HomeMy WebLinkAbout1724 RACE LANE - Health 7 724-Race Lane
Marstons Milis
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UPC 12934
No.2•1$Y �posr coNSa�
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TOWN OF B_ARNSTABLE t/
LOCATION ���4-1 � >� • SEWAGE # WO 2 -0 S�
VILLAGE �,£-�Orl�S //�� ASSESSOR'S MAP & LOT D03 O62
INSTALLER'S NAME&PHONE NO.JA:O'M d- Seyz,+ (s0 0
SEPTIC TANK CAPACITY l:5t'.O !lie
LEACHING FACILITY: (type) l/:e-/W (size) A
NO. OF BEDROOMS-3
BUILDER OR OWNER_&/6-1 Lc✓/l e ✓ r�
PERMIT DATE: q-(b -Z-Cr� 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
Aa a � _G
A3 36'-a
All y 3
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3 135 3S7;0
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No. � � Fee 4n�,, , r
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �/
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZppYication for Migozar *p.5tem Con!5truction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components
0.
Location Address or Lot No./ 7 2 L Owner's Name,Address and Tel.No.
/ /c#dfG c .)IC�h/�
Assessor's Map/Parcel Q 4/ 67 6 d Z 'y 5-( /V/2,&;T,9A 1,4'� dy Y
Installer's Name,Address,and Tel.No. R'5691 Al SssJ Z!1- Designer's Name,Address and Tel.No.
ZNa3
Type of Building: _
Dwelling No.of Bedrooms 3 Lot Size �i S �' / sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3� rd/ gallons per day. Calculated daily flow C �� gallons.
Plan Date /� /d,/� Number of sheets 2- Revision Date
Title Sf%',/L
Size of Septic Tank Type of S.A.S.
Description of Soil /yff� $i9iiA �S
01---) :SIA3K
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environm 1 Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Boazd of H alth.
oe Signed Date �a(a
Application Approved by Date Zf-Xv a z�!:
Application Disapproved for the following reasons
Permit No. Date Issued sit`" d di 21—
---- -- — -----—---—---—-------------------
o
THE COMMONWEALTH OF MASSACHUSETTS Entered in co�puter: Yes
PUB` IC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
0[pprication for 30igpogal i�pgtem Con,txuction permit
Application for a Permit to Construct( )Repair( )Upgrade( )AbAdon ) ❑Complete System O Ind"vu idual Components
7[
Location Address or Lot No. l 2 L� .f �� Owner's Name,Address and Tel.No. y
Assessor's Map/Parcel 4 5($ O Q 3 �Q2
.' Installer's'Name,Address,and Tel.No.JAJ01 a' �tJ Zf1' Designer's Name,Address and Tel.No.
Ab
Ty.pe of Building:
Dwelling No.of Bedrooms - Lot Size 3i SF' sq.ft.," Garbage Grinder
,.�,.
Other Type of Building t3 a�OS No.of Persons ,`t Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 3�('-'4 • y gallons per d'ay. Calculated daily flow 3 3 d e gallons.
Plan Date //�/DZ4' Number of sheets Z- Revision Date
e Title S /'/ie /7 ?v /�6 t� Z.� _
Size of,Septic Tank Type of S.A.S.
° Description of Soil /`yfp
Nature of Repairs or Alterations(Answer when applicable)
i
Date last inspected: °
Agreement:
The undersigned agrees,to ensure the construction and maintenance of the afore described on-site sewage disposal system y .
in accordance with the provisions of Title 5 of the Environm n al Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of alth.
Signed Date �a�0
Application Approved by Date
Application Disapproved for the following reasons
Permit No. �fJ�r--,Or. Date Issued l�' .G� "` ell Z__
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-siW Sewage Disposal System Constructed( )Repaired( )Upgraded( )
Abandoned( )by
at �'�.r�s�rlZ. 1.��.�i� /' i ��i,� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.Z0V"-0-d"Od
i
Installer Designer
The issuance of this-pe t shall not be construed as a guarantee that the system will function as designed.
Date � � t ` Inspector c_ t t ew g
----------y----------------------------
�.yy
No./�''�� 4��" �� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
i
Migpogal *pgtem Congtruction Vermit
Permission is hereby granted to Construct( / Repair( )Upgrade( )Aband
System located at 11 G1lr) s L�-r!'2 �/j
and as described in the.above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
j
Provided:Construction must be completed within three years of the date of this rmit.
Date: by
� 1
i
TOWN OF BARNSTABLE
LOCATION )P2 L/ ace-Z-101- SEWAGE # W0 2 —0
VILLAGE �'l f /��� ASSESSOR'S MAP & LOTD 03062
INSTALLER'S NAME&PHONE NO.���� - S (SO -I 4-9 ya I
SEPTIC TANK CAPACITY l O olcr .
!
