HomeMy WebLinkAbout0142 BACON ROAD - Health (2) lg -B arcc,
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TOWN OF BARNSTABLE
LOCATION ._ ? /.j SEWAGE# ZOZZ O'q S
VILLAGE 5 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (-Uf#4rn (size)
NO.OF BEDROOMS f
OWNER
PERMIT DATE: COMPLIANCE DATE: Z Z ZZ
Separation Distance Between the:_ ''-
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility�O 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 leachin facility) Feet
FURNISHED BY
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No. 2W7 D Fee G 6P
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
4plitation for Disposal 6pstem Construction i3ermit
Application for a Permit to Construct( ) Repair(�) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ,� k7o j}y Owner's Name,Address and TeL No.
Assessor's Map/Parcel 3 iD 3:7 IYA*2Jts.
Installer's Name,Address,and Tel.No. S 0 5i -07-%2-71 Designer's Name,Address,and Tel.No. 3-61i^-r1.7
Type of Building:
Dwelling No.of Bedrooms e f Lot Size I Z(� sq.ft. Garbage Grinder( )
Other Type of Building P,IG6JbiEgY 4L No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ���i,� gpd
Plan Date 3 " Number of sheets Revision Date
Title
Size of Septic Tank f 56Z) 664CLOIJS Type of S.A.S. Caq
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) C�LCI)tj -2L
IU ')LO oo &
(,v t—w q- Fes" eoT- he r - 6y &)bL tJ C-
Date last inspected:
Agreement:
The undersigned agrees to ensure the constructiVodeplace
he afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Enviro the system in operation until a Certificate of
Compliance has been issued by this Board of Health
Signed Date 2--
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. )Zn,0 Yp Date Issued L/
rf-;; K •.-• ' �a�"z, .�.:. -.,,,�'* �'t,.�+� � � j� rt^ ',�W '�.��1 .�$� +.^:"•,,,:m*^n:,;.a..,..• f ,i:�t,�,
ii R+a;�l.lt^ •
No. G D-j 6 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes -t
ZIPPYication for Misposal-6pstem Construction Permit
Application for a Permit to Construct Repair F Upgrae Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. t`C�• j .b � Owner's Name,Address and Te No.
MWPWE. �"''NIPIk
Assessor'sMap/Parcel " ' (f( Ptid-�r�xJPJ5
Installer's Name;Address,and Tel.No. S a S-4477• -1j Designer's Name,Address,and Tel.No. "'4>2'►al-•7 3 -611 T �
X14; kw4 C►. Ao4# /1
Type of Building: rr.
Dwelling No.-of Bedrooms ,' .'( ,,Lot Size, i t t I Z� isq.ft. Garbage Grinder( )
Other Type of Building ( ''/ , No of Persons ` k Showers( ) Cafeteria( )
Other Fixtures ;
Design Flow(min.required) gpd Design flo}w provided ft gpd
Plan Date "3 na Number of sheets 1 Revision Date
Title 144, RACow A_
Size of Septic Tank 5aiO C L)S Type of S.A.S.
' Description of Soil ( �?/� U1
Nature of Repairs or Alterations(Answer when applicable) t jtC / `r(A,(..„ C
L t'� F& r A6i,.& Est . Su ixje
Date last inspected:
Agreement: ff
The undersigned agrees to ensure the construction and maintenanee' of the afore described on-site sewage disposal system in
ac o dance with the provisions of Title 5 of the Environmental Code and� to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health:
Si ed r Date .. Z-'
Application Approved by Date
Applicatiori Disapproved'by Date
F, for the following.reasons
":
i
Permit No, Date Issued
_w -- �__,.___ -- --- --- --- - -- -•- ----•---- --•--•-•-__
THE COMMONWEALTH OF MASSACHUSETTS,. .
BARNSTABLE,MASSACHUSETTS
Certificate of Contpliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( )
t Abandoned(' )by "/,germ' t/ 1
at 1 UtL AAGn� !"'[��'>' has been constructed
,in�accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.- ���" dated 2 Z
Installer 'Py ? UJL Oil Desi er C. �l l Q- ll.� ...t
#bedrooms 4 Approved-design owl �P'K® gpd
r
The issuance of this permit shall not be construed as a guarantee that the sy�em will °ctio. as ,es gned.
