HomeMy WebLinkAbout0236 PINE RIDGE ROAD - Health �,�"nrkli�+ 3"�u-� err +fy,q Ah
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No. R014 —3'9 3 Fee `50
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: f--
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
aipu ration for misposar 6pstem con7Compite
Lion Permit
Application for a Permit to Construct(�epair( ) Upgrade( ) Abandon( ) e System ❑Individual Components
Location Address or Lot No. a 3 �^� ��. Owner's Name,Address,Address,and Tel.No.l
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. signer's Name,Address and Tel No.
�pQ-V,2 g—q 3 on -v0;,U C;-1 .
>9 A 3 /ham ,a;;e >
Type of Building: y�
Dwelling No.of Bedrooms ry`--� Lot Size 13 D 7 9 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 44 D gpd Design flow provided S� gpd
Plan Date 7//�/Ll Number of sheets l Revision Date
Title
Size of Septic Tank J7�0 ,T,ype of
S.A..S. � (p l9• L �s
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afor.9 described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Envy 1 Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Heal
igned ;' ' Date
Application Approved by t Date
Application Disapproved by I Date
for the following reasons
Permit No. 3 g —3 Date Issued AO/
4
No..YJ{49I4o 3 1 Fee /so c—
THE COMMONWEALTH O MASSACHUSETTS Entered in computer:.-
PUBL"IC HEALTH DIVISION - TOWN O BARNSTABLE, MASSACHUSETTS Yes
01pplication for Misposal 4 pstrm Construction Permit E
x 4
Application for a Permit to Construct(k) Repair( ) Upgrade( )',.Abandon( ) 0 Complete System ❑Individual Components
Location Address or Lot No. { Owner's Name,Address,and Tel.No./fir-w.r
l
Assessor'sMap/Parcel (/�Gj — ���� " (�1L
Installer's Name,Address,and Tel.No. A,d, igner's Name,Address and Tel No.
�—y 3 oc�
Type of Building:
1 Dwelling No.of Bedrooms Lot Size y� 0 '� s .ft. Garbage Grinde
r
( )
Other Type of Building /�e.e'2 _ No.of Persons - Showers( ) Cafeteria( ) {
Other Fixtures
Design Flow(min.required) �� gpd Design flow provided 5� 5.� gpd
Plan Date %11-9Ll G _,Number of sheets / Revision Date
i
Title
Size of Septic Tank l s�0 Type of S.A.S. SOS
p
Descri ton of Soil
Nature of Repairs or Alterations(Answer when applicable)
1
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 Heal '.
,—,Signed %, ' Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. r� �lo ' g 3 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( )
Abandoned( )by
at 3 G G ��u r.c.7_— has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. '�' dated
Installer /69"a",a Designer 4ts c.�--*� CA74&=
#bedrooms Approved design/ flow A 5 4 gpd
The issuance of this pe it'shall not be construed as a guarantee that the system will function as
de§igned.
Date + �/ Inspector
------------------------------------------------------------•--------------------------------------------------------------------------
No. aD/6— 3g3 Fee •/50
THE COMMONWEALTH OF MASSACHUSETTS
k PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
0sposal 6pstem Construction J)Prmit
Permission is hereby granted to Construct(� Repai ( ) Upgrade( ) Abandon( )
System located at oC 3 G 1-2 ti C;4�
F
i
i
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:Construction must be completed within three years of the date of this permit.
Date_����// Approved by
r
401
No Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4plicatlon for Misposal *pstrm Construction Vermit
Application for a Permit to Construct(K Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. MC Ar-.-- Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel _ ✓ �`�ewr� i
d
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
i
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building Ut w k No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) L140 gpd Design flow provided � i� gpd
Plan Date l P Number of sheets Revision Date
Title
Size of Septic Tank i -o0 Type of S.A.S.
Description of Soil ®-- Fes- 2(4.,
Nature of Repairs or Alterations(Answer when applicable)
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 E onmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board f H
Si d Date O Z� to
Application Approved by Date v
Application Disapproved by Date
for the following reasons
Permit No.�0�(p Date Issued .._
_______-______------------------------------------________-_______—_�_�____--------- _ _-------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(7�) Repaired( ) Upgraded( )
Abandoned( )by
at has been constructed in accordance
with the provisions of Title 5 and the fo //__ /�6
isposal System Construction Permit N U � dated L( �S
Installer J o Designer w**%
#bedrooms Approved design flow 0 gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
---------------------------------------------------------------------------------------
I �
0—�,/ - Fee
' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OFBARNSTABLE, MASSACHUSETTS Yes
Zipplication for ]Disposal * stem Construction Vermit
i
Application for a Permit to Construct(14 Repair( ) Upgf'aade( Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 2,3(@ d �. ; O ner's Name,Address,and Tel.No.
