HomeMy WebLinkAbout0107 LAKE SHORE DRIVE - Health �107. Lake.Shore Drive
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TOWN OF BARNSTABLE V
LOCATION l4 7—L A k e s ll O R e y R, SEWAGE # ! ,o o 2 w
VILLAGE M A/� $��D At 44 .S ASSESSOR'S MAP & LOT 0 30 b
INSTALLER'S NAME&PHONE NO. J ,R /M A C 0 Add e k 3 0,0V
SEPTIC TANK CAPACITY 1, 6 6.0 O L/
LEACHING FACILITY: (type) 2 19.Q GcJ e I LT— (size)
NO.OF BEDROOMS
BUILDER OR OWNER J 1 i 04 Ur, r
PERMITDATE: 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
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No. F4 5 0. 0 0
COMMONWLALT14 ®F MASSACHUSETTS
' Board of Health Barnstable t
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APPLICATION FOP, DISPOSAPI�19WCONSIWVFTION PERMIT
Application for a Permit to Construct( ) Repak(C) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components
Location 107 Lakeshore Drive Owner's Name Charles Sullivan
Map/Parcel# M rstons Mills Mass . Address 107 Lake Shore Drive M&M
Lot#0 3,0—2 0 4 o t 7 9 Telephone# 02648
Installer'sNa e J.P.Macomber & Son Inc . Designer's Name John Churchill
AddressBox 66 Centerville Mass 02632 Address 5 Roundhill BLVD E Wareham MA
Telephone# 508-775-3338 Telephone# 508-273-0377 :.l,02648
Type of Building Lot Size 27 , 300 SF sq.ft.
Dwelling-No.of Bedrooms 3 Garbage grinder O
Other-Type of Building No.of persons Showers ( ),Cafeteria
Other Fixtures
Design Flow (min.required) 330 gpd Calculated design flow' X 1 1 n=3 3(l Design flow provided 3 5 0. 9 gpd
Plan: Date Number of sheets Revision Date
Title
Description ofSoil(s) 0"— " '"— "= n_ " 84" —120
Me San —corase san
Soil Evaluator Form No. Name of Soil Evaluator Date o v uation
DESCRIPTION OF REPAIRSORALTERATIONS Adding two 500 gallon leaching chambers th
the existing septic system. 25 'X12 ' 9"X2 '
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree to not10, AtIrlo
''lem in oper on til a Certificate of Compliance has been issued by the Board of Health.
Signed Date 8/6/0 2
Insp ctions
No. FE�
, ..,r x ,, :. 5 0.0 0
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Board of Health, B a r n s t a.fi b•l e MA.
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APPLICATION FOP, DISPOSAL. SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( Repal[OC) Upgrade( Abandon( ❑Complete System ❑Individual Components
Location 107 Lakeshore Drive Owner's Name Charles Sullivan
Ma /Parcel# Address 107 Lake Shore Drive M&M t, ;
p M,arstons Mills Mass.
Lot#030-2'6 jlot79 ' Telephone# 02648
Installer's Nam eJ.P.Macomber & Son Inc. Designer's Name John Churchill
Address Box 66 Centerville Mass. 02632 lAddre's 5 Roundhill BLVD E Wareham MA '
Telephone# 508-775-3338 jTelephone# 508-273-0377 508648
Type of Building Lot Size 2 7, 300 SF sq.ft.
k�
Dwelling-No.of Bedrooms 3 Garbage grinder ( )
Other-Type of Building a ` No.of persons Showers ( ),Cafeterias
Other Fixtures r
i
Design Flow (min.required) 330 'µ`gpd Calculated design flov3X 110=330 Design flow provided 350.9 gpd
Plan: Date Number of sheets Revision Date y
Title
Description of Soil(s) 0"-4"Loam sand.4"-30"= edium' •sand 30"-8.4" Medium sand 84" —120
Medium san —corase san
Soil Evaluator Form No.'s: Name of Soil Ev luator Date of Evaluation
DESCRIPTION OF REPAIRSORALTERATIONS Adding two 500 gallon leaching chambers th
the existing septic system. 25 'X1219"X2 '
- t
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agree to not to ac- e em in oper on " til a Certificate of Compliance has been issued by the Board of-Health.
Signed .1 Date 8/6/0 2
Ins p ctions .'/ b` lo
,
s
No. `lI✓ FEE50'00
CO[MONWEALT14 Of MASSACHUSETTS
Board of Health, Barnstable MA
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CERTIFICATE OF COMPLIANCE
IANCE
Description of Work:Xndividual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired Upgraded ( ),Abandoned (i)
by: J.P.Macopiner & Son Inc.
at 107 Lake Shore Drive Marstons Mills,Mass.
