HomeMy WebLinkAbout0022 RUSTIC LANE - Health 22 RUSTIC LANE
Hyannis
i
A= 288_- 055
TOWN OF BARNSTABLE
LOCATION vZ V TIC L A i0S' SEWAGE# Z o 2.B O
VILLAGE HYANti 15 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. Ro0G;LT t�, OOQ. Cam, R �
SEPTIC TANK CAPACITY 15 6® G—.Atiz&S '
i �3
LEACHING FACILITY: (type) � ,t1gg&(size) 11.1 tl 10.mot
NO.OF BEDROOMS s7j .
OWNER •KiM RD —M r—A L
PERMIT DATE: 3 f N 2p COMPLIANCE DATE: Y/ u
Separation Distance Between the: 1NGV 5L0QVGb (#0AFTk'IZ 5���ttC�
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well 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) I A Feet
FURNISHED BY
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No. 20)-0 - 067
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftphLAtion for Disposal *pstrm ConstCULtion permit
Application for a Permit to Construct( ) Repair(.Upgrade( ) Abandon( ) Complete System ElIndividual Components
Location Address or Lot No. ;La_ LA IVC Owner's Name,Address,and Tel.�No. � �,��,
�/ G�Go4it1S 00 40WILY A/dK
Assessor's Map/Parcel 5 r (j:&T 1 • L4W C- f4YA0Nr,,9
Installer's Name,Address,and Tel.No. -56S s 77-997 7 Designer's Name,Address,and Tel.No.5'19
Type of Building:
Dwelling No.of Bedrooms -3 Lot Size 4q sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 337 gpd
Plan Date 3-a-..®;to Number of sheets Revision Date
Title P�u ky!U IC CAA)4T HYAJUAYS
Size of Septic Tank 1 560 (GyU46eJ9 Type of S.A.S.(.) s(on ( ,r= CA4a4gQec
Description of Soil_ 4 D -CcA- 4"E G. 'j CO
Nature of Repairs or Alterations(Answer when applicable)
, eSer3�[�lu�IXF�'
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 Hea •. 2 ,L
Sign Date 3- A® o
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. C6 7 Date Issued 3
2o20 - vG7
No. Fee U� -
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es
4plitation for -Misposal *psteitt Construction jermit
.� Application for a Permit to Construct( ) Repair(,Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. (_AMC- Owner's Name,Address,and Tel.No.14 �
4A w<�,j FIAW� Alaac mece
Assessor's Map/Parcel ��' �,y u-& t CZ N A !
Installer's Name,Address,and Tel.No. $O2-4�77-8$T 7 Designer's Name,Address,and Tel.No.5'*�e3113�03'77
Roa r' c�tiJA.. S a'e. atCAW g e_6kt 2 E Kslat
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. . Garbage Grinder( )
6
k
Other Type of Building RCS(Da-1,T(i Art.. No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3350 gpd Design flow provided 337 gpd
Plan Date ,10�kb Number of sheets Revision Date
Title 422
Size of Septic Tank I 5404;J (Sd.Cs.yNS Type of S.A.S./ rA4#t
Description of Soil
fi Nature of Repairs or Alterations(Answer when applicable) IUSTrk'[(__ A jE�l� �E�� 7�=�d111�f� „J H-10 576?7 C
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,6"lace the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Y Sign Date "`( -aQ
Application Approved by Date 3 - �/- .2 d
Application Disapproved by Date
for the following reasons
k. Permit No. Z o a d , (6 -? Date Issued 3
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certifitatt of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by R('�` t P�,
at ?�. I2U S'[( C_ #-I Y Al has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 0-2° dated 3 `/-.2 u `. .
Installer Designer
#bedrooms Approved design flow I 3p k`gpd
The issuance of this permit shall not be construed as a guarantee that the system will f untie aS esigned.
Date Li ! 1 0 Inspector 1 i
tY � 1
----------- --------------------------------- ------------------------------------------ -----------------------------------------------
No. 2 d.2 d UG
Fee /Utl ,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
�i�tlDBaY �pstem �DriBtrUttiDIY �ertttit .-
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at �.Z (J.S"Z't�, 1.1WE= Y �e �C
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:Construc to must be completed within three years of the date of this permit.
