HomeMy WebLinkAbout1292 CRAIGVILLE BEACH ROAD - Health 1292 Craigville Beach Road
Centerville
A= 207-074
E/j/ S M E A D
No.2-153LOR
UPC 12534
smsad.com • Made In USA
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
r
Rpplitation for Mispo8'Y Opstem ConetrUCtion Permit
Application for a Permit to Construct( ) Repair( `�pgrade(Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 11011 Gri �,"i �C PW4 tin Owner's Name,Address,and Tel.No.
c.h,:�u-..,C 1� �'la�ffz G.-!ti t�`w P�( �-��i.Z. C����f. 12•�
Assessor's Map/Parcel
Installer's Name,Address,and T 1.No. Designer's Name,Address,and Tel.No.
Scc�Vrv''k �. `�yrrrr�u.��.. n S- eetM 1� �•,i �nc� -T6;?e 3a
t` c "-ID 61Q,
Type of Building: G y
Dwelling No.of Bedrooms Lot Size® r a C Ct3 sq.ft. Garbage Grinder(
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 0 gpd Design flow provided i gpd
Plan Date k L z q 14 Number of sheets Revision Date
Title
Size of Septic Tank Ot -2 'C Of\j?Ov fi,� Type of S.A.S. L<G C.,%,, '-tGl d 62 V k Q y (P C-\L �
Description of Soil_� e C�c
Nature of Repairs or Alterations(Answer when applicable)� (c, & jC l �(t n r�_g S 8 d S "J t'L,_`�SkiC� Cs�L fir^V` 6)c 0,r`J Ue_C�0, - t,1,J
1(5" v(AI_ ''Qr\Q C\^CA nV-c1
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 of Health.
Signed_ Date
Application Approved by A Date '
Application Disapproved by Date
for the following reasons
Permit No. c�Co(� d Date Issued
-- - --r�__=_«-- -- - - - -- ----- ---- -- ----- ---- ---- ---- --- ------------------------ - - - --
Cam'` � • F Y t 4 v s i-•.-+.�
No. Cat�� s a , " , Fee
- THE COMMONPWE LT MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION `TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ltJYicatlon for Np 8 Y Went Construction Permit �
Application for;a Permit to Construct( ) Repair( i"OUpgrade(-')XAbandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. C r c,`'t 1 C &t 4 E V 61 Owner's Name,Address,and Tel.No.
C_k1tr.1e
Assessor's Map/Parcel o ) —'It-1-
Installer's Name,Address,and Tel.No. De qr's Name,Address,and Tel.-No.
�JLc:�1 Gtu.n�+t to 2 t)1tI�L.sr�w�. h p�^tM kAr c J
Type of Building:
Dwelling No.of Bedrooms L4 Lot Size 4 9 (A sq.ft. Garbage Grinder( Q
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(mite.required) `L.i�4 gpd Design flow provided (J U gpd
Plan Date ` Z�( J Number of sheets Revision Date
Title
Size of Septic Tank C Gn Per' 6n-A ' Type of S.A.S. Le c,v- t%1 c i iJ a s-3C I L{ X (a-r"C i.,
Description of Soil � r rJ k to C--,ri
Nature,of Repairs or Alterations(Answer when applicable) t^G r P S Su G11 tl1 t
�SU c C. •L t�V, rJ f3 d K C, Le C, L 0--
Too
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 of Health.
} Signed rA - _ Date D- f / S<
-r �1
` Application Approved by Date 11f'n,^. /�
Application Disapproved by ►1 Yt Yl, Z �r Date
` f C3./jt
for the following reasons Ga,�.; l Y\, ~ � -'I j A r,
- ' Permit No. aU ('s - d5 Date Issued,
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
jTHIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded(✓
Abandoned( )by C rA 1Y.i..l yc✓
at C,<-(-, t,,,k a i k`-C f'.t�,t L, �Z(�.. ha been to structed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer S Co�k CA Designer 6,1;,, §
#bedrooms L4 :Approved design flow E -�� gpd
The issuance of this permit shall not be construed as a guarantee that the'system will function as. 'esigned.
Date 57 J Inspector
---------------------- -
No. 0A� � f- CX-5 61 Fee 1I -
THE COMMONWEALTH OF MASSACHUSETTS 1�
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
MispoBal *pstem ConstCUrtlon Permit
Permission is hereby granted to Construct( ) Repair(� Upgrade(. "')� Abandon( )
System located at r C-i t,�� Lit (let C_L� rL J (' V
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.
t_ r
Provided:Construction must be completed within three years of the date of this permit.
