HomeMy WebLinkAbout0027 HUCKLEBERRY LANE - Health 27 Hdc"Meber:ry Lane
Marstons Mills
A = 102 - 198
TOWN OF BARNSTABLE
LOCATION A Q(.k.`2 �o gC r SEWAGE# 20
VILLAGE ,LI S ASSESSOR'S MAP&PARCEL 1 0 a,— (c(
INSTALLER'S NAME&PHONE NO. `I'tobedLr py,Z (Z . 4-1 7,2 9`11
SEPTIC TANK CAPACITY 15 f7(� a A L
LEACHING FACILITY.(type) CZ) y oo C.,a L L.C. (size) i g�.$ X z 5
NO.OF BEDROOMS
OWNER hPt12C.e.L. !�)U p Q'►5
PERMIT DATE: '1 I"® - 20\®i COMPLIANCE DATE: ' 16 01
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 14o 410 1 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 Roloe,&'C 13• 01JIL �, .
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20,s
4s 3y.� S zZ.g
29.1 A
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TOWN OF BARNSTABLE
LOCATION 0 14 V( V-k Q b eK 4- _SEWAGE#_ZU 19- 2 S y
VILLAGE AAVVI3t� 1 c ASSESSOR'S MAP&PARCEL 10 a - 1 c(
INSTALLER'S NAME&PHONE NO. -Robe., tS . ooe 4-17$8� 7
SEPTIC TANK CAPACITY 1 5 0 0 g L
LEACHING FACILITY(type) (2) 5p �,�L 1. (size) X Z5
NO.OF BEDROOMS )
OWNER hAQc.!L -V-*)y Q V►S
PERMIT DATE: '1 10 - 201 q COMPLIANCE DATE: ' i to - 1019
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 9 C 42'0(V 1 1-Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURMSHED BY o l w,,CT Vt. A. -,A-
4 Iq
5 28
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No. Fee 7Z t(
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
applitation for Disposal 6pstem Cunstruftion Permit
Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 2-1 Owner's Name,Address,and Tel.No. MA✓ee-1 pul9 v i j
Assessor's Map/Parcel J® 2 J q j Iv7t �J f
Installers Name,Address,and Tel.No. 96ezr F,erJrl 6o. Designer's Name,Address,and Tel.No. J GC—fti ?eer h
t S3 Lv✓r►no c� v�'J S�i�c,� ` �$��f C+/�n pltkwyll WA-K•�
raw
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size to 100 �k sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 y gpd Design flow provided gpd
Plan Date `�`"2, Number of sheets , Revision Date
Title 3,`7 J�c �
Size of Septic Tank I��Ob Type of S.A.S.C-,2,) ,40 S_bR 1i• L• �#'
Description of Soil
o-
Nature of Repairs or Alterations(Answer when applicable)_�� -�� 1� �. t• 14 '24 P—Via{
�21 Tw cy s-b'D c: e ��� e�w", laen
Date last inspected: -TsAn.A -2,0
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.
/�tgned Date 7
Application Approved by L_..• Date 1®
Application Disapproved by Date
for the following reasons
Permit No. 2a Date Issued s
62;1
No. a� Fee lr(/V
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye _
PUBLIC HEALTH DIVISION'- T6W'N- �F BARNSTABLE, MASSACHUSETTS F'
ppli ation for Nsposal 6pstem Construction Permit
Application for a Permit to Construct(') . Repair( ).Upgrade Abandon( ) f Complete System El Individual Components r
` Location Address or Lot No. ,2 T A Nj;' Owner's Name,Address,and Tel.No."Ae-et j Z►�Pv i
Assessor's Map/Parcel /02.