-,Date -�-�G ,,, Inspector.
' A?
�! ---•--•-•--•
._--r No. ���Z"�(G _,__._..___ __..____._.__..___--•----•-•--•-• -•--•--- --�•--•------•--_--__---- ----•-•--.-•__ Fee-•-•--- M).-- --•--•- -
THE COMMONWEALTH OF MASSACHUSETTS T
PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction'�Vertnit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at 11 6 AJ A-6 l+Nlt�bJ G
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:Cornsstrttictiontmust be completed within three years of the date of this permit.
Date !//.��/ ,Zi Approved by
Town of Barnstable
I"E ,� Regulatory Services
Richard V. Scali,Interim Director
a%axsrAe>.e,
Public Health Division
° nraa+� Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification.Form
Date: 2-22-22 Sewage Permit# Assessor's Map\Parcel 310/37
Designer: JC Engineering,Inc. Installer: Robert B. Our Co.,Inc. (RBO)
Address: 2854 Cranberry Highway Address: 363 Whites Path
East Wareham,MA 02538 South Yarmouth,MA
On 2- 1 Z'Z RBO was issued a permit to install a
(date) (installer)
s_eptic system at 142 Bacon Road based on a design drawn by
(address)
JC Engineering,Inc. dated 2-03-22
(designer)
X I certifythat the septic stem referenced above was installed substantial according
P Y Y g
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 (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. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed i fiance with the terms
of the RA approval let rs(if applicable) `J; .
ya�P Sq
r J"L
C14URCHILL JR N
(1&tmI s ore) CIVIL
41
�F
(D ner's.Signature (Affix De t _ p Here)
PL E RETURN TO ARNSTABLE PUBLIC HEALTH D SION. 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.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
s
TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM
Mail To:
NAME OF BUSINESS: Tw , v «-L111 2 aw 1U,wO',ty- c-o Board of Health
MAILING ADDRESS: i4z, 0,56& L0 • 143,160N\sO ,m011 Town of Barnstable
TELEPHONE NUMBER: CSak) 42-i d S" s- P.O. Box 534
CONTACT PERSON: ej)y
Hyannis, MA 02601
- ( ° 6Z�c�NAc2�
Does your firm store any of the toxic or hazardous materials listed below, either for sale or for
your own use, in quantities tot Illix, at any time, more than 50 gallons liquid volume or 25 pounds dry
weight? YES NO
This form must be returned to the Board of Health regardless of a yes or no answer. Use the
enclosed envelope for your convenience.
If you answered YES above, please indicate if the materials are stored at a site other than your
mailing address:
ADDRESS:
TELEPHONE:
LIST OF TOXIC AND HAZARDOUS MATERIALS
The Board of Health has determined that the following products exhibit toxic or hazardous
characteristics and must be registered when stor
Please put a check beside each product that you store:
Antifreeze (for gasoline or coolant systems) Drain cleaners
Automatic transmission fluid Toilet cleaners
Engine and radiator flushes Cesspool cleaners
Hydraulic fluid (including brake fluid) Disinfectants
Motor oils/waste oils Road Salt (Halite)
Gasoline, Jet fuel Refrigerants
Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides,
Other petroleum products: grease, lubricants rodenticides)
Degreasers for engines and metal Photochemicals (fixers and developers)
Degreasers for driveways & garages Printing ink
Battery acid (electrolyte) Wood preservatives (creosote)
Rustproofers Swimming pool chlorine
Car wash detergents Lye or caustic soda
Car waxes and polishes Jewelry cleaners
Asphalt& roofing tar Leather dyes
Paints,wafffehe-&, stains, des.- Fertilizers (if stored outdoors)
1/1*� Paint & lacquer thinners PCB's