Date 3�a a�� Approved by m
Town of Barnstable
Regulatory Services
Righard V. Scali,Interim Director
Public Health Division
crud" Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
` Installer&Designer Certification Form
Date: 1 Sewage Permit# h — � Assessor's Map\Parcel
Designer: S+CE1�F}�t� A,. k A kf> PC Installer: 5 45 M i•-1. -- 1lZ--
Address: `�. d• tso�< Address: LIS 0" YAW6v"T'4
o ZloCoo
On 21UL \X )A. V—A—) K was issued a permit to install a
(date) (installer)
septic system at aci`& Qd based on a design drawn by
(address)
P A A-S,ViFdated
(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 (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 1-lance with the terms
of the IAA approval letters (if applicable) �tD
(Installer's Signature)
A.
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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
�vTOWN OF BARNSTABLE, il 'N" � .µ #•..T... _
--JOCATION G,l «<_ SEWAGE# s 0 s9
VILLAGE • C AA� ASSESSOR'S MAP&PARCEL 7 v 7LJ
INSTALLER'S NAME&PHONE NO.
}� SEPTIC TANK CAPACITY \SO(J ter(_ Q)MT ms/A , fo04 bs L PUPAe
C h4c_n b-tr
LEACHING FACILITY:(type) V 4 L,, !P`t\J (size)
NO,:"OF BEDROOMS
:DOWNER T C. C, N t,
PERMIT DATE: 3 ��Z I(� COMPLIANCE DATE:
Separaiion 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)
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) ` ��� Feet
FURNISHED `Co ry
e�►t o0 6. � 6.
6 Q Or �r0
7 '
: np � awwcs �i
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Town of Barnstable P# L S (09
Department of Health,Safety,and Environmental Services
oft - Public H_ ealth DT
'on Date367 Main Street,Hyannis0260
BARNHABLE. * -
MASS. .
1639. 1
°rEn�y� Date Scheduled 3 1 Z 1 � Til. L l= Fee Pd. 1� —
Soil Suitability Assessment for Sewage Disposal
Performed•By: SOH C � A • /11-A-S P G Witnessed By: �OI✓R'.�j G�CZ.sA-y►.�f�S ,C S .
LOCATION & GENERAL INFORMATION
Location Address Owner's Name
IZ4tz cAo_+4N--Cgr 4 -N
C.C�-.Td„a-✓. t e- Address /?.�L C,�.4.q✓sa.�.a. 4e N re,�j
Assessor's Map/Parcel: 2,0-2 _ O 7 7 Engineer's Name
NEW CONSTRUCTION REPAIR Telephone# J-v Z 3 4 Z 0/ S Z
Land Use 2&-5 Slopes(%) 10 t Surface Stones As o
Distances from: Open Water Body ft ,Possible Wet Area ft Drinking Water Well ft
Drainage Way NIA ft Property Line 34 ft Other ft
SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
ROUSE
,.r I 'dIZAL
J :IJZ : I
Parent material(geologic) y "'its Depth to Bedrock Lov +
Depth to Groundwater: Standing Water in Hole: Z Weeping from Pit Face
Estirnaied Seasonal nigh Groundwater L 4• _3_
I)1k. SEAUA�HNFOT W LE
_.
Method Used. V S 4 3
Depth Observed standing in obs.hole 74," in. Depth to soil mottles in.
Depth to weeping from side of 99bs.hole: in. Groundwater Adjustment 0.1 ft.
Index Well#P*w Lq. Reading Date:.Lt_It Index Well level._ &.1 Add.factor_0.1 Adj.Groundwater Level
pERCOLATIUN TEST Datt : #
Observation
Hole# Time at 9"
''
Depth of Perc q8 Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Pre-soak
Rate MmAnch G L
Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back - j
Copy: Applicant
' ' DEEP OB'SERVATIpN HOLF LOG Hole;:# 3'
Depth from Soil Horizon ' Soil Texture Soil Color Soil Other
Surface(ip.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
C nsi t�nc % r el
Ell
DEEP O$SERVATION HOLE LOG HoleZi
#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.Y2 Gravel)
it
DEEP OBSERVATIQN HOLE L.OG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Ocher
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
DEEP OBSER`V.A.TIION HOLEIOG Hole##
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.°°Gravel)
Flood Insurance Rate Map: /
Above 500 year flood boundary No✓ Yes '
Within 500 year boundary No_ Yes
Within 100 year flood boundary No— Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all,areas observed throughout the .
