HomeMy WebLinkAbout0155 ROSARY LANE - Health 155 ROSARY LANE
HYANNIS
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UPC 17734
p' No.2153CR
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TOWN OF BARNSTABLE
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LOCATION 155 SEWAGE #
/�Y�/1��1/I 5 irJ e3
VILLAGE 5
"ASSESSOR'S MAP & LOT�a3-ay 26
INSTALLER'S NAME&PHONE NO. A/O/f11-14 Y El VIA16' �d� I�9y7'Zjl
SEPTIC TANK CAPACITY 1500 6'41-
LEACHING FACILITY: (type) ,GE4e111W' ' C/l//f/196,6/7-I(size) 02 9.3 X 4.93
NO.OF BEDROOMS Soo
BUILDER OR OWNER
PERMITDATE: /0'//0 a/ COMPLIANCE DATE: 0 I
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
J
79
,6 ol r !�
� — 0 39
Fee
.THE COMMONWEALTH OF MASSACHUSETTS Er?iered in computer: �c�
t Yes
PUBLIC HEALTH DWISION -TOWN OF BARNSTABLEs MASSACHUSETTS
Zipphration for �Dtgpogal *pgtem Congtructton Permit
Application for a Permit to ons t( )Repair( Upgrade( )Abandon( ) Complete System E)Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
r-v'1' A }I 10 hn�S MAR-r—t > V i x-
Assessor's Map/parcel o Of 'P i-CASA IJ L-A I")2-9 01910
er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
_ �Ora�� Ni✓cQ ,ram�-
G
v
J � 3 2.Moon-i a -7 M A36�_YS�( t
Type o u ing: _
Dwelling No.of Bedrooms Lot Size33 W2_ sq. ft. Garbage Grinder( )
Other Type of Building CIMM CaC-►AL.No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 2-57 010 At"V5D gallons per day. Calculated daily flow :X5_5� gallons.
Plan Date 112A —0 0 Number of sheets Revision Date 3 4�
Title S 1 1� ? tA 0
Size of Septic Tank I sip Type of S.A.S.
Description of Soil SA ND Y LOA M 0 — 117 LOAMY SA N Z> 1 Z — ZL rt, A_Q0
,Pk61PIvM 5AN1D 1b — 14y " s-t— S
m
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to WsureXnsd maintenance the afore des ibed on-site sewage disposal system
in accordance with the prove ' mental Cod' nd to place a system in operation until a Certifi-
cate of Compliance has been ish.
Signed e
Application Approved b Dat
Application Disapproved for the following reasons
Permit No. 0 I G Date Issued
f
No. '_� �'"" ( � � � r,'' ,�..�--_..d .�i .�,� Fee'
En e din 05mputer:
THE COIVIMONV�IEALTH,OF MASSACHUSETTS Yes
PUBLIC HEALTH-D,WISIO TOWN OF BARNSTABLES MASSACHUSETTSr
0[pprication for Migpogar *'# p!6tem Congtruction Verm t-
Applic,ation for a Permit to Sons ,(Q )Re air. Upgrade.( )Abandon( ) VComplete System El Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
(L- T A �� „n'�S M A 2C I A r 1 N
Assessor's Map/Parcel Q! p'Lr_A5ANJ N
p c r+6 s i t-v M A U f V`? U
Instal el's Name,Address;and Tel.No. Designer's Name,Address and Tel.No.
0 .... `b �dN�CA ('�N61 � G
N�c=ct a
n9 ,
0 Q ►` 33 'f YA(ZMO Un•t vr) +. M A 36Z f ti L!
Type of_Ruffd ng:
Dwelling No.of Bedrooms Lot Size33 W2 sq. ft. Garbage Grinder( )
Other Type of Building CFI MM CJZC_1,AL No. of Persons Showers( ) Cafeteria( ) ,K.
Other Fixtures
Design Flow 2s5' �?►� AW gallons per day. Calculated daily flow 25� gallons.