Paint & varnish removers, deglossers Other chlorinated hydrocarbons,
Paint brush cleaners (inc. carbon tetrachloride)
Floor & furniture strippers Any other products with "Poison" labels
Metal polishes (including chloroform, formaldehyde,
Laundry soil & stain removers hydrochloric acid, other acids)
(including bleach) _ Other products not listed which you feel may
Spot removers & cleaning fluids be toxic or hazardous (please list):
(dry cleaners) GyWD,Ne, Wpeyf S
Other cleaning solvents
Bug and tar removers
Household cleansers, oven cleaners
White Copy-Health Department/ Canary Copy-Business
TOWN OF BARNSTABLE MPLJANCE: CLASS: 1.Marine,Gas Stations,Repair
nters
BOARD OF HEALTH satisfactory 3.2.Auto Body Shops
unsatisfactory- 4.Manufacturers
COMPANY ftf ' els (see"Orders") 5.Retail Stores
6.Fuel Suppliers -'
ADDRESS Class: 7.Miscellaneous
(IN- indoors;OUT-outdoors)
4QUANTITIES AND STORAGE
MAJOR MATERIALS Case lots Drurns Above Tanks Underground Tanks f
IN OUTI IN OUT IN OUT #&gallons Age Test
Fuels:
Gasoline,Jet Fuel (A)
Diesel, Kerosene, #2 (B)
Heavy Oils:
waste motor oil (C)
new motor oil (C)
transmission/hydraulic
Synthetic Organics:
degreasers
Miscellaneous:
4
DISPOSAURECLAMATION REMARKS:
1. Sanitary Sewage 2. Water Supply d _
O Town Sewer *Public r
'f On-site OPrivate
3. Indoor Floor Drains YES—NO-,A-
0 Holding tank: MDC
O Catch basin/Dry well
O On-site system
4. Outdoor Surface drains:YES NO ORDERS:
O Holding tank: MDC
O Catch basin/Dry well
O On-site system
5. Waste Transporter
Name of Hauler Destination Waste Product
AYES,/ NO
Wo 1.
2.
14
Person (s) Interviewed Inspector Date
37.3'±
FINISH GRADE OVER D-BOX
T.O.F. EL. 37.9± FINISH GRADE OVER CHAMBERS= 36.9 - 37.51 GENERAL NOTES
-1/2"DOUBLE WASHED
314i'TO I
SLOPE @ 20/6 MIN,OVER SYSTEM
REMOVABLE WATER-TIGHT COVER OVER
PROVIDE EXTENSION RISER STONE TO CROWN OF PIPE
UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET RISER TO WITHIN 6'OF FINISHED GRADE
4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
OUTLET TO WITHIN 6"OF F.G 2"OF 1/6'TO 1/2"DOUBLE WASHED
MIN SLOPE 1%
RIC
F.G. OVER TANK EL 5"DIA. OUTLET(S) BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES.
@ FND.,EL
FINISH GRADE
37.31± 37.5'+ STONE OR GEOTEXTILE FILTER FAB
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD F HEALTH AND TH
DESIGN ENGINEER.
PLACE RISERS ON ALL
TOP
OF SAS 34.50
PROPOSED4"
VMIN.
-EXISTING 4" 9"MIN. CHAMBERS w/PIPED 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SYSTEM UNLESS OTHERWISE NOTED.
SCH.40 PVC 36'MAX- 33.50' 36-MAX. BREAKOUTEL ' 34.00' INLETS TO WITHIN 6"
SE'VVER PIPE
SEWER PIPE RADE'�e
OF FINISHED G
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3"DROP MAX F L=1 6'±
6" 31l� 2"DROP MIN 31' 91t PROVIDE WATERTIGHT 4- ELEVATION 34.00'FOR A DISTANCE OF IVAROUND THE PERIMETER OF THE SAS UNLESS A
MIN.SLOPE db 1% L I -
OINTS (TYP.) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
471
137 PVC IN FROM
P 6 = = 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
411 \I'- OUT 0 100D CD
*34.I'± TIC TANK IV,PVC TO
CONTRACTOR TO PROVIDE LEACHING Ffi SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
5
00
SPECIFIED DROP BETWEEN
c5c THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
CD9
171 00
INLET AND OUTLET CONTRACTOR SHALL 6.
CONTRACTOR -LET TEE 2' ------ 00
OU1 33.87' 33.70
SHALL VERIFY SIZE 49' .VERIFY CONDITION OF CDC$ HEALTH AND DESIGN ENG BE NOTIFIED PRIOR TO BACK
00 C) 7. LOCAL BOARD OF INEER TO
EXISTING
TEES
AND CONDITION OF
GAS BAFFLE 6"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY .00. C> C) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY
COMPACTED BASE
AND DESIGN ENGINEER.