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 1' 1%1 S (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,ex ise and experience described in 310 CMR 15.017.
Date
Signature ____ .-.____. ---�
Town of Barnstable P# �
'� � Department ofRegnlatory Services
a ,,�,� >i M ]Public Health Division Date /<�//Zr
ain Street,Hyannis MA 02601
Date Scheduled 'S Time W/"r- Fee Pd.— ��, 4
Soil Suitability Assessment for Sew •ge isposal
Performed By- ST4"-7A1+6&--) A • bf-4-.4-S, Pig- . Witnessed By: I S
LOCATION&.GENERAL INFORMATION
Location Addross a c 1. `e%-\�\t s\\(,, Owner's Name V,P J\, N'C11,
C k,/\VU-V Address
Assessor's Map/Parcel:` ,� ✓I
CTI Engineer's Name
NEW CONSTRUON l i f (� <
REPA1RR j�_ Telephone
Land Usa- Slopes 96 w=/ A✓y
P ( ) Surface Stones
Dlatancca from: Open Water Body... Possible Wet.Area. �� ft Drinking VJatcr Wcll 'r'�'4 ft
Dralhage Way ft Property Line Other ft
SICE•TCH:(Street name,dimensions of lot,exact locations of test halos&pare tests,locate wetlands-in proximity to holes)
w
ROUSE Q,/d
�.�.�•��� Liaa.�'�" . �E�Z ��SZ�ti JltlN
Parent material(geologic) V Depth to Bedrock
n .
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fnce
Bstimated Seasonal High Oroundwater
DETERMINATION FOR SEASONALMIGI1 WATER TABLE
Method Used: y S C S ><
Depth Observed standing In obs.hole: ®`f 3 '� In, Depth to sop mottled: — In.,
Deilth to weeping from side of o s.hole: _ -' In, Groundwater Adjustment
Index Well-M KtIOZt Reading Dato: `V t 4 Index Well level "L. Adj thetor 1, l AdJ.droundw4ter.1-oval�•(e
Observation r
Hole# f Time at 9"
Depth of Pero 7 4� Time at 6"
Start Pro-soak Time @ Ve' Time(9"•6")
End Pro-soak
Rate Miu./Inch
Site Suitability Asses9ment: Site Passed ✓ Site Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
***If percolation test.is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:ISBPTICIPBRCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soli Horizon Sail Texture Shcl Color Sall• Other
Surface(in.) (USDA) (Munsell) Mottling (Stnueture,Stones,Boulders.
. . ]sistency.96'aravall
0'eL3/Z
DEEP OESERVATION HOLE LOG Hole# 2—
Depth from Sall Horizon Soll Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Q G a L. S
L �o'' H. S �v ram- Sla . .. •
DEEP OBSERVATION HOLE LOG H010#
Depth from Soil Horizon Soil Texture Sall Color Sall Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
DEEP OBSERVATION HOLE LOG Hole#
Depth from Sol[horizon Soil Texture Sall Color Boll Other
Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders,
Flood Insurance Rate Man:
Above 500 year f rood boundary No— Yes
Within 500 year boundary No= Yes'
Within_100_year flood boundary. No. Yds
Depth of Naturally Occurring Pervious Materlal
in all areas observed thrpu hout the
occurring pervious material exist g
Does at least four feat of naturally o g p
area proposed for the soil absorption system? L-1=5
If not,what is the depth of naturally occurring pervious matol'lal?,_..,.._. ..
Certification
I certify that on 't !4 14 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,cl a tise and experience described in�1 10 CMR 15.017.
• �'
Signature Datb � 7f �` • .
Q:\S.nprlc\pflRCPORM.DOC
Town of Barnstable
j Regulatory Services
It►+e rq Richard V. Scali,Director
Building Division
STT"M Thomas Perry, CBO,Building Commissioner
_ Mnss.
E1 p � 200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Town of Barnstable Family Apartment Affidavit
I,being on oath, epose and state as follows:
My name is (�[�� �, I am the owner/resident of the
"rr.�Prty 1 n ;tad +; l '
The following members of my family will be the sole occupants of the Family Apartment at the
aforementioned address:
Name &relationship to owner:
Name &relationship to owner: ) —AA4, OQ'
UA,�2�
The Family Apartment will be the primary year-round residence for the above-identified
family members. In the event that the listed relatives vacate said apartment, I wif.im7nediately _
notes the Building Commissioner in writing.I understand that no subletting or sukleasing of said =}
Family Apartment is permitted.