Plan Date I'2- -0 Number of sheets Revision Date 3- L - O 1
^P Title 5 I j t ? V1l'n). L I_ f
Size of Septic Tank l 5'D E Type of S.A.S( LA
' ��
'Description of Soil S,A N3? Y LD/d M - 0 - t�- LOAMY 5AN D '' 12 - Z.G. �#t, -Qo
to C'D i yM 5ArJ 2 6
Cn
Nature of Repairs or Alterations(Answer when applicable)
r� Date last inspected:-
7
Agreement:
�
=" The undersigned aQees to ensure the-construc ' d maintenance flthe afore described on-site sewage disposal system
in accordance with the provisto'-`ns o it ee 5 of aronmental Cod and'not toplace e system in operation until a Certifi-
cate of Compliance has been issue o. ealth.
Signed
A lication Approved b t Date
PP PP
Application Disapproved for the following reasons
Permit No. 0 Date Issued
——————— ——————————————————————————————
!' THE COMMONWEALTH OF MASSACHUSETTS
- BARNSTABLE, MASSACHUSETTS
��Y... Certificate of (Compliance -
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( )
Abandoned( )by
has been constructed in accordance
with the provisilpns-of Tat115 dfie�for'�sposal System Construction Permit No. '3(`t-�i- 1-:,(,dated 11r;
Installer t ��'1 Designer
The issuance of es permit shall not be construed as a guarantee that the syste/m,,will function ps designed.
Date Inspector `" n e r
———————————————————————————————————————
��Nof> } Fee�w
_
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Migpogar *raem Congtruction Vermtt
Permission is hereby gr� Construct..(` Tf epair( )Upgrade,( )Abandon( )
System located at
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.
Provided: Construction must be completed within three years of the date of this a it.
Date: I��//l i Approved by T
'r
TOWN OF-BARNSTABLE
LOCATION SEWAGE #
VII.LI E yYq/V�/�` ASSESSOR'S MAP & LOT�a3 y a5'
INSTALLER'S NAME&PHONE NO. AIoieUEZV
SEPTIC TANK CAPACITY 1500
LEACHING FACILITY: (type)4E4C IMC C#,ql ,F/?S(size) v?� 3
NO. OF BEDROOMS Soo G'�f�C•. ,
BUILDER OR OWNER
PERMIT DATE:--LOZ/—O/ a/ COMPLIANCE DATE: 16-i I -0 I
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
7,q _<J '6''
_ �3 ,
� - 39
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=g, .:, .{"'' `rs.'4.Tf t'^,.lj T .'.v _,+sN,»:,i47 Y++-_ `" a- -.R .. ''��r,�.ti... '^ s�'•:'.2 �.. - _ �-'y'': F4 $ �-
}�'•maw•'$. + y."�'ci'�� � si ,, .�, y' ".J.i 1� ._ � / — 1 I O€ s'j"y. a •�
rg t rrr, i g f. I
aa
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OVE UTILM POLE EXISTING METAL BUILDING
Ct RDINATE LO N. 650
WITH ELECTRIC CO n f �
ws I
/\ 35.3W ,yh G j 35.4
GRANITE
EL o /
® \ END GRANTI6�_
K. TAPER START CAPE COD BERM
IN
PER TO \ \
`'\
NF CARMELINA LAMPOS
END G ITE COD B PRO EASEMENT LINE /
\
_ \ PROPOSED E GE OF PAVEMENTy�
l
MATCH EXIG GRADES-
PRO LINE
OF _
SIGN 36
RIP
i 1
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0, r IP GRASS LI D " y ;x'�e ;
y PROPOSED „LET
J �! RETENTION', EA i
SEE DE
PB;556' 50 c «
E p SHEET 133.6621S
F /.t
• '�. �� • -D.I I3 AN Y �.u4'6 �/ - •_/FY i3€ !r •hri * .+.