Assessor's Map/Parcel Map � � d 1 9f`nY`�
9 �13 l I 1 - �h�p-� r/r ►
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J
cwr z:x ro v U-`h r" D�wtn C' -ee+ t. r; 1
Type of Building: !
Dwelling No.of Bedrooms Lot Size j 0-7g sq.ft. Garbage Grinder( )
4 Other Type of Building yr tl v -A, No.of Persons Showers( ) Cafeteria( )
Other Fixtures .'\\
Design Flow(min.required) pp "" V gpd Design flow provided�'�'�� gpd
Plan Date ( �p Number of sheets Revision Date
Title
Size of Septic Tank y - Type of S.A.S.
►
Description of Soil C- 12 A f> r �C. -�^-'`� t t 2 y
Nature of Repairs or Alterations(Answer when applicable)
a
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 Er '.ronmental Code and not to place the system in operation until a Certificate of j
Compliance has been issued by this Board 111
a .
Sig!ed `` Date 012 i (P /
Application Approved by ' Date
Application Disapproved by Date
for the following reasons
2
Permit No. � C ^ 3 � Date Issued 1S5
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO C�EERTIFY,that the On-site Sewage Disposal system Constructed 00/6 Repaired( ) Upgraded( )
Abandoned( )by
ato` ; f ;"� t .ii� { ,� t a i ; has been constructed in accordance
r /with the provisions of Title 5 and the for Disposal System Construction Permit No 4C41 dated
Installer _)a,j C@ U t Li^ Designer s ^ Ca ae r r\ i v`t P r r- 9
#bedrooms / Approved design fl j gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as�designed.
Date lt< Inspector'!
--------------------------a---------------------------------------------------------------------------------------------------------------
No. J c". 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Nsposal 6pstem Construction VPrmit
Permission is hereby granted to Co struct( Repair( ) Upgrade( ) Abandon( )
System located at 2 '>�P 1"`Q Q t,O
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:Construction m st be corq eted within three ears of the date of this ermit
jj Y p �----
Date � b Approved by
r r
Town of Barnstable
EVE 1 Regulatory Services
Thomas F. Geiler,Director
sna16 9. .E � Public Health Division
Arm nnc�" Thomas McKean,Director
200 Main Street,Hyannis,AIA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Fortin
Date:
10117114 Sewage Permit# �6 '.3� Assessor's Map�Parccl.�/ `�
Designer: �IdWN 2 rt a m Installer: PGLo/y✓e L'a.✓Q O>r\.
Address: A_S& Address:
My VA-. .fkt.
On was issued a permit to install a
(date) (installer)
septic system at . - 'A JL R-i Le based on a design drawn by
00 (addr s)
0 dated
esigner)
ZI 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.
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
certifie It by designer to follow.
tt1 OF tygsSq
C
DANIELA. yG�
o QJALA
staller' 'gnature) " CIVIL Cn
No.46502.
SS/ ECG
oNAL
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH flDIVISION. CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL; BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC BEALTH IDIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
Town of Barnstable �# � � /S o
�aey nyirop�menQgf Health n Etimen.tal?Seiw'lces_
✓'' ' Pwblic�Hrei lath D><o�ais�PU° . Date:
367 Main`Street,I-Iyaanis MAr026
Date Scheduled' Time
- Fee Pd. a�
rgta {y
Sall ��abila Assess :ento f®r �5e e Disposal
1
Performed By: ��(� Witnessed By:
t•+,-
L. ; . :. .. ...................
.................... ... :::::.t�:.::::>;:•::•>::...t..;:..:.:... .: Owner's Name
Location Address 25/������,pI� D „Q,j� � SCQ L"'� -
G Ok t l� J�"'� .Address, t Ie
Dd'E OA`3 Engineer,$2Name Q�,1
Assessor'sMap/Parcei: ��� / 64Y2
NEWCONSTRU6T6N'4L REPAIR Telephone IF � DQ Sid,
Land Use ���, . lopes CA) Surface Stones
Distances from: Open Water Body a II Possible Wet Area Drinking Water Well Cam- ft -
Drainage Way ft Property Line '-ft Other ft
SKETCH (Street name,dimensions of tot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
ox
_...
;6.
a>e '
�P
t� Depth to Bedrock
Parent material(geologic) �/
Depth to Groundwater: Standing Water.In Hole: IVC_ Weeping.from Pit]Face r
Estimated Seasonal High Groundwater.
Method Used: in. Depth.to soil=mottles: in.
Depth Observed standing in abs.hole: in. Groundwater Adjustment ft
Depth to weeping from side of obs.hole:
Index Well# _ •Reading Date:,_,_ _ Index Well level Adj:+factor '= Adj.Groundwater Level
...................... :::::::::::::::: {;�::•:y:y:,;.;;.;:,::::�:.:::;:::�:,y'::.::::,;'::::.:::::3: •.'r:::;:::::t::'::::;;%::<...",.m••aa:;ox r...,.;i:'i:::•,ti
Observation .+� Time.at:9,", _ ,
Hole#'. ; . s .