4.0'
8.5- (TYP)
I I I i 1 -4.9
5 '1
OUTLETDISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK ELEVATION SHOWN
(TYP.)
TO BE INSTALLED ON A LEVEL STABLE 33.5' ON PLAN. ,
BASE. FIRST TWO FEET OF OUTLET < 26.00'
I GROUND WATER ELEV.= 9- CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
31.50 12.83!
PIPES TO BE LAID LEVEL THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
5'MIN.-/
CHAMBER END VIEW
S., REPORT ANY DISCREPANCIES
3 - 500 GALLON CHAMBERS 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIE
EXISTING 1,500 GALLON CONCRETE SEPTIC TANK
CROSS SECTION VIEW
'CONTRACTOR TO VERIFY.EXISTING TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
SEPTIC TANK PROFILE H-20 CHAMBER DETAILS
ELEVATION PRIOR TO ANY\%'OrRK& H-20 DISTRIBUTION BOX DETAIL
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
TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
u
jr -333 APPROPRIATE AUTHORITY.
EXISTING SAS COMiPRISING (5) PERC NO. : 21
STEEL POSTS -10 LOADING UNLESS LOCATED ,
INFF ILTRATORS (APPROX. LOC'A TIONI,TO BE INSPECTOR: David W.Stanton(BOH) 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H
/< MAP 310 UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
F� D PROPOSED H-20 4
EMIOVC REPLACED WITH CLEAN,
- I - SAND PER 3110 CNIR 15.255(3) LOT 337 EVALUATOR: Michael Pimentel, EIT,CSE -20 LOADING.
COARSE DISTRIBUTION BOX TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H
Oct. 27, 1999
C.S.E.APPROVAL DATE.
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: January 10,2022
3)500 7xT
PROPOSED( 12"
14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MAP 310 GALLON H-20 LEACHING
TEST PIT MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FAC LI
I Ty
LOT 420 CHAMBERS w/STONE
7"
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ELEV TOP 37.50'
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
'VIE,
ELEV WATER <26.50'
7x8 CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ,
x 15.
EXISTING, 1,500 GALLON
68140"E 37xl'�
-tl- "I PERC RATE <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
t4830 IK TO BE
N SEPTIC.TAN
5.67
9 UTILIZED IN THIS DESIGN J;
37
DEPTH OF PERC 36"-54!' 16. PROPOSED PROJECT IS LOCATED WITHIN:
TP
ASSESSOR'S MAP 310 LOT 37
TEXTURAL CLASS:
VV
OWNER OF RECORD: MICHAEL SHIPMAN
37 5
oil 37.50' 142 BACON ROAD
ADDRESS:
J
TO
Loamy Sand HYANNIS, MA02601
�r (4 A I OYr 3/1
xoi�
37x5'
FEMA FLOOD ZONE X
36.00'
;Jfljx7l
T 161
COMMUNITYPANEL# 25001CO566J
(2) MAP 310 Loamy Sand
11;< -S B 17. DEED REFERENCE: BOOK 22196, PAGE 39
LOT 40 1 OYr 5/6
36x8'
18 PLAN REFERENCE: PLAN BOOK 179, PAGE 139
20"� __M .37x2'
34.60'
HCA 816 LOCUS
Perc
19. ALL DISTURBED AREAS SHALL BE REST&RED TO ORIGINAL CONDITION.
JS 181 33.00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABIL
3 Ps
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
36xT dW A 4"PERFORATED.SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
21.
C SAS
C/ Med-to Coarse Sand -OF FINISH GRADE. A
;4
GN HC-2 C &6 DEPTH OF THE BOTTOM OF THE AND EXTEND TO WITHIN 3!
2.5Y REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
DECK
TOF=37.9±
22. OWNER I APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
N LOCUS PLAN
23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE
SCALE: 1 1000'
APPROVAL IS REQUESTED FROM 310 CMR 15.211:
132" 1 1 26.50' MAC
(I.) A 7.0'WAIVER(20.9-13.0') FOR THErSE K FROM THE SAS TO HOUSE FOUNDATION.