I understand that I am required to file an Aff davit annually with the Building -�
Commissioner listing the names and relationship of occupants in said Family Apd�kent. I also
understand that I am required to comply with all conditions imposed by the ZBA Spgcial Permit
and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Aparirrents. I agree
to notify the Building Commissioner immediately in the event of the sale of this proberty.
If there is no longer a Family Apartment at this location,please explain: '
i ue apartment has been dismantled.
The apatmen:has been transferred to the Amnesty Program(Appeal No. )
Other
Sworn under the pains and penalties of perjury this day of 2016.
i 1 / ' �.
Signs a Phone Number r
Print Name
�� l L off , A_q
q:forms/famaffid.doc
rev 11/08/12
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TOWN OF BAR'NSTAIBLE
L t;w A V..)N - lYJ &J2,0L d?t4. ,SEWAGE #
Va LAGE_ Cce)16 N 1 f ASSESSOR'S MAP & 1,01�- �7.-Isj-Z W
INSTALLER'S NAME&PHONE
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size) t,
NO.OF BEDROOMS
OR OWNER Fat i C i o- C)'Ikkil
PERMIT DATE: 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
f
/yip�
U ACCESS COVER MUST BE INSPECTION
TO FINISH GRADE N PORT INVERT ELEVATIONS : DESIGN CR I TER I A :B O U YA NC Y CALCULATIONS : ACCESS COVERS MUST BE WITHIN BE LE VEL EL TO 9' MINIMUM COVER
6" OF FINISH GRADE BE LE 4'vfar wlrH INVERT AT BUILDING: 9•5 DESIGN FLOW:
SEPTIC TANK: DISPLACEMENT - (4.6-4.0) x 10.5 x 5.67 - 36 C.F. TEE 4' PERF PIPE CHARCOAL FILTER MIN 2' OF PE.gSTONE INVERT IN SEPTIC TANK: 8.25 4 BEDROOMS AT 1/0 G.P.O. PER
36 C.F. x 62.4 #/C.F. - 2229w. H-10 TANK - I I480# OK t� •"�,, la'MIN OR FILTER FABRIC INVERT OUT SEPTIC TANK: 8.0 BEDROOM EQUALS 440 G.P.D.
l NVER T l N PUMP CHAMBER: 7.5
y�P LOCUS PUMP CHAMBER. DISPLACEMENT - (4.6-3.25) x 8.5 x 4.83 - 55 C.F. //.0 NO GARBAGE GRINDER
I0.8 gogoqoeo0o o • o 0 0.0 0 • 5 3 INVERT IN DIST. BOX: 10.8
55 C.F. x 62.4 #/C.F. - 3458#. H-10 TANK - 8240# OK 4" DIA PIPE 4' SOLID PIPE I INVERT OUT DIST. BOX: 10.63 rpi 2' SCH 40 PVC G 10.63 40 MILL POLY SEPTIC TANK REQUIRED: 2 COMPARTMENT
lo l0.55
� � t 3/4- - / !/2' OlA. l0.3 VAPOR BARRIER
rSAs N DOUBLE WASHED STONE 9'8 INVERT END LEACH FIELD: /0.3 440 G.P.D. X 200X - 880 GAL. I s t comp
INVERT IN LEACH FIELD: l •
ya 9 5 O T o 440 G.P.D. X /OOX - 440 GAL. 2nd comp
n� 8.25 '� eAFFCE En�Nr 7.5 6 OUTLET ,�
r
100O c Soo a
®� � oc�8 � 3 .2! 2� M BO T TOM LEACH FIELD: 9.8
umfummumSEPTIC TANK PROVIDED: 1500 GAL. 2 COMPARTMENT
�. ADJUSTED GROUND WA TER: 4.6
BEACH !500 GALVFACTORY
00 GAL H-l 0 ADJUSTED
ROgD = GROUNDWATER. EL-4.6 OBSERVED GROUND WATER: 3.5 SOIL ABSORPTION SYSTEM REQUIRED:
GN RD 2 COMPARTMENTMP CHAMBER
LO SEA SEP T I C TANK TER T I GHT AND OBSERVED BO T TOM OF TEST HOLE #l: J.0 DES l GN PERC RATE ( 5 MIN/1 NCH
CENTERVILLE HARBOR INDEX WELL M!W 29, ZONE A
SO TEXTURAL CLASS - I
WATERPROOFED GROUNDWATER, EL-3.s APRIL 20I6 READING-7.3'. ADJ-l. l ' EFFLUENT LOADING RATE - 0. 74 GPD/SF
L 0CUS MAP CRUSHED STONE OR 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
COMPACTED BASE 25'x 24' LEACH FIELD FEBRUARY 20/8 READING-6. 7'. AOJ-0.7'
PROVIDED: 25'x 24' LEACH FIELD, 6"DEEP MIN.
