40" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
4-BEDROOM
DWELLING (1 LEACHING CORNER(4) 82.0' 83.8' "
r TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN:
TOF = 35.1,+ HC- O 0
LEACHING CORNER(5) 131.T 132.T t ! `�''` 0 • + ASSESSORS MAP 227 PARCEL 4
2) a •+ + r 0" 28.00' OWNER OF RECORD: GABRIEL J. & DOROTHY A. FACKRE
LEACHING CORNER(6) 132.6' 131.5' *r r r,� r r, r Litter 27.67' ADDRESS: P.O. BOX 428
u_ f r + .1� 4
_._ Loamy Sand
f�- ���,r� � � `' A 10YR 3/1 W. HYANNISPORT, MA 02672
Q V R .► ' 8" 27.33' FEMA FLOOD ZONE B &C
o6 +rR "`� �' • •
CY) l �+ �"" �$ + , r0 B Loamy Sand AS SHOWN ON COMMUNITY PANEL# 250001 0008 D
r • •i +
SWING TIE PLAN z " ' • • (,� 10Yr5/8
d • . 17. PLAN REFERENCE:
SCALE: 1"=20' �. 11 I 1. L.C. PLAN 14379-A
d Vfie
; 11 !! r r • 11 1 22'° K 26.1 T 2. PLAN BOOK 321, PAGE 47
J Y - all •I( i II Perc ;tr 18. DEED REFERENCE:
° II I M 40" 24.67' 1. L.C.C. NO. 75276
rOpA LOCUS
�. ,� rr�` 111 r 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
�> OFFSET r 20. PROPERTY LINE INFORMATION IS APPROXIMATE ONLY. THIS PLAN IS TO BE USED ONLY
MAP 227 Benchmark `�,o �E OF -` ---____� MAP 227 T Y FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
Nail in Oak Tree 9 LOG% LOT 158 3 s �. FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
LOT 159 Elev. =32.33' O\��' 10° / ROPOSED 1500 GALLON SEPTIC TANK N/F HOLCOMB -- - :. ., Medium Sand 21. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
N/F CAHILL Approx. M.S.L. \ -.. C 2.5Y 6/) DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
PROPOSED 7 - LC-6 LEACHING CHAMBERS slc / y (Loose) REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
" ROPOSED DISTRIBUTION BOX I 22. IN ACCORDANCE WITH THE TOWN OF BARNSTABLE'S POLICY DATED NOVEMBER 15, 2005,
N84°29'� E _ -- / �3a/ (P " THE FOLLOWING LOCAL VARIANCES ARE REQUESTED:
198.97' - /TP2 ROPOSED PVC VENT PIPE 147g���34 E'er i \ LOCUS PLAN (1.) A 24.9'VARIANCE (100.0' -75.1') FOR THE SETBACK FROM THE PROPOSED SEPTIC
35.0�36 wo 120 18.00 •
„ TANK TO THE EDGE OF WETLAND
- \ i o f 159.96 \ (2.) A 49.9'VARIANCE (150.0'- 100.1') FOR THE SETBACK FROM THE PROPOSED LEACHING
---- ���� �J ���. .---- "1- -- SCALE: 1"= 1000'
MAP 227 TREELINE (TYP) J� 3 \ No groundwater,Weeping or Mottling Observed FACILITY TO THE EXISTING WELL LOCATED AT 20 CIRCUIT AVENUE.
'✓ ���� J \ - - 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
MAP 227 / LOT 4 J.� STONE �- -- - -' --
40,427 S.F. ±�-�J APPROX. WELL DRI� / �3z �• �� 'o \ \ DESIGN DATA TEST PIT DATA APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7):
LOT 131 ,l LOCATION PER �'° �Z -26'� \ (1.)A 1.92'WAIVER (3.0'-4.92') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY.
`� 0 3 AGENT: Donald Desmarais
N/F TOOMEY -` OWNER / \r TP1 _ ROPOSED 40 MIL. IMPERVIOUS
w _ `---g4� 280 a : :: ; := o GEO-MEMBRANE LINER EVALUATOR: Michael Pimentel, E.I.T.