LEACHING FACILITY: (type) `GC (size) -a2 :5 3 41
NO. OF BEDROOMS J
BUILDER OR OWNER
PERMIT DATE: 2DV*Z - COMPLIANCE DATE: !' T—0 Z
Separation Distance Between the:
Maximum Adjusted GrouAdwater Table to the Bottom pf 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
A3 36 70
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SC y 4,2
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r LEGEND °r, �PONDCE f r
• P .w , .-
' t `e9.�9 " M Yl -. t �Old Fields•Rd �
\ \ \ \ 3a �' / • 1 PROPOSED CONTOUR o Settlers Path
\ \ /',,/ PROPOSED SPOT GRADE !` c�c r
t. Old Fields 'R
\ \ \ -110 - EXISTING CONTOUR
Race / �.ane
jy / Tp // 110 EXISTING SPOT GRADE
\�. / LOCUS
v r�> C VP-2 TEST PIT
m / \ `?,ac>?S• E4:93 \ \\ g�/ Powderhorn /
io `o ' °••. Q `." \ \ \ LOCUS MAP N.T.S. r
/ � \ � � � `_• ��'�, � �� 6 �� // GENERAL NOTES: '
al
/ \N 94 1- ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
�
o \ 1_� BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AN6 MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
11 / �3�1. PROP'-, \g \ \ LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
ry, fop \ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
LOT ---_ ENGINEER BEFORE CONSTRUCTION CONTINUES.
/ S�ry' DECK 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. `
100 3 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF f
i l0l0,00 \ PROP. 3
sT —BR THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
ed 4 HOUSE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
T.OIF. 101.5 I
/ 0 ry �,� 7. WATER SUPPLY _TO BE PROVIDED BY TOWN WATER MAIN—RACE LANE.
M N �� PORCH S. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF.-THE S.A.S.
— 3 LOT 3 -- — ---J ,9• SEPTIC N 310 CMREMS OOMPONENTS SH SUBPAR CALL BE INSTALLED AS DESCRIBED
10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE LOAMED AND
LOT I SEEDED UPON COMPLETION OF CONSTRUCTION. '
Q�� 3 MAP 48 l 65 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
PARCEL 3-2 /' l THE
NSTRUC LOCATION
CONSTRUCTION.
ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
15' SIDE & REAR �S• 43,561fPSF. / i BENCHMARK HOUSE DIMENSIONS 12. IF ENCOUNTERED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS
YARD SETBACK (TYP) 3 / l STAKE SET IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. AND
EL.=100.00(ASSUMED) I REPLACE .WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
_._. ..... � �'
ZONING CLASSIFICAIIUN: ZONE RF
,9c3
f SETBACKS: FRONT YARD=30', SIDE/REAR=15'
4 •61 �' b 30' FRONT YARD MIN. LOT AREA = 43,560 S.F. BUILDING HEIGHT: 30'
99 45 4 7 9' SETBACK TYP
CB OF 1 A— 09.39' ( ) FLOOD PLAIN DATA
R=1 138._98 C '; �N`\ OF MqS� FIRM PANEL #250001 0015 C
97.0z ee D ZONE C Revised August 19,1985
99: J CB/D}1 UP PETER T. �✓>
p�; o McENTEE PROPOSED SEPTIC- SYSTEM SITE PLAN
98.2 E OF PAVEMENT �r �' CIVIL N
No. 35109 BARNSTABLE, MA
RACE tBO; ODE - �'ueu 97+45 9627 0 1724 RACE LANE,
C) LANE OWNER rO9�f �G/STERN \fie Prepared for: ..Michael Lallier, 26 Race Lane, Sandwich, MA
Michael Lalller }. Engineering by: Surveying by: SCALE DRAWN JOB. NO.
P.O. Box 751 EnglneedngWorb Terry iYarner PLS 1"=40' P.T.M.
70-01
SCALE.' �'�=40� 23 Deer Hollow Road 22 Long Road
Forestdole, MA 02644 Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
0 40 80 (508) 477-5313 (508) 432-8309- 11/10/01 P.T.M. 1 Of 2
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�, .. , ... '- ,• .. _ e 'Y ?l,..t':b Y.. -{ft�jki"5.
'F;n'CrQ
TOP OF FOUNDATION "
EL:101.5 FRONT ` Tf OPOSED
NOTE: TO PREVENT BREAKOUT,
( , F.G. .EL• 93.9 - F F G` EL: 93.5f FINISH GRADE SHALL NOT EL 91.5
F.G. EL- 93.7; r` FOR A ,DISTANCE OF.f,15 A. D THE
F.G. EL: 83,6 MAINTAIN 2x MIN a SLOPE OVER S.A.S. " `
F PERIMETER OF-THE-S.A.S. / '.SLOPE AT
CELLAR FLOOR MAX. COVER OVER S.A.S. = 36" EL..;91.5 SHALL BE NO STI t THAN 3:1
I
EL: 84.0 INSTALL RISERS OVER INLET do OUTLET INSTALL RISER OVER D—BOX TO _ `TO WITHIN 6" OF FINISH GRADE (WHEN REQUIRED) INSTALL RISER OVER MBER/S
„ L =18' INSTALL
6' OF FINISH GRADE IN SHOWN ON PLAN ANU T
L =12 WITH 4 STON All Sln�c " COVER/S
`. 4" SCH 40 PVC WITHIN 6 OF FINISH c DE
INV. ELEV.=92.0 ,� ® S= 2°d (MIN.) 10• 4" SCH 40 PVC `: 4" SCH 40 PVC 2" LAYER OF;,.