Installer's Name;Address,and Tel.No. Fr,ixsr' & vvrr to. Designer's Name,Address,and Tel.No. ZZ C�rqi nec,,;,k
CAr1t��cX� e S; C9vr r � ! t�wZ— i` s
• i'h.�J h��. � o ��y S ���K G40"S.G.-�•. {yilk-✓Ol v✓A,,c.WWyU
Type of Building: p
Dwelling No.of Bedrooms Lot Size {y, 1Q0 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures ! 1'
Design Flow(min.required) .33 gpd Design flow provided �" � gpd
Plan Date Number of sheets Revision Date
r r•
Title -a`7 J 1 ,(tl y, <*
Size of Septic Tank {°��� Type of S.A.S. ( 1 vsl 'v ✓1-�C, ti• ��` �^f`��
Description of Soil - r
.t tI 7 Z�� t/K 4V. toio't-* "--qq f 73
Nature of Repairs or Alterations(Answer when applicable) NeA.) q-jaL
Date last inspected: Tv"
Agreement:
r, The undersigned agiees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
7' accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
4 t Compliance has been issued by this Board of Health.
/Sgeed Date
1-1 01 Application Approved by (....� � Date /P a/7.9{-1
Application Disapproved by,rf ! � Date
y. for the following reasons
Permit No. r)weei t y Date Issued
--------------- --- - ---- - - -- - -- -- - ------ - - -- - - --- ------------ ----=--=----- -... .
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed V) Repaired( ) Upgraded( )
Abandoned( )by DO& �
at A-7 tuJ,, k . Wv,-, Lam, has been constructed in accordance /
with the provisions of Title 5 and the for Disposal System Construction Permit No.3 dated �Ita��,•-„ 0
Installer tC.dl^4A,t 3• QU�E.. C4), (..i�+.t. Designer s_ 64���1,,,++11n a ✓+1ut t r r
#bedrooms Approved design flow �+G �/ gpd
The issuance of thisl permit shall not be construed as a guarantee that the system will,u�'nc�£il as designed.
Date inspector
Inspector
kj
No.lJV I C "G5q Feb lCr-j
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposar Opstem Construction Hermit
Permission is hereby granted to Construct( L) Repair( S Upgrade( ) Abandon( )
System located at l jv 6 i d-.d -yir In CC AA;;eA 1
,+-- �`4w,( bnneA P-4
f'
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 must be completed within three years of the date of this permit. /
Date Approved by
Jul, 11. 2019 9; 56AM No, 3344 P. 1/1
Town of Barnstable
Regulatory Services
� rinewaresm. a
Richard V. Scali,Interim Director
MAR& Public Health Division
Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: 7`1 7~19 Sewage Permit# 2.010k- Z�_`( Assessor's MapTarcel
Designer: 5 G Enawee��'To C, Installer, CCtee_.widC- �',nkecPrts�
Address: 29,51 Gr"\a ec'ry �i,�inwn Address: 1.53 Cdmrn @. e' c►l S.4rce,+
bask wcre�r►��v�� HA oza3� N�skP4�, �� 0'2 �y`�
On to —Zo n cueA)c& 1: FweasGs was issued a permit to install a
(date) (installer)
septic system at 21 GOrl C based on a design drawn by
(address)
_SC: En lntz(41 dated � 2 4 2.011
(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. 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 '(JA'�0-(f V
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 construe nce with the terms
of the I\A approval letters (if applicable)
JOHM
U CHUR I JR.
VIL
( nstalle ' Sig lure) o fV .41 r
PL/signer's Sip (Affix: gne s S p here)
AS RETU TO BARNSTABLE PUBLIC HEA H D S N. CERTIFICATIE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTfA IBIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE, PUBLIC HEALTH DIVSION.
HANK YOU,
QASepfi6Des%nerCertificadon Form Rev 8-14.13.doe
L .