Date 37� �1 y Approved
v
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
• snatvsrnsa.e,
MASS �� Public Health Division
►�►`�° Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-8°62-4644 Fax: 508-790-6304 Co
Installer& Designer Certification Form
Date: 4-24-20 Sewage Permit# Assessor's Map\Parcel 288/55
Designer: _SC Eo5cne-eri s 'Tvic._ Installer: Robert B. Our Co., Inc. (RBO)
Address: ZSS`l Crov0ofrry OiaL 1a Address: 363 Whites Path
South Yarmouth, MA
&ask warz,�+aen 02538
On ,-t I,)-. RBO was issued a permit to install a
(dat ) (installer)
septic system at_ 22 Rustic Lane 140Mis based on a design drawn by
(address)
-,C, 1✓o qio e-eC%n 9 , Ivic,� dated 3-2-20
(designer)
X 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 (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 p1tance with the terms
of the I\A approval letters (if applicable)
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ner's Signature (Affix D=V 'SION.
p Here)
PLRETURN TO ARNSTABLE PUBLIC HEALT 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
YOU WISH TO OPEN A BUSINESS?
For Your Information: Business certificates (cost$40,00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you
must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis.
Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is
required by law.
DATE: A 113 /-7- Fill in please:
APPLICANT'S YOUR NAME/S: r
r BUSINESS YOUR HOME ADDRESS: Ae2'Ku,-Ar
Viz• m,� � .
� ��� TELEPHONE # Home Telephone Number �9 - ��•5-�(c4irt
�. M
NAME OF CORPORATION:
NAME OF NEW BUSINESS Plumbi'hq S61o4javis of QApe CpA TYPE OF BUSINESS lu h,6,'44
IS THIS A HOME OCCUPATION? YES NO G�G{
ADDRESS OF BUSINESS �- ` G h 0 PARCEL NUMBER 0 MAP l/ U 5�
/ (Assessing)
When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of
Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth
Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town..
1. BUILDING COMMISSION 'S 0 FICE MUST COMPLY WITH HOME OCCUPATION
This individual has bee inf ed ny of a per i requirements that pertain to this type of business.RU ST AND REGULATIONS. FAILURE TO
Authorized Sign ure** COMPLY MAY RESULT IN FINES.
C ENTS: !
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2. BOARD OF HEALTH
This individual has be n i form d of the permit requirements that pertain to this type of business. MUST COMPLY WITH ALL
HAZARDOUS MATERIALS REGULATIONS
Au rize Si ature*
COMMENTS: 2P.✓
3. CONSUMER AFFAIRS (LICENSING AUTHORITY)
This individual has been informed of the licensing requirements that pertain to this type of.business.
Authorized Signature**
COMMENTS:
TOWN OF BARNSTABLE Date:
TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM
NAME OF BUSINESS: F107-na;`0a
BUSINESS LOCATION: a2 Lk lky nnn.`s INVENTORY
MAILING ADDRESS: °')Lq- ( J TOTAL AMOUNT:
TELEPHONE NUMBER: 6:;
CONTACT PERSON:
EMERGENCY CONTACT TELEPHONE NUMBER: 1, 26- G633 MSDS ON SITE?
TYPE OF BUSINESS: Pjomt„V)G
INFORMATION / RECOMMENDATIONS: Fire District:
Waste Transportation: er--�KSICI�Lk'Pb�-, cume Last shipment of hazardous waste:
Name of Hauler: Destination:
Waste Product: Licensed? Yes No
NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use,
storage and disposal of 111 gallons or more a month requires a license from the Public Health Division.
LIST OF TOXIC AND HAZARDOUS MATERIALS
The Board of Health and the Public Health Division have determined that the following products exhibit toxic or
hazardous characteristics and must be registered regardless of volume.
