HomeMy WebLinkAbout0013 MARRICK COURT - Health 13 Marrick Court
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No. O Fee V
THE COMMONWEALTH OF MASSAGHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpliLation for Mispo8al *pstem Construction Permit
Application for a Permit to Construct( ) Repair(4 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. - l Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel - tow,G C Cburr
Installer's Name,Address,and Tel.No. 153 C,.%N..,..b L S T Designer's Name,Address,and Tel.No.
G ow ;d'j- �P�is�s �—S alow-`- s c..V4 L&A,� 2.F rq s.....Y l4
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size (L/Ct I( sq.ft. Garbage Grinder( )
Other Type of Building S i Le_4:4,vr4 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3:3 O gpd Design flow provided 3 ��. gpd
Plan Date %4—i l — Z.X q Number of sheets Revision Date
Title '&04> 97-y-.) t. `\
Size of Septic Tank LftA 'R.5`r `N Type of S.A.S. !� 5 �S I t"
Description of Soil /
' 3L
Nature of Repairs or Alterations(Answer when applicable) o K
�b �� i✓tNcc.�.s
Date last inspected: Z y 1.l
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 Ijevkth.
gn Date
Application Approved by Date ' 1
Application Disapproved by Date
for the following reasons
Permit No. ( Date Issued l
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I M ^C&L
DATA
No. O /" Fee O
THEE-0011711MONWEALTH OF MASSAC{HU ET=TS. Entered in computer:
r �. .4 ,
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS--, Yes
f 2ppYitation for �Dis'osal 6pstem 6ustruttion permit
Application for a Permit to Construct( ) Repair(,). Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 2 o ( �� Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel / j /���'�' < <i. CO
Installer's Name,Address,and Tel.No. )j 3 �� , ,q�„,h S Designer's Name,Address,and Tel.No.
/
'4 �ILUa 1 CCk vl r �'��CS -7L4U,q,��
Type of Building:
d Dwelling No.of Bedrooms Lot Size r ( sq.ft. Garbage Grinder( )
Other Type of Building - ' N ✓t�' `/ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 0 gpd Design flow provided k.("'3 7, gpd
Plan Date �,l_i 1 - Z Number of sheets w Revision Date �1- 20 - if
j Title 1 0
Size of Septic Tank I on,) Srt" Type of S.A.S. ( 2-) 5 10--4 I�
Description of Soil
P ! r L
f{
FF
Nature of Repairs or Alterations(Answer when applicable) t `,1 1 1rMt 4' _ 'F' U
x
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 Vea4th.
Signed, , Date
Application Approved by X Date 1 ' t
Application Disapproved by Date
for the following reasons
Permit No. �)G t ` (/ Date Issued.
------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliante
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired O Upgraded( )
+' Abandoned( )by in n
at . _ has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.'�` I'`1 Q � dated
1
Installer tr J� ,,t�G ( v ti )�,S Designer - C.
#bedrooms Approved design w 0 gpd
The issuance f h s perpit shall not be construed as a guarantee that the system will f 'ction as,esigned.
Date Inspector -
----------------------------------------------------- ------------------------
No. ��' ���/ Fee /00
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS
MiSposal *pstem Construction permit
Permission is hereby granted to Construct( ) Repair(X ) Upgrade( ) Abandon( )
System located at l CU_
II
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:Constru tion ust Ibe completed within three years of the date of this permit.
Date L_+ 1 Approved I
Town of Barnstable
Regulatory.Services
sJ Thomas F.Gciler,Director
°"MMAW K4 Public Health Division
r� ► Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Offrcc: 508-862.4644 Pax; 508-990-6304
Date. Sewage Permit# Assessor's Map/Parcel 210/.1 a
Installer&Designer Certification Form
Designer: 5G EngInewns, ToG _ Installer: Ca(?ew�de- C-nferec(-sc-S, 41-C,
Address: 2b511 Ccarrberry Hfnhw!!)� Address: 15 3
Eas f w ore1n ani . H Pr 02,538 tM A-5 Lvp.e VVY-V o?c.-,'1'(
On 1C4L9n 3 c) was issued a permit to install.a
(date) (Installer)
septic system at 13 H a,rctelc CMA based on a design drawn by
(address)
3-G En9trteer.(nc� , Ty1G: dated y-19-11 6Rtu. y-�o-ll
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I 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 septics stem but in accordance with State& Local Regulations. Plan revision or
certified as-built by d isesigner to follow. Stripout(if req nspected and the soils
were found satisfactory. tMOF
JOHN L. `
CHURL. i'LL s
JR.