TOWN OF BARNSTABLE !n D
LOCATION '�r- )"� g U �AIG. 8 6rl-j SEWAGE # 0 l-- a6Ca
VILLAGE! bm, ''yi��LL;L ASSESSOR'S MAP & LOT . �U
l INSTALLER'S NAME & PHONE NO. �d�l'S �/X Div 4T/u ry �a a/��
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type))/0 0n (, o k�o �v (size) jC
NO. OF BEDROOMS _PRIVATE WELL OR PUBLIC WATER R U/c
BUILDER OR OWNER �i y
DATE PERMIT ISSUED: f b o
DATE COMPLIANCE ISSUED: CD/
VARIANCE GRANTED: Yes No
o� 1
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' FINISH GRADE OVER D-B X= 67.9'± , , PROP. 'VENT WITH CHARCOAL FILTER TO ABOVE GRADE
T.O.F. EL.= 67.7 ± O O GRADE OVER CHAMBERS= 66.5 - 68.5 GENERAL NOTES
FINISH G
PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED
WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
.� RISER TO WITHIN 6 OF FINISHED GRADE �,
FINISHED GRADE OUTLET TO WITHIN I OF F.G: 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX „ - METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
f @ FOUNDATION= 66.0'± 69.1 ± MAX' 5" DIA. OUTLET(S) MIN SLOPE 1% 2 OF 1/8 OT X DOUBLE WASHED
TO F.G. (SEE GENERAL NOTE#21) S1fONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
24"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 1 f - , PLACE RISERS ON ALL
DESIGN ENGINEER.
TOP OF SAS= 64.00
PROP. SCH. 40 3.5' MAX. � CHAMBERS WITH i= (76
PROP. SCH. 40 63.00' SEE NOTE 23 �� 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER SEE NOTE 23 BREAKOUT EL= 63.50' INILEF PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED.
PVC SEWERFINISHED GRADE6, 3„ 2" DROP MIN. _ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
q .3n .�" L 1 1 f
3" DROP MAX. MIN.SLOPE01% PROVIDE WATERTIGHT o ELEVATION =63.50' FORA DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
13" 4" PVC IN FROM JOINTS (TYP.) ��P 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A-S.AND THE TOP OF
* 1465.5 ± °64.75 SEPTIC TANK LEACHING FACOILITY o � � � O � � � � � � oo � O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
°O65.00� INLET TEE O oo 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM.
OUTLET TEE 63,40' M N- 6 o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
48 63.23 2 0 0 0 °° � 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
TEES TO BE CENTERED GAS BAFFLE 4" PVC TEE 6"CRUSHED STONE °° � FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
DIRECTLY UNDER RISERS OVER MECHANICALLY oP 00 o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
11.3 OFFSET TO FND ! 4.0'
4.0 r� 8 5 (TYP) AND DESIGN ENGINEER.
COMPACTED BASE
6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4.0' 4.83' 4.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 70.00,
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP-) ESTABLISHED ON NAIL SET IN 18"OAK TREE AS SHOWN ON PLAN.
COMPACTED BASE C BASE. FIRST TWO FEET OF OUTLET 61 .00' GROUND WATER ELEV.= < 56.00' 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK " 5' MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10'-61 WIDTH 5li DEPTH 5'-8" 2 -'"J 0 GALLON CHAMBERS CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
LENG CROSS SECTION -VIEW
*CONTRACTOR TO VERIFY EXISTING (Dimensions per TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
ELEVATION PRIOR TO ANY WORK& SEPTIC TANK PROFILE ACME/Shorey) H-2 0 DISTRIBUTION BOX DETAIL H-20 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
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
r �r ,
TEST PIT DATA REGULATIONS. OWNERIAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
;' ",• . •i °` ✓ TPT-19-52 APPROPRIATE AUTHORITY.
• PERC NO.
` °'" K, • s * ` INSPECTOR: David W. Stanton, R.S. 12, ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
MAP 102
�• • r `` ~ `''`� UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
MAP 102 LOT 127 r • r r EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
' � • r r
LOT 121 °. t}` `.;..♦ • r
C.S.E. APPROVAL DATE: Oct. 27, 1999
- 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: June 17, 2019
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
• t TEST PIT#. 1 MATERIAL 1N AREA NEAT AN FOR T N AL IDS F LEACHING FACILITY.
°�, ,.� -�., � . �i/ MATE L EA BENEATH D O 5 F . O L SIDES O C
-_- - • 1►-• •,, - ELEV TOP= 67.00, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
100.00'
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
• LOCUS / ELEV WATER- <56.00
\ • ' r " /j 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PERC RATE <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION WORK.