GENERAL NO TES PROF I L E : NOT TO SCALE A - 600 S.F. x 0.74 - 444 GPD
\
1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION SOIL TEST PIT DA TA\ \ \ \\ \ \ \ `
OF THE SEWAGE DISPOSAL SYSTEM ONLY. // 1 I o \
INDICATES INO/CA TES
PERCOLATION OBSERVED
2. VERTICAL DATUM IS NAVD 88, FOR BENCH MARKS / /l i ! / l I S 87°20'40"E TEST - GROUNDWATER
SET. SEE SITE PLAN.
TP #1 P#15042 TP #2
J. ALL CONSTRUCTION METHODS AND MATERIALS ANDHORIZON TEXTURE COLOR HORIZON TEXTURE COLOR
/ l \
MAINTENANCE OF THE SEPTIC SYSTEM SHALL / / / l l co-r2. I \ 0" 10.5 0* !0.5
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL / / d BATH '\ \\ c Q LOAMY IOYR Q LOAMY IOYR
OM
BEDRO KIrCWIV \\ \ \\ SAND 3/2 SAND 3/2
BOARD OF HEALTH REGULATIONS.
/ - - - - _ - - - _ _ - - _ - - - - - - -
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER j i i \ \ / / LOAMY I 0 YR p L I 0 YR
I I \ \ � / / / ,� D SAND 4/6 D SAND
4/6
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/ L l vrNG Roots � i o/ / // / s - 24" 8.5 24" 8.5
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- I I I I z 4 I 1 P�j / , / , Cl MED I UM I O YR C / MED I UM IOYR
STANDING H-20 WHEEL LOADS. SAND 5/8 SAND 5/8
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR `I '� I Ill BEDROOM DECK
APPROVED EQUAL. / 1 1 BA Ty DINING ROOM
48-
/ y BM' C NER CONCRETE / / / ,/ // \
6. SEPTIC TANK, PUMP CHAMBER AND D-BOX SHALL BE 112/o /GAT EL-/i1.53 // ,� /
REINFORCED PRECAST CONCRETE. WATERTIGHT AND `\ \ � / 2 GREENHOUSE // / / �/ ,
GARAGE 84' 3.5 84" 3.5
WATERPROOF. D-BOX SHALL BE WATER TESTED t0 -
CHECK FOR LEVEL WHEN THERE 15 MORE THAN ONE I \I \� \ \ c CE-55POOL 5 0' / i 7 - -
OUTLET. 1-1-�- I-i- L t I I
. 1 TT /
a l ) I t i l l i '�"'... -:•a.•'.�:�•.. I5OQ'G�LON ,�' ` / / i
l i I I ( 2,ZOMPARTM IVT / DATE: MAY 18. 2016
7. BEFORE CONS TRUCT/ON CALL `DIG-SAFE". 1 e I �'} K
1 ! I ) ! I I i ;• ;.... sJ. 'SE/P�flC T¢NX /
1-888-DIG-SAFE AND THE LOCAL WATER DEPT. -- - ,_/' IRIS RNEf gRlIAI .... / / / ! /00.