#142 '- - 37
No Mottling, Standing or Weeping Observed
S -7 1511
EXISTING
4-BEDROOM TEST PIT DATA
LEGEND
Benchmark TA bWELLING DESIGN DATA
21-333
0 MAP 310 PERC NO
Stoop Comer
0
13
Elev. =38.00' LOT 37 50xO, EXISTING SPOT GRADE
INSPECTOR: David W. Stanton(BOH)
Approx. MSL N, .11,12G±S.F- -451)
NUMBER OF BEDROOMS(EXISTING) 4(per Permit#97 EVALUATOR: Michael Pimentel, EIT,C E --- 50 --- EXISTING CONTOUR
NUMBER OF BEDROOMS(DESIGN) 4 OCt.,27, 1999
C.S.E.APPROVAL DATE.
PROPOSED CONTOUR
_1A
S290 47'3O"E DESIGN FLOW 110 _GAUDAY/BEDROOM DATE: January 10,2022
PROPOSED SPOT GRADE
5.00' GAUDAY
TOTALDESIGN FLOW 440 F501
TEST PIT 2
-7 SHED DESIGN FLOW x 200 % 880 GAUDAY GAS EXISTING GAS LINE
ELEV TOP 37.00'
MAP 310 <26.00'
'USE EXISTING 1,500 GALLON SEPTIC TANK ELEV WATER
O/H/W EXISTING OVERHEAD UTILITIES
LOT 39
PERC RATE
-W-W EXISTING WATER LINE
DEPTH OF PERC
-20 CHAMBERS iW/ STONE TEST PIT LOCATION
INSTALL 3 500 GALLON H
0
TEXTURAL CLASS:
SIDEWALL CAPACITY
0 EXISTING 1,500 GALLON SEPTIC TANK
(LENGTH + WIDTH) (2SIDES) (ZHIGH) (0.74 GPD/S.F.) GAUDAY
to
20" (33.6+12.83')(2) (7) (0.74 GPD/S.F.) 137.1 GAUDAY Olt 37.00'
PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
0
N, Loamy Sand
BOTTOM CAPACITY 'A 1 OYr 3/1 PROPOSED H-20 DISTRIBUTION BOX
(LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY
P
18t` 35.50' -20 LEACHING CHAMBER
PRO OSED 600 GALLON H
(33.5'x 12.83') (0.74 GPD/S.F.) 318.1 GAUDAY
ED
Loamy Sand
� B 5/6
1OYr
TOTALS- Wit 34.00' REV. DATE BY APP-D. DESCRIPTION
MA P 310 TOTAL NUMBER OF CHAMBERS 3
PROPOSED SEPTIC SYSTEM UPGRADE
TOTAL LEACHING AREA 615.1 SQ.FT.
LOT 38
TOTAL LEACHING CAPACITY 455.2 GALIDAY PREPARED FOR
ROBERT B. OUR CO., INC.
NOTES:
Med.to Coarse Sand
C
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
2.5y 6/6 LOCATED AT
EACH SEPTIC SYSTEM COMPONENT.
142 BACON ROAD
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT HYANNIS, MA
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF uffi.#10
SCALE: 1 INCH 10 FT. DATE: FEBRUARY3, 2022
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SWING-TIES 132" 26.00'
0 5 10 20 40 FEET
S DEP ZONE 11, HCA HC-2 No Motding,Standing or Weeping Observed
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MAS DESCRIPTION
PREPARED BY
WELLHEAD PROTECTION OVERLAY DISTRICT,GROUNDWATER PROTECTION JOHN
CHUR ILL
OVERLAY DISTRICT OR THE ESTUARINE WATERSHEDS. CORNER OF STONE(1) 25.7' 37.V RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC.
IVIL
CORNER OF STONE(2) 13.0' 29.1' N 41807, 2854 CRANBERRY HIGHWAY
PROVIDED ONLY AS A COURTESY
4.) SWING TIES SHOWN ON THIS PLAN ARE
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS CORNER OF STONE(3) 37.8' 18.8' EAST WAREHAM, MA 02538
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL SITEPLAN 508.273.0377
NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. CORNER OF STONE(4) 43.8'
SCALE: V= 10' Drawn By: ATB Designed By:MCP Chec*ed By: I No.6071
9"
b1,1! l 3-
1 141 -"�'3
A
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