(� t �a
Depth of Pere Time WV:'
—�.�--
Start Pre-soak Time® ie Time,(9"-6")
End Pre-soak
Rate Min./Inch /�IM+,g t
Site•'Suitability Assessment-. Site'Passed --.Site Failed-.a Additioimai�T;stig9Needed,(Y/N) +
"Back
awl
Original: Public Health Division Observation Hole data ®Ifl, ,I
Copy: Applicant a /�d vj -
/I/�L` �ygly� V
- ......:�::........:'::::::.: ::•':;:::.,::.:>:::>:,::ail:G::7S:: ..:....,.,..,;,.;'^:«Simi''>;�?i>:'•'S :i2:fli:iii:iii> i!i`
De m th from Soil Horizon SoilaTexdure txFSoilColor' t Soil Other
Surface (USDA). (Munsell) Mottling (Structure,Stones,Boulderes.
e °
V �6
.................::::::::::::::::.::viii::•i?iiiiiii;w.�::}:::i ti:::"::::isi:t.;'�:'<::::v:j1::}:::::::iii::i:::::>i:::::i:::i:::}:::i:::;:
..................:::::::::::.:�::.�:::.�::.;:.,y:.;v.;.:::::.:..{'.{..........:. .:...i:::ii::iii::•iii:�:hi:i::iiii :.. ....:' :::$is4`:'�iiiii}i:::i::ii:•iiiiiiii:iiiiii:::?ii:�`:<::
.......:..:.:::.�::.::.�::.::::<•>'.:::::.:.•'i(.;.:,....:.' :::: .: '.: i .:� :'.:.':.iiiiiiii:'i;•i:�i:•::.iii; . .:•iiii:"Uilriiti•ii:ti•i.i:i•ii}i::•::....is iI.......
EX.»:>::<<<:»> >:i �{' r .:;:;;;::;;:::;;:;;;:::;:; ;::::.....::...;:::. .. Other
l)'eptli From Soil horizon' Soil Texture Soil Color Sol
^Surface(in.)} (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Lip
:..:::::.::::::::::a•:r:>:•::•;r::.:.::::"::;:::>`: 5i:::?:.::3.`•#i2c:ii$>ai:i3itii:i: i:ii3 ii:#ii
:...... .:.....:
fret
D'epLh from Soil Horizon Soil Texture Soil Color Sol
Surface(in.) (USDA) (Munsell) RRbttling (Structure;Stones,Boulderes.
onsistprigy,%Gravel)
q16
Depth from Soil Horizon Soil Texture Soil Color Soil
tier
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
onsi en °°Gravel)
l�
a
--------------------
)Fl®'nd l<ns'ir�atn'ce�Rat�e'�10'R&
im Above 500 year floods�boundary. .No'_ Yes
Wilhin500•.year•'boundary No Yes
iihii,.100,year fla—oliggundacy',Not. r +Y
IDJ�pth of Katurally®ccurrinu Pervious Material
Does at least four feet of naWrally occurring pervioursMr te rial exist in all areas observed throughout the
Area proposed for the soil absorption system? _
lf:not,what.is the depth of naturally occurring pervious material?
-Certification
IZertify that on (d-ate)I hive passed the soil evaluator examination approved by the
D'epartment-t f•Enviro--. talf'P dtection_and.that'•the•-above analysis was:per.'formed bytme.consistent.w:ith
,tfte required training,expertise and,experience described in 310 CMR 15.017.