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. lJ)0; "?Lj j, dated Approved Design Flow (gpd)
Installer J.P.Macomber & Son Inc. _ /
Designer: John' Churchill Inspector: A Date: �I+� D�
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No FEE» FEE "�5 0.0 0
COI��I ONWEAL114 OF MASSAC14USETTS
Board of Health, Barnstable MA
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( ) Repair` X) Upgrade( ) Abandon( ) an individual sewage disposal system
0
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at 107 Lakeshore Drive ars,.tons Mill ,Mass. as described in the application for
Disposal System Construction Per Nan.
ated
Provided: Construction shall be completed ish three, years of the date o islocal onditions must be met.
Form 1255 Rev.5/96 A.M.Sul�kin Co.Boston,MA Date____1�Board of Health /
TOWN OF BARNSTABLE
LOCATION 14 T d Ake s#o g e V g, SEWAGE# 26 Q �2 - 3
VILLAGE M A R M0/V M J L L S ASSESSOR'S MAP & LOT 30_)a v
INSTALLER'S NAME&PHONE NO. .T R. 44 A G 0 A4 f Q S,0,t/
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 1 - 1-le�x/,-- �J e l l��(size)
NO..OF BEDROOMS
BUILDER OR OWNER 01 i vu4 u r
PERMTTDATE: COMPLIANCE DATE:
--a
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 3.00 feet of leaching facility) Feet
,Furnished by
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5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS= 48.5' - 49.5' NOTESGENERAL
REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM
+ 4" SCHEDULE 40 PVC MIN SLOPE 1% 3/4 TO 1-1/2 DOUBLE WASHED STONE TO CROWN OF PIPE
FINISH GRADE OVER D-BOX= 49.5 " " 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE @ FND. EL.= 56.50' FINISH GRADE OVER TANK EL.= 56.32' 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
20"MIN. ACCESS COVER TOP OF SAS = 46.83' PLACE RISERS ON ALL CHAMBERS
(TYPICAL FOR 3) 36"MAX. , 9" MIN. TO 6"OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
EXISTING 4'" r7l 46.0 36"MAX. BREAKOUT EL = 46.5' - OF HEALTH AND THE DESIGN ENGINEER.
PIPE (MIN' 1%) 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
PROVIDE WATERTIGHT BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
_v g" 3" 3" DROP MIN. 3" 9"" JOINTS (TYP.) oo�0 0000 0 0
7. FROM Q oQ po 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS
14 53 99' SEPTIC TANK 4"PVC OUT TO o ppo op . pp THAN ELEVATION =46.5' FOR A DISTANCE OF 15"AROUND THE PERIMETER OF THE SAS.
LEACHING FACILITY op o o UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE
54.24' o00 0 TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
12" 2' op p Op 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
48" VERIFY EXISTING OUTLET TEE 46.27' MIN. 46.10' D O D O 0 o 0 0 0 �,
0 0 o 0 o o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
6" CRUSHED STONECONDITION OF TEES
10.0' AND REPLACE AS 22"ZABEL FILTER OVER MECHANICALLY
p o _ o
NECESSARY MODEL#A1801 HIP (GAS COMPACTED BASE 4' 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED
BAFFLE ON BOTTOM) 8 5 4' 4' PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND
F 5 OUTLET DISTRIBUTION BOX 25.0' ' READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED
(TYP+ WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH.
TO BE INSTALLED ON A LEVEL STABLE , GROUND WATER ELEV.= < 30.34 12.9'
EXISTING 1000 GALLON CONCRETE SEPTIC TANK BASE. FIRST TWO FEET OF OUTLET 44.0
PIPES TO BE LAID LEVEL. 2 - 500 GAL. CHAMBERS 5'MIN. 8. ELEVATIONS BASED ON ASSUMED DATUM OF 50.0'MSL OBTAINED
LENGTH 8'-6" WIDTH 4'-10" DEPTH 5'-7" CROSS SECTION VIEW FROM NAIL IN TREE AS SHOWN ON PLAN.
SEPTIC PROFILE
DISTRIBUTION DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER B � VIEW 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
NOT TO SCALE
NOT TO SCALE NOT TO SCALE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE
__ _ "` AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
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DISCREPANCIES TO THE DESIGN ENGINEER.
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TEST PIT DATA
10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT.
INSPECTOR:
s = SOIL EVALUATOR: John L. Churchill)Jr. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
N.
i kF} 4 Y July/ 11 2002 ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN
ss DATE. J
3I SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
t TEST PIT#: 1
�� �.a E i
: w 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
ELEV TOP= 50.34 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH
^? s D, !y ,} `YrnY�" t �q r r r j3' yS
LAKE
W. e, L � , ; , w ri � K z ELEV WATER= >20' BGS (FROM'USGS) CASE THEY SHALL WITHSTAND H-20 LOADING.
.hr3 1 F 4 ,Ry ,.�''�.y;' , �� �h`* LAI'l
>� tom" = PERC RATE _ < 2 MIN/IN 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND
\./NORc z�' ` FINES.