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RO PPOSED
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0 RAID'FENC y�
tg
01,
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ti 3 .f ;
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PROPO METAL B ING
92 SF. STOC '
iq ENCED 0 0� ' z use
EL. 38.7 (.L� `
`� J9 Ad UfaP—
MR '
4.Ap
fgi
500 f.ALtrj
\ SEPTIC TANK ` O
V40 \ ``Y SETQgO•CK
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SYSTEM Opo
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to
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34.
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35 BARNSTABLE
PROPOSED GRA MUNICIPAL
AIRPORT c)
CuR3iNG. 0- RE
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AT S!OEW co
Al-K. T R
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AT ENDS.
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TBM: CENT CATCH BASIN Ro
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/ � �\\�f� ` I �
0 OVE UTILITY PO/ EXISTING METAL BUILDING \ / ( _ 1 Q�
CQ6RDINATE 1_0�_"N
r---. WITH ELEC-RIC,,,-,O' # 650
W---- LOCUS VIP
SCALE 1" 9063'
PROPOSED GRANFE.
CURBING,
.i� ! j \ \ END GRANT T&,., ADDRESS: #640 YARMOUTH ROAD, HYANNIS, MA 02601
0 A' SIDEWALK, REV`
F,- 35.3 35.4
TO 6' RZvFAL
CENTER, TAFER `0 0' START CAP 13 E R.v ASSESSORS MAP 345 PARCEIS 23, 24 & 25 (COMBINED W1 PB 556 PC 50)
K,' ENDS. (-,YP.) ITCH PLAN REF. P13 556 PG 50 DB 13264 PC 154
ZON�NG DISTRICT: B 20' FRONTAGE
�-OT B SETBACK . 20' FRONT, 0 SIDE, 0' REAR SEE PLAN
N/F CARMEUNA LAMPOS
G ii E MAX BUILT'�-NG COVERAGE: NIA (7392/33662=22% PROPOSED)
._ \ :c` ti �.` cI \/ // S T C COD tj GROUNDWA';'�R OVERLAY DISTRICT: WP (330 RULE APPLIES)
ETA
8
NC) PROPOS Uf
1) EA LINE 0
N1\
'11OUS COVERAGE: 50% -16664/3-3662 49.4% PROPOSED
�► f, "' *`� ` /\ 37 .+ ! N \ \ PROPOSED E'JGE OF PAVEMENT
15268/33662 45.4% PROPOSED
I MATCH EXIS��'G GRADES. MIN. 307 X.,1TURAL STATE
FLOODZONE: C BARNSTABLE PANEL 5
G PR LINE FO 'g,
EXISTING U��E: RESIDENTIAL DWELLINGS (3) (ONE REMOVED)
E74r_ T
A, 0 LAS L N"\
SIGN
36
PROPOSED USE: PLACE. OF BUSINESS FOR TRADESMEN, STORAGE: USE,.
-A-)
PARKING CA1l'UL_,kTIONS:
2
17 EMPL_ (I5P/1.3 EMPL-) 13 SPACES REQ.
WAREHOUSING,",
14 SPACES PROVIDED (4 INSIDE BLDG.) Zi
3
^E p
L 521 1 HCP SFIAC RE�QUJREDi I VAN SPACE PROVIDED
L
9� I, RIP 381
37
37 Ilk
PROPOSED GRASS LIJ D
tiIy V E EN-ION A�EA JONAL li•
SO
All
x AC,± 0
i890
Ty4-
SHEET 33,d52 t 0
?Er T LOT
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3'CAL.!PEt( Ikt:LS
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IN 10'
SETBACK (T*YP.,\
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.LOCUS MAP. 0
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S) ')t E SEWER
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7'
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GROUND LIGHT
BUILDING LIGHT OR c
PROPOSE POLE LIGH-T
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c _LL 20' VAlk HIT.