(InNal ler's Signa ) No i d,1607
esigner's Signatur (Affi)0XTes1eT1s mp Here)
PLEASE RETURN O BARNSTABLE PUBLIC HEAM.PMSION. 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.
i lull'i'c IUrrngld�+gn�rccrpllccgiun I'urm.Jw: .
LO AT ON SEWA E PE
R.MIT NO.
�eVL/I P, a '
VILLAGE
e ,
INST LLER' NAME i ADDRESS
YZ P
BUILDER OR 0 NER
ry
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
t .
us
l� Cv o ev-
///Gt�iOzWN OF BARNSTABLE
LOCATION ttT SEWAGE# 10 1 , ' 104
VILLAGE a Atx4 ((¢ ASSESSOR'S MAP&PARCEL i.0 /Sr'$-
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 10 W �*%O it S
LEACHING FACILITY.(type) Io`?APC 3(pq to 14-z v. (size) Qg) 3 X 30
NO.OF BEDROOMS 3
OWNER NAnC,/
PERMIT DATE: - Z O - I 1 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 leaching facility) Feet
FURNISHED BY e,!V e(,J e(4 U C
r
s
i3
N3, 0
31, u 41 V
A 5 b, s'
T.O.F. EL.= 48.2'± INISH GRADE OVER D-BOX= 44.6'± GENERAL NOTE S
4„ SCHEDULE 40 PVC
FINISHED GRADE OVER BIODIFFUSERS = 44.0 - 44.4
PROVIDE EXTENSION RISER @ MIN. SLOPE 1% o
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH ACCESS SLOPE @ 2/o MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FI FND. EL.-
FINISH GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
46.2'+ F.G. OVER TANK EL. = 46.0'± 5" DIA. OUTLET(S) BOX TO WITHIN 3"OF F.G. CODE AND ANY APPLICABLE LOCAL RULES.
(ONE PER TRENCH)
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
1-1 1 } DESIGN ENGINEER.
-EXISTING 4" PROPOSED 4" 36"MIAX. 9" MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE PVC SEWER PIPE 36" MAX. TOP OF SAS/B.O. = 41 .43'
SYSTEM UNLESS OTHERWISE NOTED.
��" 3" DROP MAX „ " _ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
_ 6 3 2" DROP MIN 3 9 L - 9± JOINTS (TYP.) ELEVATION =41.43' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
7n,
1 4" PVC IN FROM CLEAN SAND 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
14" SEPTIC TANK • 4"PVC OUT TO 1.33' 16"TYP THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
LEACHING FACILITY 0 0, (TYP.) 10.75 TYP 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
12" 6"
1
CONTRACTOR CONTRACTOR SHALL I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF 43.30 MIN. 43.13' 41 .00' 40.10' (LAID FLAT) 2.875'(34.5" .75' -I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES GAS BAFFLE 4"PVC TEE 6" CRUSHED STONE 0 (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE
5' IN. 1.50' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX 0.0' (TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 46.00' ESTABLISHED
TO BE INSTALLED ON A LEVEL STABLE ON TOP OF A NAIL SET IN A 12"OAK TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= < 32.00'
9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TO THE DESIGN ENGINEER.
SEPTIC TANK PROFILE ARC 36HC #3616 B D BIODIFFUSERS H-20 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR DISTRIBUTION BOX DETAIL
TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TEST PIT DATA REGULATION
S.