: ;. TEST BY: STEPHEN HAAS
FOR LOCATION OF UNDERGROUND UTILITIES. 1 126'1 x 30/ l / :': ':.. ::::; /� / / GREENHOUSE
l I / // / / / .• ;: p pJ/ GARDEN
6i , ' ' / WITNESSED BY: DAVID STANTON
No. PERC RATE: ( 2 MIN/INCH
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE '/ t / lrN.. / t
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
i P,OL 40 Nl L Y P �/�
OF THE SYSTEM TO ALLOW FOR SCHEDUL l NO OF THE l I TIP VENT 25 / I GREEN -
TP #3 P#15609
A l I �- ! N VAPOR BARRIER I / 1 TP #4
o " r 1- l-I-I- -i-i- / / /I
CONSTRUCTION INSPECTIONS. cv ; 1 I I I I ) I I 1 24ix Ps' o ��'• . � .� /� � / / I
l 1 I ITP04 ,L£ACH,FIELD PUMP HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR
a _/ l / / // / / / l �� c ER �' / 0' 9.5 0" 9.5
9. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED /, / / / // / / / / 8 .Q LOAMY IOYR Q LOAMY IOYR
/ / / / / SOIL REMOVAL /
AND BACKFILLED WITH SAND. ///l/ // / / /// S�E NOTE l0 fir' 1 / SAND 3/2 _ - - - SAND- - - 3/2 -
/ / 9" - - - - - - - - - - - - - - - - - - - - 8.9 !2" 8.5
l 0. ALL UNSUITABLE MA TER I AL (A & B HORIZONS) / / // / / / ' / / n ', Rod'' / I I
/ / / / / / / / / f � 1 � C / MED!UM I 0 YR C / MED l UM l 0 YR
ENCOUNTERED BELOW THE /NVER T OF THE L EACH I NG / / / // / / / / / 100// I x
FACILITY TO BE REMOVED FOR A DISTANCE OF S' SAND
�// // /, \ ~ J I SAND 5/8 SAND 5/8
AROUND AND REPLACED WITH SAND IN ACCORDANCE o
\ I
WITH TITLE 5.
/
� D
GREENHOUSE 401
v
(. L UN 72" J.6 72" 3.6
FINISHED LAUNDRY , ) I 1 / ,/ !l I / ll; / /' �� / /
CELLAR \
/ I ! I l ��' / l l l I l O 0
84' 2.6 84` 2.6
• � / l l I I / � I 'l � � I / �
DATE: MARCH IS, 2018
BEDROOM TREES ` I I GARAGE J' I� �- "'� �` / o TEST BY: STEPHEN HAAS
W1 TNESSED BY: DONALD DESMARAIS
a I I DRIVE - --tom PERC RATE: ( 2 MIN/INCH
GRAVEL
BEDROOM K/TC!!EN
BATH DINING - / I / -- - - - - - - - /- - - - - - - -
-
GREENHOUSE
1 ItIIJ
OF
BASEMENT FLOOR PLAN
V ) I I l 1 11 GARDEN
o�f\ \ \ \\ \\ \\ \ \ 6__
_ S �EP T I C S YS TEM HE' S / ON
1292 CR,A I GV I LLE' BE'ACF-! ROAD . MAP 207 . PARCEL 74
�\ //V N8.35 C CENTER V l L L E
BARNS TABLE . MA .
3O' DIAA/ ' PREPARED FOR
w coUPALLiVE N PVC OUTLET
PUMP SYSTEM NO TES : �0 ,�'� LEGEND FA T R C ,� U N E L
4' PVC INLET S � ' CB CONCRETE BOUND
1, PUMP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 S CAL E I '� 2 O J A N U A R Y 24 . 2018
OR EQUAL, 318-WEEP ✓Q N -W WATER L I NE
FLOAT M rCHES HOLE 6� 4 HYDRANT REVISED: MARCH 20, 2018
2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. HECKVALV A8
ALARM ON _ _ _ _ _ -G GAS LINE
J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH PNI/P ON IV _ _ OHW- OVER HEAD WIRES STEPHEN A • HAAS
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. S Puw # L I GHT POST E N G I N F - R ( N G
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO pwp OFF _ _ _ _
BE DISCONNECTED AND LIFTED OUT OF THE PU4P CHAMBER WITHOUT 6' P _E- UNDERGROUND ELECTRIC LINE _ \ 9 2 3 R C? u t e 6 A
HAVING To ENTER THE PUMP CHAMBER. -T- UNDERGROUND TELEPHONE LINE Y o r mo u t h p o r t , MA O 2 6 7 5
-CTV- UNDERGROUND CABLEVI S/ON LINE
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETA l L :NOT TO SCALE40.4
5 O 8 3 6 2-8 'I 3 2
POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. -I-40.4 SPOT ELEVATION /
USING 1000 GAL. PUMP CHAMBER
_ --•
5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. WATERTIGHT AND WATERPROOF -40-••-_-. EXISTING CONTOURRj_.. PROPOSED CONTOUR
0 /0 20 4o JOB NO: 16-03 I