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X
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FREE STANDING SIGN
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81 1' �'; I CESI;P�01_
/ X f \. � cm)
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10
620 GUT �S l
HOUSE
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SL,11 L N 0
A
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GAS CAT E V.) 0
1146
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3^ C-k.IPER Z.
PROPOSEL
PARK,NI/8�,FFER TREE
A
4 e--. PROPOSED LEACH!NG P:T
-iUPLAN
x SCALE: 1"-20'
WATER UNE
20 0 20 40 60 Font
CENT
LEVAT N
G GAS LINE
CONDITIONS PLAN
SHEET 1 OF
I ip,
T
- SEPTIC SYSTEM DESIGN DATA z
„ y L "T MAX. 330 RULE: 0.7728 ACRE 30)= 255 GPD DESIGN FLOW ALLOWED. U
Ai'Ic4x. 1�' SAL
: !I , ,.:L . .�F!I''--F----•-- _ .._..__.-_ _. - - - --- - - _. __ _ ___ _. _----- __.--.. __ ._._ _ - . _- -- -- - _ - ._ - --- - - --- -- - ---- - ------ - ------ EStGNF OW. 17 FACTORY WORKERS 0 CAFETERIA x 1 '
S3
TIT LOW
D FL (N ) 5 GPD = 255 CPO DESIGN FLOW
- � NO GARBAGE DISPOSALS ALLOWED L�
SEP„C TANK. 255 GP D (2007.) = S10 G ALLON REQ. (1500 GA_ MIN. T
USE 1500 GALLON H -20 SEPTIC TAK I
1 I �3 S 24'CA_ST IRON COVER USE C1 LAYER CLASS 1 SOILS FOR LEACHING 00 _
H_-20. 24'H-20 CAST IRON COVER r
LQ
N-.'. CONC. COVER LEr',„(I)G: 255GP0 0.74 GPD SF =345 SF LEACHING AREA REQUIRED. •�
SLA: 3! H-20 RATED F&C - -- ---- FINISHED - -- -- 83/X 2 DE
- ---- - - -- - -- --- ----- - -- - 3 -- - - - U -- ---- --- -- - S-�� >:.�iONE do ttBARt7N L87&3 3 k 20 6R EO At GROUND 37�4t USE 3 8.5'X4. 'FEEL DEPTH LEACHING GALLEYS W/ 0' STONE �j °)
k"�' _L-ER FABRIC MANHOLE FRAME AND COVERS - AI SIDES AND 1.90' AT ENDS 29.3' X 6.83' OVERALL DIMENSIONS v LO
• sQ RI-+1t-'�• �'- BLOCK UP D-BOX, 24`LD. RISER ( )
Y, �o I 0� .R STONE LABELED "SEWER' TO GRADE WHERE INDICATED 2% SLOPE MIN. � cn
• - 0 GRADE. MORTAR ALL COMPONENTS BOFTOM CAPACITY a 9.3'X 6.83' m 200 SF X 0.74 148 CPO
• s--'L-- - -- - - rF -w f - - SIDEWALL = 2 29.3't8.83') X 2.0'= 145 SF X 0.74 = 107 GPO .�
PRECAST H-20 ---_ _ -- - - - - - - /_ ,T '' -- - ---- ----- -- -- �' --- « --------- -- '�
RISERS 255 GPD
a�
E. 345 SF Q.K. n Ln
' 2'1 t TOP OF CONCRETE EL. 34.4 +
MORTAR AL BLOCKS OR _