AUTHORITY.
OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. 13241
(1 � • • ! � °r� � INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
• + . Hayes `� EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
THEY SHALL WITHSTAND H-20 LOADING.
2) •� i i r :/ F�# C.S.E. APPROVAL DATE: Oct. 1999
• r / + ' DATE: April 11, 2011 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
S8, 2 Cs• ,� : ��� � �J r'
Great
`'•9 • + •�� ? q �t � TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
,f MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
(4 #13
' ,r � • �` �-'"� r . ELEV TOP= 43.00'
• + : • • REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY
EXISTING ' �. • • ' fro +'• ' "�� : I FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
3-BEDROOM _ �. ELEV WATER= <33.00
DWELLING . ' • • , "� r �yI �4w �'.• �J ' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
,v . ,��3 PERC RATE _ <2 min./inch
w TOF=48.2±
. l r SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
CI 3) BFE =41.1'± ' - + a `. . '�/� : • : . ` DEPTH OF PERC= 32"-50"
< V - • +r . • . . • • .++ 16. PROPOSED PROJECT IS LOCATED WITHIN:
• � .
IV
N O� �•+ • �' ,' `/ � ' . • ' • �,•� TEXTURAL CLASS: 1 ASSESSOR'S MAP 210 PARCEL 185
• i • • • ,
Y
'• ' • ' LOCUS •+'`•••`• ` OWNER OF RECORD: NANCY A. ZEGLEN
00 HC-2
O �* ` • • f ,� • • • 0"
z 43.00' ADDRESS: 13 MARRICK COURT
• • � •
, 54 +� Fill CENTERVILLE MA 02632
Q
��• 42.67'
CL
owe
SWING-TIES SCALE: 1" =20' ; ' .•: o• . 11 Sandy Loam
"�*, B 10Yr 5/6 FEMA FLOOD ZONE C
DESCRIPTION HC-1 HC-2 •BM 60 .` y • ,�• % • 32" 40.33 COMMUNITY PANEL# 250001 0005 C
• Perc =
• j� •
BIODIFFUSER CORNER(1) 43.9' 48.9' 50" 38.83' 17. DEED REFERENCE: DEED BOOK 8043, PAGE 52
D 1• • JJJ Beechwood
MAP 210 1 r • fd Ql Coarse Sand 18. PLAN REFERENCE: PLAN BOOK 290, PAGE 57
BIODIFFUSER CORNER(2) 36.7 40.7 •
C - � � s } ;�E--• C-1 2.5Y 6/6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
MAP 210 BIODIFFUSER CORNER(3) 64.1' 26.4' ! {:�` S �, . • ,,;�; (10 20/o gravel;
PARCEL 136-02
PARCEL 186
' I • * • !• -'� some cobbles) 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
+ •, _
BIODIFFUSER CORNER(4) 68.5 37.9 ' a•
•� • n ��` . � •• FI // r,r� � � � � FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
N80"�,32 `' X .�` .-� '� ` • /��' f FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
"W EXIST. LEACHING PIT TO BE PUMPED AND FILLED =` ,-� .>" •' •
W 96.81, WITH CLEAN, COARSE SAND&ABANDONED ` ` '' ' ` r/ �*^� •
90" 35.50'
w ( PROPOSED DISTRIBUTION BOX
MAP 210 �,� LOCUS PLAN C-2
Medium an
EXISTING 1,000 GALLON SEPTIC TANK TO 2.5Y 6/6
PARCEL 185 ��G� ��6\ BE UTILIZED AS PART OF THIS DESIGN
SCALE: 1" = 1000'
16,911 S.F.± 120"1 33.00'
PROP. TOTAL 12 ARC 36HC H-20 BIODIFFUSERS _ Q. No Mottling, Standing or Weeping Observed
(6 BIODIFFUSERS EACH TRENCH) %
1\ LP MAP 210 DESIGN DATA TEST PIT DATA LEGEND
PROPOSED INSPECTION PORT WITH j ��� � 03 PERC NO. 13241
7,g u'
ACCESS BOX TO GRADE (TYP OF 2) PARCEL 166,
INSPECTOR: David W.Stanton, R.S.