C
y g 4 ' � ,ka a DEPTH OF PERC= 30"-48"
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CB/FNDf? � 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND
,u, A4 TEXTURAL CLASS: 1
�'A1��� DR�V ���� , '��M ��� , �� � �� 4= UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES
"�--- NrYv L ii
°' OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
Cam' w c7F y � � � 1 ti h K
50• yYry ; �"� COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE MATERIAL IN
lG R_28 00' GG ��� � s _ � � x �� ACCORDANCE WITH 310 CMR 15.255(3).
S•00 0 50.34'
A � �� Loamy Sand
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES
A 10Y R 3/2
FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
50.01
16. PROPOSED PROJECT IS LOCATED WITHIN:
5 � � w� I, �# Loam Sand y
YsS. „ .a""t B
i , fi ��, , ! 10YR 5/6
�. C�/FND ` ,�'_ � � ASSESSORS MAP 30 PARCEL 20
30' 47.84
y m 5w i , ,
�_' f Perc 17,. OWNER OF RECORD: Charles
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p H. Sullivan
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o � r t,�. 48 46.34'
2 a �, �: z �' .., Medium Sand ADDRESS: 107 Lake Shore Drive
,t C-1
EXISTING J}j Z
1000-GALLON w 24
„ � ; . .� �� ��� � Marston Mills, MA 02648
EXISTING
av r`
r 84" 4 34'
3�
SEPTIC TA � 1 _ �: ..,.
.,: . .
PATIO � .. .. . .. ., _ . .. .,. . . .. ,.. PLAN REFERENCE. BOOK.
WELLING , ;
18. 222 PAGE 157
a 4 ',p I4 .. M-G Sand
74' tL r � �_ � . 2.SY 7/2 ,
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�� E DISTURBED AREAS SHALL BE RESTORED WITH LOAM AND SEED.
63' "
19 L
o p
,a Q No Groundwater
LOT 78 , o T pT/ Nk p Encountered
o "y
O G LOCUS PLAN 120" 40.34'
271800 S.F. o 17 &o CQ,�
27.2' BOG
^' SCALE: 1" = 1000"
Ir V ,
W T
TP 1
cn B.M. LEGEND
• '' Nail in Tree
owfP SHED 50X34 W Elev. = 50.00'
EXISTING LEACHING PIT TO - F o o Assumed EXISTING CONTOUR
BE PUMPED AND FILLED 0
`� 5
^__. o � XIS
`') NUMBER OF BEDROOMS 3 50 PROPOSED SPOT GRADES
WITH CLEAN SAND
4' 2 r, NUMBER OF PERSONS 3
O •.. UD r v0� PROPOSED CONTOUR
DESIGN FLOW 110 GA AY/BEDROOM
PROP. .. .. N
/ TOTAL DESIGN FLOW 330 GAUDAY
"D"BOX 25 0 ', EXISTING WATERLINE
48
'�� DESIGN FLOW X 200 % 660 GAUDAY
USE EXISTING 1000 GALLON SEPTIC TANK G G -- EXISTING GAS LINE
2-500 GALLON /' LOT 123
LEACHING CHAMBERS _.
/ TEST PIT LOCATION
46 M
393689 S.F.
I li W Q ( EXISTING SEPTIC TANK
O INSTALL 2- 500 GAL. CHAMBERS
4" SOLID SCHEDULE 40 PVC PIPE
ASSESSORS MAP 30 ~ sl�EwALL CAPACITY , DISTRIBUTION
PARCEL 20 /� (LENGTH +' WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY ® BOX
(25' + 12.9') (2) (2') (.74 GPD/S.F.) 112.2 GAUDAY �--�
500 GAL. LEACHING CHAMBER
LOT 79
27,300 S.F. r , BOTTOM CAPACITY
(LENGTH x WIDTH) (.74 GPD/S.F.) = GAL/DAY
O (25'x12.9') (.74 GPD/S.F.) = 238.7 GAL/DAY
' REV. DATE BY APP'D. DESCRIPTION
o
TOTALS: .-
TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYSTEM UPGRADE
V
TOTAL LEACHING AREA 474.2 SQ.FT. PREPARED FOR:
� TOTAL LEACHING CAPACITY 350.9 GAL./DAY
CHARLES SULLIVAN
N/F -
MARIAN F. SAVERY �o� LOCATED AT
107 LAKE SHORE DRIVE
MARSTON MILLS, MA 02648
SCALE: 1 INCH 20 FT. DATE: JULY 26, 2002
0 10 20 40 80 FEET
oF�� PREPARED BY:
o` cy
F LP
U CHU°RCFiILL �w JC ENGINEERING INC.
JR.
No 41807 r_.. 5 ROUNDHILL BLVD.
EAST WAREHAM, MA 02538
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SITE PLAN /z��� 508.273.0377
SCALE: 1"=20'
Drawn By: RC Designed By: RC Checked By: AC JOB No.252