` TEE'S ARE TO BE 14 ® S- 1X (MIN.) a ® S= 1X (MIN.) 63863 BB DOUBLE WASHED STONE
ELEV.=81.64 4" SCH 40 PVC INV. ELEV,@91.27 INV_
ELEV.=91.10 2' EFF. DEPTH aaB�®a i
1500 GAL,
4' 5.2' 4'INV. ELEV.=91.39 EFFECTIVE WIDTH 13.2' DO /UBLE WASHED STONE
INSTALL INLET & OUTLET TEES
- j
GAS BAFFLE TO BE INSTALLED ON INV, ELEV.=91.00
OUTLET TEE AS-MANUFACTURED BY
TUF—TITE, ZABEL, OR EQUAL SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.=91.75
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED INV. ELEV.=91.00 Bea® —BREAKOUT-ELEV.=91.5
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 53E
�a®BB®Br
La IS
BOTTOM ELEV.=89.50 000 BeaBB®
I
_ y 4' 2x8.5' 1T 4' �
5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25' I�
T.P. EXCAVATION OR G.W.
I
NO G.W. ENCOUNTERED LEACHING SYSTEM SECTION
BOTTOM OF TP EL: 83.9 "'r4
(3) 5" DIA,OUTLETS
0 f �qXf
DESIGN CRITERIA o��P P 9`yG
ETER T, ✓1 MCENTEE
1 �1
6. a.
NUMBER OF BEDROOMS: 3 BEDROOMS ` CIVIL y
No, 35109
5 5• 1.
T SOIL
10'-6"
DESIGN PERCOLATION RATE: <2 MIN./INCLASS
3 — 20' Dlo. CoversSS ��
D—BOX SOIL LOG .°` DAILY FLOW: 330 G.P.D.
w*i DESIGN FLOW: 330 G.P,D, ;
DATE: OCTOBER 25. 2001 (REF, P10,000-065) GARBAGE GRINDER: NO71
SOIL EVALUATOR: PETER T. MCENTEE P.E.
INSPECTOR: LEE MCCONNELL, BARNSTABLE B.O.H. LEACHING AREA REQUIRED: (330) = 445.9 S.F. -
DAVE STANTON, BARNSTABLE B.O.H. .74
-- ®E®® o ®®®® Elev, TP-1 Death Elm 'T'P—"2 Death SEPTIC TANK REQUIRED: 1500 GALLON
®�®®®®®0®®® To View 94.9 A 0 "
INVERT ®®®®®®®®®®® 33 6" Dla. outlets LOAMY SAND 93'9 A LOAMY SAND 0 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
24" ®�®®®®®®®® 6" Dia. Inlets 10YR 4/3 10YR 4/3
" 6„
4 94 4 B LOAMY SAND 93.4 e 6 SIDEWALL AREA: 2(13.2' + 25') X 2 = 152.8 S.F.
102"
O 92.4 10YR 5,�8 30" LOAMY OYR 5/8 D BOTTOM AREA: 13.2' x 25' = 333.0 S.F.
4'KNOCKOUT
C 91.6 C 28" TOTAL AREA: 482.8 S.F. !
20•OW coves 5'-8" 4'-7 48" Liquid Level 4'-4" DESIGN FLOW PROVIDED: r
E 0.74(482.8) = 357.3 G.P.D.
rx
OUT ��4"KNOCKOUT 82• " 88.6 "
4" 3 PERC 64
r
4" KNOCKOUT MED. SAND MED. SAND s
2.5Y 7/6 2.5Y 7/6
PROPOSED SEPTIC- SYSTEM SITE PLAN
Section 1724 RACE LANE, BARNSTABLE, MA
500 GALLON CAPACITY, H-10 LOADING ` � I. Pre!pored for: Michael Lathier, �
CHAMBERS 1500 GALLON CAPACITY, H-10 LOADING 84.9 ' ' n P 26 Race Lane, Sandwich, MA
SEPTIC TANK 120 83,9 120" Engineering by: Surveying by: SCALE
E ne9d 11 DRAWN JOB. NO.
N is
wrs NO G.W. ENCOUNTERED Terry JPerner PLS N.T.S. P.T.M. 70--01
23 Deer Hollow Road 22 Long Road
PERC RATE: < 2 MIN/IN. Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
o (508) '477-5313 (508) 432-8309 1 1/10/01 P.T.M.
2 of 2
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