Sro NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pimentel, E.I.T. 50x0 EXISTING SPOT GRADE
MAP 210 � 44 NF q � DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 1999
PARCEL 136-04 , II \ � C< #13 ��dry/ TOTAL DESIGN FLOW 330 GAUDAY -- -- 50 - -- EXISTING CONTOUR
EXISTING w o = 660 DATE: April 11, 2011 r1
DESIGN FLOW X 200 /o GAUDAY PROPOSED CONTOUR
6' 3-BEDROOM co TEST PIT#: 2
�P DWELLING yr►r USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP = 42.00' U/N/4, EXISTING OVERHEAD UTILITIES
Benchmark v TOF =48.2'±
Nail in 12"Oak }Vj BFE =41.1'± j w per/ \4�y� ELEV WATER= <32.00'Elev. =46.00' PERC RATE w W EXISTING WATER LINE
�_�
�i� - O ✓ �� � f _
Approx. M.S.L. i� TP 1 _t 42 U.P.#737/2A
ti �
M 43.0' -- ro - INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERSDEPTH OF PERC(H-20) LSA LANDSCAPED AREA
• ��` / ,� / • �� � N� =
N75"27,00"W / 42.0' 42 - Q ;; P P SYSTEM CAPACITY TEXTURAL CLASS: 1 TEST PIT LOCATION
158.33,
' /NO'
(TOTAL L.F. OF BIODIFFUSERS)(7.79 SF/LF)(0.74 GPD/SQ.FT.)= GPD O O O EXISTING 1,000 GALLON SEPTIC TANK
L ; (60.0')(7.79 SF/LF)(0.74 GAUSQ.FT.)= 345.9 GAL. LEACHING If DAY
0" 42.00'
/ 61 OR��F ,L G�OJ�I 4" Fill 41.67' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
TOTALS: B Sandy 10Yr 5/6m PROPOSED DISTRIBUTION BOX
� �P 6�\O 32�� 39.33'
- S lk` TOTAL NUMBER OF BIODIFFUSERS: 12 PROPOSED ARC 36HC(#3616BD) BIODIFFUSER(H-20)
MAP 210 TOTAL NUMBER OF COUPLINGS: 0 1 1 4-20-11 MCP JLC Changed effective leaching from 7.8 sf/If to 7.79 sf/If
TOTAL LEACHING AREA: 467.4 SQ.FT. REV. DATE BY APP'D. DESCRIPTION
PARCEL 184 \ TOTAL LEACHING CAPACITY: 345.9 GAL./DAY Coarse Sand
C_1 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE
(10-20% gravel;
some cobbles) PREPARED FOR:
NOTE: CAPEWIDE ENTERPRISES
EFFECTIVE LEACHING AREA OF 7.79 SF/LF OBTAINED FROM THE
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 90" 34.50'
"MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO LOCATED AT
ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST Medium Sand 13 MARRICK COURT
NOTES: MODIFIED JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. C-2 CENTERVILLE, MA 02632
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF U.P.#2B 2.5Y 6/6
EACH SEPTIC SYSTEM COMPONENT. 120" 32.00' SCALE: 1 INCH = 20 FT. DATE: APRIL 19, 2011
0 10 20 40 80 FEET
No Mottling, Standing or Weeping Observed „
F
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF P��"O "ASS
� PREPARED BY:
THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST RESERVED FOR BOARD OF HEALTH USE U JOHN L. <r, JC ENGINEERING, INC.
PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL CHURCHILLJR.
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. CIVIL 2854 CRANBERRY HIGHWAY
No.41807 EAST WAREHAM, MA 02538
3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED. SITE PLAN , IST 508.273.0377
SCALE: 1" -20' FDrawnBy: MCP Designed By:MCP Checked By: JLC JOB No.1972