` -,N October 17, 2007 --- -- - -- -------
o SHED / _ - _- o 0 0 ^__ _ _ _ ,� NUMBER OF BEDROOMS (ASSESSORS) 4 DATE:
NLo �34 _ f/ ~ `` - o o ROPOSED HAYBALE (TYP) - - NUMBER OF BEDROOMS (DESIGN) 4 TEST PIT#: 2 (Perc. No. 11972) LEGEND
z r DECK RAMP 4 100.1 GAZEBO < g•T - R/ �� DESIGN FLOW 110 GAUDAY/BEDROOM ELEV TOP = 35.00' SO.Or. EXISTING SPOT GRADE
O TOTAL DESIGN FLOW 440 GAUDAY I
i ` / 2�._____ J EDGE OF VEGETATED WETLAND i ELEV WATER= <25.00' - 50 -- --- EXISTING CONTOUR
OLQ P_U� _321� #2Q �` `� / (NON-JURISDICTIONAL). LOCALLY _cV DESIGN FLOW X 200 % = 880 GAUDAY 50 PROPOSED SPOT GRADES
- J / o DEFINED WETLAND PER IV, . 1 PERC RATE = 2 MIN/IN F
30--._ � EXISTING o � � •' / a� •� - b, �' I
o - BARNSTABLE'S WETLANDS ti ^� USE PROPOSED 1500 GALLON SEPTIC TANK PROPOSED CONTOUR
4-BEDROOM - 20 DEPTH OF PERC=
_ PROTECTION REGULATIONS &
I Zo 28 \ DWELLING �y� "��O O O �00'� \ \ NOT SUBJECT TO LOCAL BOARD � - Lii H/ W EXISTING OVER-HEAD UTILITIES
w N _ -26-- TOF = 35.1'± � �FT . OF HEALTH REGULATIONS Q TEXTURAL CLASS: 1
U-' , ° / D OF 18 X-X-X-X-X- EXISTING FENCE
N N \ , 5x FSET - INSTALL 7 - LC6 LEACHING CHAMBERS o" 35.00'
0
� \ 24 \ 27 oy / / �/ \1 / / N SIDEWALL CAPACITY 4" Litter 34.67' TEST PIT LOCATION
/ LANDSCAPE
/ \\'2z\ \ ��� --26 wq� �` POND (LENGTH + WIDTH)(2)(H)(.74 GPD/S.F.) = GAUDAY A Loamy Sand PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
k \ \ ,+ = 8„ 10YR 3/1 34.33'
(49.7 10.0)(2)(V)(.74 GPD/S.F.) 88.4 GAUDAY
S-j6'1524 '� 20 - \\ \ \ �_ Pg�Pa -O / ` WFl4q / ` a PROPOSED DISTRIBUTION BOX
Zg 61` Al, �o \ \ 24� C TA \ Np OF - - - \ OLD PL
10Yr 5/8 O PROPOSED LC-6 LEACHING CHAMBER
00�6�\ \\ �22 ^` LP l " t SFr�_ -� BOTTOM CAPACITY B Loamy Sand
/gyp, _20- / \ (LENGTH x WIDTH) (.74 GPD/S.F.) _ - GAUDAY
(49.7'x 10.0') (.74 GPD/S.F.) - 367.8 GAUDAY
22" 33.17' 0 0 0 PROPOSED 1,500 GALLON SEPTIC TANK
-22�
STONE
\\ GARAGE D)Rf E / -� TOTALS:
EXISTING CESSPOOL AND \ / !2 / '-24/ TOTAL LEACHING AREA 616.5 SQ.FT.
,� g TOTAL LEACHING CAPACITY 456.2 GAL./DAY
LEACHING PIT BE PUMPED, �\ 0 F \ �,� �,�� 2.9 � REV. DATE BY APP D. DESCRIPTION
--- --
FILLED WITH CLEAN SAND \ gSFi�jF�\ \o,� / �.�1°° ° \
° PROPOSED SEPTIC SYSTEM UPGRADE
AND ABANDONED w R'a N
rn Medium Sand
C 2.5Y 6/6 PREPARED FOR:
(Loose) CAPEWIDE ENTERPRISES
�OGF OF�. ( �� �� J �l
MAP 227 14 ` ^\ / LOCATED AT
LOT 146 gNOS 8�o00osn
N/F CHRISTIAN CAMP ! `\1.69, w q1' .\ J�(j \o,� 20 CIRCUIT AVENUE
MEETING ASSOCIATION P 'C� \, 120" 25.00' CRAIGVILLE, MA
NOTE: J
c No groundwater,Weeping or Mottling Observed
CG _ _
/ �� SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 5, 2007
1.) MAGNETIC MARKING TAPE TO BE PLACED ALONG THE CJ RESERVED FOR BOARD OF HEALTH USE _ 0 10 20 40 80 FEET
TOP EDGE OF ALL SEPTIC SYSTEM COMPONENTS. JO��,,,I"` cy� PREPARED BY:
o
2.) CONTRACTOR TO PROVIDE H-20 SEPTIC TANK AND �`iuN "�`� JC ENGINEERING, INC.
CONCRETE RISERS TO FINISHED GRADE WITH FRAME 2854 CRANBERRY HIGHWAY
AND COVERS, SHOULD PROPOSED 1500 GALLON TANK BE SITE PLAN EAST WAREHAM, MA 02538
PLACED UNDER EXISTING DRIVEWAY.
SCALE: 1" =20' 508.273.0377
Drawn By: MCP Designed By: MCP Checked By:JLC JOB No.1299