Observed / Maximum Observed / Maximum
Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive
❑ NEW ❑ USED Cesspool cleaners
Automatic transmission fluid Disinfectants
Engine and radiator flushes Road salts (Halite)
Hydraulic fluid (including brake fluid) Refrigerants
Motor Oils Pesticides
❑ NEW ❑ USED (insecticides, herbicides, rodenticides)
Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers)
Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED
Miscellaneous petroleum products: grease,
Photochemicals (Developer)
lubricants, gear oil ❑ NEW ❑ USED
Degreasers for engines and metal Printing ink
Degreasers for driveways&garages Wood preservatives (creosote)
Caulk/Grout Swimming pool chlorine
Battery acid (electrolyte)/Batteries Lye or caustic soda
Rustproofers Miscellaneous Combustible
Car wash detergents Leather dyes
Car waxes and polishes Fertilizers
Asphalt& roofing tar PCB's
Paints, varnishes, stains, dyes Other chlorinated hydrocarbons,
Lacquer thinners (including carbon tetrachloride)
❑ NEW ❑ USED Any other products with "poison" labels
(including chloroform, formaldehyde,
Paint&varnish removers, deglossers hydrochloric acid, other acids)
Miscellaneous. Flammables Other products not listed which you feel
Floor&furniture strippers may be toxic or hazardous (please list):
Metal polishes
Laundry soil &stain removers
(including bleach)
Spot removers&cleaning fluids
(dry cleaners)
Other cleaning solvents
Bug and tar removers
Windshield wash
WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials _
F.F.E. EL.= 26.8'+ T FINISH GRADE OVER D-BOX= 24.3'± FINISH GRADE OVER CHAMBERS = 24.3' - 24.1' GENERAL NOTES
f PROVIDE EXTENSION RISER FSLOPE @ 2% MIN. OVER SYSTEM
i 3/4' TO 1-112 DOUBLE WASHED
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE
1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE
OUTLET TO WITHIN 6"OF F.G 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = 24.7 ± 5 DIA. OUTLET(S)FINISHED GRADE 24.7'± MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) STONE
OF 118EE OR GEOTEXTILE FILTER FABRIC TO 112E DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
24"MIN.ACCESS 2, ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
COVER (3 TYP.) 9" MIN. F I PLACE RISERS ON ALL DESIGN ENGINEER.
36 MAX. TOP OF SAS = 21 .33
PROP. SCH. 40 9"MIN. 9"MIN CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PROP. SCH. 40 36" MAX. 20.50' 36"MAX. INLET PIF'EJ TO 6"ut SYSTEM UNLESS OTHERWISE NOTED.
PVC SEWER PVC SEWER BREAKOUT EL= 2 .00 �'
� FINISHED GRADE
�1 , 2" DROP MIN. I 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
MIN.SLOPE @ 1% 6, 3' 3" DROP MAX. 3" 9" MIN.SLOPE Q 1% 'L=67 t PROVIDE WATERTIGHT ELEVATION =21.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
13" 4" PVC IN FROM JOINTS (TYP.) �w� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
*22.3'.}. 14 21 _50' SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 °° 0 0 0 �o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
LEACHING FACILITY o00 0 0 �' u o i 5. SLOPE ALL SOLID PIPE AT 1.0°!o MINIMUM.
21 .75' INLET TEE j I o 0
1 12 6 20.63 oo °° 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
48" OUTLET TEE 20.80 MIN. 2 00 C o
00 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
TEES TO BE CENTERED � o a o o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
DIRECTLY UNDER RISERS GAS BAFFLE 6'CRUSHED STONE oNOT TO BE BACK FILLED
5.8' OFFSET TO FND OVER MECHANICALLY AND DESIGN ENGINEER. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
COMPACTED BASE ! 4 0' 8 5' (TYP) ! 4 0' I VARIES I VARIES
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4.83'TYP 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 24.00,
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE VARIES (SEE PLAN) ( .) ESTABLISHED ON NAIL SET IN UTILITY POLE AS SHOWN ON PLAN.