,
16. PROPOSED PROJECT IS LOCATED WITHIN:
/ Z "� M DEPTH OF PERC 42"-60"
\ w N 1 / ASSESSOR'S MAP 102 LOT 198
1 ' w w TEXTURAL CLASS: 1
6„ \ MAP 102 Q a 43 , OWNER OF RECORD: MARCEL DUPUIS
LOT 198 m I . ADDRESS: 27 HUCKLEBERRY LANE
10,200 S.F. 6'7 �' ' ' O t ' . 67.00'
\ , co w Y r*, = 0 MARSTONS MILLS, MA 02648
O 7- " �. - -'" `- A Loamy Sand -
6, I o m . ' _c 54 10Yr 3/3 FEMA FLOOD ZONE X
I \) zj� 12" 66.00` COMMUNITY PANEL# 25001 C0542J
�. ' ► Q
B Loamy Sand 17. DEED REFERENCE: DEED BOOK 31316, PAGE 187
10Yr 5/6
MAP 102 w GAS GAS---- \ W 18. PLAN REFERENCE: PLAN BOOK 138, PAGE 25
GAS--_- AS- -__
W ( I GAS--__ GA Z
LOT 122 / O r o 42" 63.50' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
Q a�
Perc
„ 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
.w _ 60 .62.00 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
O 0 a �,
o - #27 __ } o R d t _ Loamy Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
o , ' Q ZONE �I % C 1 - - -
o I EXISTING
I L1' O 2.5Y 6/6
o cv ' W w - 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
3-BEDROOM ._
o �+ I m 0 72" 61.00' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
o DWELLING. W t# O II "�
Z I EX. INVERT ' I _...1 b � � REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
Y v
- 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
EL`64.1'± � � w U
_ EX: INVERT oo C-2 Med.-Coarse Sand REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
HC 1 - +_ ' 2.5Y 6/6
l GP EL.-65.5 ' o _ LO�j u P�AN 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE
o `" APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7)&15.211, RESPECTIVELY:
'3 STOOP ---•- I SCALE: 1"= 1000' (1.) A 0.5' WAIVER (3.0' -3.5') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX.
'� r Z 132" 56.00' (2.
EXIST: CESSPOOL TO BE / � � I ) A 1.5 WAIVER(3.0 -4.5) FOR THE MAXIMUM COVER OVER THE SAS-
6(1 TOF-67.72' No Mottling, Standing or Weeping Observed 3. A 8.1'WAIVER 20.0'- 11.9' FOR THE SETBACK FROM THE SAS TO HOUSE FOUNDATION.
PUMPED, FILLED WITH COARSE \ - I ( ) ( )
SAND AND ABANDONED 9
TEST PIT DATA+, LEGEND
66x4' C�+ n'
(3 12.8' 4) PR. C/O I D E S I G IV DATA
PROPOSED 1,500 GALLON PERC NO: TRT-19-52 50x0' EXISTING SPOT GRADE
' rn NUMBER OF BEDROOMS (EXISTING) 2
H-10 SEPTIC TANK 69x4' (2 , 6, N
�, .:. SHED w S INSPECTOR: David W. Stanton, R.S.