•• • I4p - -_ - --- -- -----� --- - - - ------ O
COMPONEN S w o J
i _,., � , __ � - -. • -•..•-•-•----------• "� -� -- � INV'S EL.33.4 '[v PRECAST RISERS
e ' .t ... ,, _ ......•,r»..-.....,... - ..., ,...._,..r..... _,.. •. ° `f`� -.- / _ Wit'. __�._._� __- -� _ _ '..L'- -- '.-t__'-__1.� .00a°o°o 00000000. J
,• _. j ' /
34.32 100 �� g ° - 7t r ��` y_ v
r 2x �,.0 _ u }`
39A14w1}40 PVG i;r,__- 34.0? - - o o O o o - -
v o o ° � ,,,,��1
.....�...•....-_._ . _._..._......_.,-__...._.... - O O O .r O O O O o o ul . �.:.. -- .-._ �a o o°o°o o'vp°v°oou Ci
-^ 2 F, AT 1 . O O 4 9i O O }'' `� � �-' o 0 0 0]^0 o u o
- 0 00000 0 ) 4 0 0 T Q, _ o°oQo°o° o°o°o°oo
T � o o Y • o n /� � � _- �- �� � o ° o 0 1v o 0 0
1>�00 GAL H-2O ,"+ PVC °o°o°o° °ap°o°ov�i u a O v: o o � h� _ ^-ti oo°QOOo� 000a0000 I O
II �4ry. N/' )
SEPfrC 1AhK S BAFFLE a o , o •o ° _ _
4 eSC;�140 PVC 'o o °' .L_ _----- - ------ --- - ----' --- - - ---- - .._ --- -- -- --- U
4' UO. LEVEL P;PE S LEVEL 1ST 2' _ ..R..^ .A$ o°opo o° o oou°o
EL. 31.4
AC111 OR Iaa[l� 33• 33.5 H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST
I • • •
OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OF, EQUAL. i
H-20 0-809 -ONr 1-�"-GO'MPAGTEO- GRAVEL- 3 UNITS REQUIRED-- . -
--_.-_- - -_ -- --- -- - ---- --_-.�.._. RE ---- ----------- - --- - - -
_..._.-_. 3 4' 1- 2'' DOUBLE WASHED STONE 1.0
-+-r- "- 11' GRAVEL dT"witECfi:`- - --- ACME 085 H-20 OR EQUAL /
AT SIC S AND 'AO' AT ENDS OF PR-_CAST STRUCTURES 6.4'
COMPACTION (TYP•) OV"_P;: L 0:4EN`;IGNS TO OUTSIOE OF STC NE: 29.3' X 6.83' m
SFPTIC PROFILE
r
APPROX. SCALE: 1/4' - V-0-
NO GROUNDWOATERHFOUND
i --TREE
3"CALI P E R
PARKING/BUFFER TREE
T :
1
9. 6- 10M,1 AND SEED ALL DrSTURBED AREAS NOT PAVED, f.16.03.0 SEED
P
�3 0 `<•
1, THE LOCATION Gf Ex.�, ., I.Yr+;xltC,ft0uN0 UTItJTIlti ...FICrW', G M4115i LAN � , ,_/�-�
t APi'NJ�Ir�IATE. Pftlt,t A.', $xCAVATI4ri ON Tltlli FA II- I :o+(V.4 7. ALL SEPTIC PIPING 4'0 SCH-40 PVC UNLESS NOTED. �� �1�' 3 �
I CONTRACTOR $HALL UAw ir,';. REQUIRED 72 HOUR NO16?:'A 'N TO DI `'v FE, 8. COMPONENTS NOT TO BE E<01LLED OR CONCEALED WITHOUT
44- 33 Ah:3 ANY OihE11 UTIUi1fS "fa�ttGl� Al1�'I' FlrRppE GhE3tT. £ � C�
i (1-888 3 72 ) INSPECTION 8Y �30An0 OF ►IEALTN AND PERir115S10N OBTAINED E