(`, C (`, BASE. FIRST TWO FEET OF OUTLET 18.50 GROUND WATER ELEV.= 13.50'
COMPACTED BASE MVARIES (SEE PLAN) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" CROSS SECTION VIEW 2 - 500 GALLON CHAMBERv 5 MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
T ., „ „ n (Dimensions per TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
CONI RACTO'R TO' VERIFY EXISTING ` A(Dimensions
p tt
ELEVATION PRIOR TO ANY WORK& t H I I U I A INK H��U P- �L �-� � �..��� � �'�.� �� I �t,,��� �},� iJ�TA 1 L �'1 ® 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
.rP��, PIT
T n�,�..A 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
-, ly 11 PERC NO. TPT-20-16 APPROPRIATE AUTHORITY. -
• II' INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS LOCATED
• `i ��� , u' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
• - ' '' EVALUATOR: Michael Pimentel, EIT, CSE
-" - TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
C.S.E. APPROVAL DATE: Oct. 27, 1999
< t� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
DATE: January 29, 2020
Gplt. 11t++ 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
PROPOSED INSPECTION PORT Courser► s ELEV TOP= 24.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
••� ELEV WATER < 13.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
MAP 288 �� '' - =
'--.- / �� ,/� ry'"t LOCUS 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
LOT 54 24 PROPOSED TWO (2) 500 GALLON H-10 PERC RATE_ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
' _ / .�
/ LEACHING CHAMBERS WITH AGGREGATER �, 70� ST 7SON S
DEPTH OF PERC
,,* = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN:
N 4 r ` • 8 •
I ` 0) � ,�� � ) � ASSESSOR'S MAP 288 LOT 55 '
TEXTURAL CLASS: 1
W S$3°23' 10"E < �� OWNER OF RECORD: CLARKSON FAMILY NOMINEE TRUST
O 26 100.00, O 22 RUSTIC LANE
,+ ,
to 24x7 ADDRESS:
EXIST. m ST MP
Y M �-.. �. ✓ 01, 24.50' HYANNIS, MA 02601
FLAG POLE Z
O I M 12
p �-.--- -- q Loamy Sand
4 "_ �L FEMA FLOOD ZONE X
PROP v
(4 D-BOX "�.,."',`� o m f 10Yr 3/1
r z •• }_ t -'` i 12" 2150' COMMUNITY PANEL# 25001C0568J
PROPOSED 1,500 GALLON �' ®c Jf
J 2) (1 ` a / EA/r► ' B Loamy Sand 17. DEED REFERENCE: DEED BOOK 10760, PAGE 292
24 6 t /- H-10 SEPTIC TANK f r- 10Yr 5/6
HC-3 18. PLAN REFERENCE: PLAN BOOK 110, PAGE 29
z ' � u ' r 1 J r ^' � f - , 5 21.50" '
p v? 36
( / _� Key 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
Be Perc
TP 2 0 7} r! ,� 1 1' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
U , 24x5 0.1 �; . 54 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
w 0 �' FFE=26.8'± '� - rf - ' ,4 10 N
C� v i ��+►6,�'i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
N 1-
V o HC 2 BUSH(TY MAP 288 } ;' • ' �'�� 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
Z"DQ v� O }�� i py DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A
10.0 LOT 186 `� C Med.-Coarse Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
24x4 `` �{� #22 4ta>R`' '� 1 Y11� ,,t �' u 4 2.5Y 616
HC-1 i 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND
G • EXISTING "'�
p APPROVALS FOR THIS PROJECT.
3-BEDROOM
aS�5 /,, DWELLING ��� LOCUS PLAN 23- IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE
EXIST WATERLINE TO BE I APPROVALS ARE REQUESTED FROM 310 CMR 15.211:
REMOVED & REPLACED s r LP 6} HC-4 SCALE: 1"= 1000' (1.) A 42'WAIVER (10.0' -5.8') FOR THE SETBACK FROM TANK TO HOUSE.
WITH NEW SLEEVED GAS 3 132" 13.50' (2.) A 10.0'WAIVER (20.0' - 10.0') FOR THE SETBACK FROM SAS TO HOUSE.
WATERLINE AS SHOWN o cw (3.) AN 8.0'WAIVER (10.0' -2.0') FOR THE SETBACK FROM SAS TO SLEEVED WATER LINE.EX. IN' 24x6' 0 -
No Mottling, Standing or Weeping Observed
JI�I AS EL =22 ?"..