13.6 9 NUMBER OF BEDROOMS(DESIGN) 3 - - 50 - - EXISTING CONTOUR
! EVALUATOR: Michael Pimentel EIT CSE
I
DESIGN FLOW 110 GAUDAY/BEDROOM Oct. 27, 1999 50 PROPOSED CONTOUR
EXIST. CESSPOOL TO BE P HC-2 rnp \ Sg\ C.S.E.APPROVAL DATE:
PUMPED, REMOVED AND C 12.7' WATER LINE - TOTAL DESIGN FLOW 330 GAUDAY DATE: June 17, 2019 50 PROPOSED SPOT GRADE
FILLED WITH CLEAN SAND ` (APPROX. LOCATION) I
r 67.. TP 2 ..,. o �''\ Di \ \ DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2, GAS EXISTING UNDERGROUND GAS
PROPOSED H-20 67x0' o �`' "� Hiw I ELEV TOP= 67.00'
i - USE PROPOSED 1,500 GALLON SEPTIC TANK
DISTRIBUTION BOX 69x6 .,'; .'-: : ;_ 01 � "" -•� ,,,/ � w �iy�� \ � ❑/H/W EXISTING OVER HEAD WIRES
18" Q/ I ELEV WATER= <56.00'
N GRAVES ®,--- w H� W W EXISTING WATER LINE
t L DR/
VEH PERC RATE
o GALLON T� 1 \ ��, 'w A CHAMBERS w/ AGGREGATE
PROPOSED TWO (2)5 0 L I ` INSTALL 2 - 500 GAL. C AM S TEST PIT LOCATION
H-20 LEACHING CHAMBERS W/ � .e \ t� Wit✓
SURROUNDING AGGREGATE 18,, \ :.. ..-.� 67x0 \ ,�,�, `� 6, \�iy� DEPTH OF PERC=
SIDEWALL CAPACITY
(6 ` �-�� I w + O O O PROPOSED 1,500 GALLON H-10 SEPTIC TANK
�'t� TEXTURAL CLASS: . 1
5) �,,,� \ o (LENGTH WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S,.F.) - GAUDAY
Benchmark �
Nail in 18"Oak 69x6' _ ) 16" „ � �63�62 (25.0'+ 12.83') (2 ) (2' ) (0.74 GPD!S.F.) = 1112.0 GAUDAY PROPOSED 4"'SOLID SCHEDULE 40 PVC PIPE
Elev. =70.00
A prox. M.S.L. � `, 0,� 67.00'
`- � "" ��\-�6\ � ' BOTTOM CAPACITY ® PROPOSED H 20 DISTRIBUTION BOX
p �- 69x8' �o°' co �' �' A Loamy Sand
- (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY 10Yr 3/3
_ - - -A-
O PROPOSED 500 GALLON H-20 LEACHING CHAMBER
x -,� _ ,-- - - 100.00 (25.0 x 12.83) (0.74 GPD/S.F.) = 237.4 GAUDAY 12" 66.00'
n _ 8 0 0b'0b"VG FENCE / _
EXIST. LEACHING PIT TO BE
B Loamy Sand .
PUMPED, REMOVED AND 10Yr 5/6
MAP 102 FILLED WITH CLEAN SAND TOTALS:
LOT 123 MAP 102 TOTAL NUMBER OF CHAMBERS 2 42" 63.50' REV. DATE BY APP'D- DESCRIPTION
PROPOSED 4"SCH. LOT 126 TOTAL LEACHING AREA 472.2 SQ.FT. p �+ �•+p q
40 PVC VENT TOTAL LEACHING CAPACITY 349.4 GAL-/DAY C_1 Loamy Sand PROPOSED SEPTIC SYSTEM UPGRADE
PROPOSED INSPECTION PORT 2.5Y 6/6
PREPARED FOR:
- CAPEWIDE ENTERPRISES
72" 61.00'
NOTES:
LOCATED AT
SWING-TIES 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF Med.-Coarse Sand
HCA HC-2 EACH SEPTIC SYSTEM COMPONENT. C-2 27 HUCKLEBERRY LANE
2.5Y 6/6
DESCRIPTION MARSTONS MILLS, MA 02648
SEPTIC COVER IN (1) 14.4 3 6.4' 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT 132 SCALE: 1 INCH = 10 FT. DATE: DULY 2, 2019
56.00'
SEPTIC COVER OUT(2) 20.1' 34.5' DATA SHOWN_ON THIS PLAN REPORT TO ENGINEER AND LOCAL BOARD OF �� of 0 s 10 20 40 FEET
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. No Mottling, Standing or Weeping Observed
CORNER OF STONE (3) 12.6' 27.1'
JOHN L. `"� PREPARED BY:
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. a
CORNER OF STONE (4) 15.2' 15.5 i N JC ENGINEERING, INC.
PROTECTION OVERLAY DISTRICT, ESTUARINE WATERSHEDS&ZONE IL NO. 41807 2854 CRANBERRY HIGHWAY
CORNER OF STONE(5) 38.2' 21.0' 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY '
EAST WAREHAM, MA 02538
CORNER OF STONE(6) 37.3' 30.6` c PLAN FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS
SITE ��, " `� IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL 508•273.0377
SCALE: 1"= 10' NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. - Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.4712
- -- -