EQUtpMEN1 W THE C SIRUCIIC.Pa AREA FW Vta:dl'EFICAT;(O, 'O1" LP)cATPG'6 FROM BOhd'.D OF HEALTH. 8 CWLA
t2'X3' CAPE C00 BERM / VIL
2, ALL COrvSTkuCTtON WAfi11AALS. C04IPOhEN15r l4"�D �+E7taCr:�S E +'° CatkU' GH 'ThI°y g STOR►.IWATER RUNOFF TO 8E RETAINED ON SITE. BUILDING DOWNSPOUTS 6' LOAM & SEED 1' TOPCOAT M S5 DPW HOSERfINF(1/D NEW BLACK RU86ER
PROJECT WOKK Sr1ALL Gtk•fOt2►t TO 1HE MOWN OF k ATt1tiF,°A,,I 5119SNV1Sa fiEGS.' A L OIS:U:'BE;_ --- +? -- HOSE (1/2' ID)
A40�0►1 i)sE 11AS5AClIU5ET"1S'OtfyART1NENT OF PtJBaaC p +� y ' ?1 ! OAa J 10, COOnihATE UTILITY INSTA1L'AbONS WITH APPROPRIATE VENDORS. I Ar2;:.A ('YP.)� F''- It Sd
9F
I 5F'ECaf1CAT1C�►•S FOR EsRs;OGE5 AYD V11fiHWAY$ AS AME�acif,l-' T0(r 'R :ENtT. C'Q,',FL*W TO ZONING ORDINANCE. 2a BINDER �Z ---DOUBLE �jR�,E�D 12 E0 WIRE 1EE
F'T WGtK AND E1ttA:_S TO GONFORI,1 TO 3i0 ''; 1 Ott TIiLx: 5, 11. ALL LlGrfik+C SHAt.L I F_ hAL
i AIL SE 9CT ' T REGULATIONS. L OUT C+v_Y ANNEALED T'NiSTED WIRE
AND BARaySTABIE htlJTFt R GU#ATIONS. , ' 12. ALL USES 0*a SsTE TO COhfORll TO wP OVERLAY DISTRIC C EAN
I r E 5 SPECS. TO GRAIE ° Y ,� 1 �; 0000°o°o4Ao�°'°���.. TREE T STAPLE
LE ENDS Dcwr!
I" ATER IS AVAJL,''�.D1,.f:. Fi $,IV•G S!I',tC C04AP01vENTS PER TITLE �" r °°°°° °°Op.c,° '�'°�
3. VERTICAL DATUM IS ASr`y0uI;0, �9UhIC!'AL w 13. REMOVE ALL ^O^�4�4� mot. :�. DO NO STAPtF -- --
i
it ______ t
4. DESIGN LOAD+NG FOR ALL PRILL-AST UNITS � ' _ 1 --
{ To BE A".S►(TG-H20 UNLESS N(:ATEb, 14. NO STORAGE OF AA7.4tDi MATERIALS IS PERMITTED ON SITE. �' 12' PROCESSED GRAVEL �3 STAKES EQUALLY SPAT.,ED
5. ItUS PLAN IS FOIL PRCl + SEU' Ai0hK ONLY AND IS NOT ICE " ' 15. NO QCfTS10E SiOkAGE iS PERMITTED WITHOUT SITE PLAN REVIEW APPROVAL. __ MDPW M1.03.1 V!B. ROLLER COhIPACTED / AROUND TREE 2 1/2'x2 1/2'x10' Lo I I
�7- ---' ` SPACED WK FR011 TRUNK,
CID
8L USED FO't PROr"IR'.TY LNt rJAA&NG• 16. BAALDO-C LEASES TO IDENTIFY RESTRICTED USES. -(f 1t I
i 17. ONLY USES KLO'a 0 AS OF RIGHT IN WP ARE ALLOWED Ws?HOOT SNECiAL PERt�4fT. ' 0 REMOVE TOP & SUBSOIL STAKED DRIVE BROWN.
' i I I � I I J -_--__------ -- I SfAi{E5 DRIVEN AT ANGLE AND �
/ NOTE: REMOVE ANY FROST SUSCEPTIBLE MAT"-RtAL. PULLED NERTIGL 9A,H WIRE N
- F,`ipSCH40 ROOF GkAIN TO A DEPTH OF 36" BELOW FIN SHEO GRADE 11 I WIN 4'-Q' BURIED
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