�+t SST nIT nATA LEr�n
NEW SLEEVED�� ' -AVED J PROPOSED C/O r � DESIGN DATA r
WATERLINE QRPVE ,,„ Zt� PERC NO. TPT-20-16 50x0 EXISTING SPOT GRADE
I
NUMBER OF BEDROOMS (EXISTING) 3 INSPECTOR: David W. Stanton, R.S.
o j - 5C' EXISTING CONTOUR
4 DECK 24x7 NUMBER OF BEDROOMS(DESIGN) 3 EVALUATOR: Michael Pimentel, EIT, CSE 50 PROPOSED CONTOUR
� � l
Z i \ (0 DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 27, 1999 ��'-
+L # �✓ TOTAL DESIGN FLOW 330 GAUDAY DATE: January 29, 2020 50 PROPOSED SPOT GRADE
DESIGN FLOW x 200 % = 660 TEST PIT#: 2
Q MAP 288 GAUDAY EXISTING GAS LINE
o \ �/ MAP 288 \ USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 24.50'
\ LOT 185 ELEV WATER - < 13.50' EXISTING OVERHEAD WIRES
U.P. 471-�. LOT 55 \ _
0 W EXISTING WATER LINE
/ � / 7,494± S.F. �\
CID PERC RATE _
100.00" SHED INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE DEPTH OF PERC -
Benchmark _ TEST PIT LOCATION
N83°23 10"W
____--EXIST. CESSPOOL TO BE PUMPED. SIDEWALL CAPACITY TEXTURAL CLASS: 1
Nail Set in U.P. �'
Elev. = 24.00' ' FILLED WITH COARSE SAND AND O O O PROPOSED 1,500 GALLON H-10 SEPTIC TANK
(TOTAL PERIMETER) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
Approx. M.S.L.
ABANDONED JYP OF 2) (73.8) ( 2' ) (0.74 GPD/S.F.) - 109.2 GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
24_ ` BOTTOM CAPACITY q OE Loamy Sand 24.50' 0 PROPOSED H-10 DISTRIBUTION BOX
MAP 288 (FOOTPRINT AREA) (0.74 GPD/S.F.) = GAUDAY 10Yr 3/1
'� PROPOSED 500 GALLON H-10 LEACHING CHAMBER
LOT 56 (307.9 S.F.) (0.74 GPD/S.F.) = 227.8 GAUDAY 12" 23.50' Q_
B Loamy Sand
`- TOTALS: 10Yr 5/6
TOTAL NUMBER OF CHAMBERS 2 36" 21.50' REV. DATE BY APP'D. DESCRIPTION
TOTAL LEACHING AREA 455.4 SQ.FT. -
TOTAL LEACHING CAPACITY 337.0 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR:
ROBERT B. OUR CO., INC.
NOTES: C Med.-Coarse Sand
2.5Y 6/6 LOCATED AT
SWING-TIES 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF
EACH SEPTIC SYSTEM COMPONENT. 22 RUSTIC LANE
DESCRIPTION HC-1 HC-2 HC-3 HC-4 HYANNIS, MA 02601
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
SEPTIC COVER IN (1) 26.4' 15.1' -- -- PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF 132E 13.50' SCALE: 1 INCH = 10 FT. DATE: MARCH 2, 2020
SEPTIC COVER OUT(2) 22.6' 8.9' -- -- HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 0 5 10 20 ao FEET
No Mottling, Standing or Weeping Observed �`SNof CORNER OF STONE (3) -- -- 12.5' 29.8' 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN THE GROUNDWATER OR o J�'1 L °y� PREPARED BY:
CORNER OF STONE (4) -- -- 25.1' 35.5' WELLHEAD PROTECTION OVERLAY DISTRICT, ESTUARINE WATERSHEDS OR o CNt1RQHILLJR. JC ENGINEERING, INC.
NE II. N0.41 7 ; 2854 CRANBERRY HIGHWAY
CORNER OF STONE (5) -- -- 37.4' 20.9' 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY ; r�s E EAST WAREHAM, MA 02538
CORNER OF STONE (6) -- -- 31.2' 10.4' SITE PLAN FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS 508.273.0377
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL
CORNER OF STONE (7) -- -- 18.8' 1911 SCALE: 1"= 10' NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. /� Drawn By: ATB Designed By:MCP Checked By:JLC JOB No.4981