Signature r �` Date
TOWN OF BARNSTABLE`
LOCATION R 3 tp SEWAGE# ;?Of G
VILLAGE Cam. .t ASSESSOR'S MAP&PARCEL .3
INSTALLER'S NAME&PHONE NO. /0,p.L .`
SEPTIC TANK CAPACITY 15 D
LEACHING FACILITY:(type) 5004..X .,r_ (size)
NO.OF BEDROOMS- 4
OWNER
PERMIT DATE: D 2 S� �,f9 COMPLIANCE DATE: 2 I
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY �
ck0�.�005e
f
U
A i - 46*6 6_ 3 _ .27. G
�� ►..... 3�d� �Z C- 3- 3
;?,$ .3 C` Y- 3 G. 02
:1
A B
` S1 51
74'-011 N
241_6" z 0
15'-411 14'-2 3/8" 7'-7 7/8 7'-7 7/8" 4'-7 7/811 8'-0" 16'-6" W
j 2-5 Lill
_ _ a
f TW
�i,� i�•� 24' .. 2 6' 30 I 'x 3'
gg b i3 �$' CIRCULAR BATH # V 4y
F J O TILE - w
BEDROOM #4
IIIIHIIIIN
-------- I ••
OAK MASTER BEDROOM I DINING Z
oAK I ]�
o s VAULTED CEILING OAK
I 10'-6' ® FLAT ---------------------------
III
lll
12'-0' CATHEDRAL CEILING 0
0to
~ 4+
o -
I I BUILT IN GREAT ROOM
T �n CAB'S W/ -
t� 71 SHELVES ABOVE •• -
OAK
r- 2
e I ------------- ----------- I DN. LITE Z
O I I - ,�I
TW 2442 MASATNR 6 26 �---J - '`� O
3o 1/8'x53' TI -12'- ° 10'-4" -3' 8" I 6'-4n 3'-8 1/2" I'-4" '16'-3 3/4" a
14" 14" lk
j IL
TV O
� 66' A .F. (2) 14' L_VL_ i PULL
PL r---� --- BEAM ABOVE ----- i DOWN
so
j L El
D. _ 2S2 2$ FIRE
TA
2.4 GIR _U OM CL.� C
cv 24 5/ 'x24 5/8' T RAISED CEILING 2h to- co - -
GARAGE TW 24410 0
C 12 5 BATH #2
24 5 'x24 5/8' TILE 2� GONRETE SLAB 30 I/8'x60 7/8' - `r
q5' 51 HGH7 ..- HA 5Q 2� - PITCH TOWARD DOORS cv
LINEN N OAK -
A A �1
c4 4'-3 3/4" 3'-8 1/4° SQ
26
ju
CL
6 - Q j 8'-4 1/2' ((� t3 L
3'-II 1/2" 3' 8" 5 j FLAT CEILING I 111 fa
FOYER KITCHEN �oo- w — � Z
TW 24410 14'-3 3/4" III'-4 1/2°I OAK OAK I K SEE NARROW WALL W Q
1 \r
VAULTED CEILING II U DETAIL
30 I/81x60 7/8' 10'-6' F FLAT . I �r ~ ~ J
10'-6 CA�HEDRAL OEILING ® TRAN50M ABOVE TRANSOM ABOVE O m Q �-
BEDROOM #2 m N BEDROOMa #1 REF. w 7'-0'xq'-O' O.H. DOOR 7'-O'xq'-O' o.H. DOOR n U
{1} 4 rlCoc-
� ————— OAK————— OAK T o CONCRETE APRON3Qr—LITE
17/8" LV I HDR , f
(Y (V 1 N
Omos FIRST F =O 1'O-OR°
PLAN
SNEET
$ SCALE: 1/4"oN
A3
r ''' I
7'-011 LL�i T-On 6'-0" 4 �% 6'-01, 21-211 9'-2° u 5'-8" 2'-3" 9'-O" '-611 q'-O" 2'-311
8'-0" 14'10" 12'-O" I6'-O" 24'-O" JOB: 1616
DRAWN BY: KW
II DATE: 9/8/16
1
0
74'-0" � u
N
4q'-6" 24'-6°
z 00
.7777::77. •:.. ......
.... W
I
` Jmono
nl
I
C
z �
I •:
--- ----------- ------------ ---------------------- _
I
--------I
r— ----- ------------- —x 7r9�CONG. WALL I W
BM PKT BM PKT VERTICAL REBAR ub i 38" BM PKT BM PKT I
12 BI ELOWTAT.O.WW.AAND 1 I I WM 0
AT THIRD POINTS IIIm
I 16'x10' CONTINUOUS FOOTING TYT. �j I 0
7'-B° 14'-0' O 14'-0" r 13'-7" 23'-5"
!ram
2xI0's I I BM PKT >:: I W a
I —DRO�—T----
SLAB
94A I 2$ I I I 1 1 I I 1 1 a
I
I 2x10'e o I 2x10'e I o 2xlo'e 0 I I T DROP WALL UNDER I O
I ! I I v I m
l i i i i/�
i 161O.G. r` 16'O.C. r` 16'O.G. I I W In
I I r q1-8" 131_Bn I I O
0
OI � I BM PKT I ' O
I - 4F7,
8'x 7'-q' GONG. WALL /�L------- POINT I16'xl0' CONTINUOUS FOOTING TYP. QLOADI I GARAGE I
4' CONRETE SLAB 8'x 46' CONC. WALL�
I r PITCH TOWARD DOORS
I6 x10 CONTINUOUS FOOTING TYP.
I 'v
C-1 :.
I
NOTE: I
I
5/8" ANCHOR BOLTS
FULL $ASEI TENT I o I EMBEDDED 7' I
3 I/2' CONCRETE SLAB I `:" SPACED 32" O.C.
I - I `:
o I 1 VAPOR RETARDER _6 I 112" FROM CORNER5 I V
. E I - I j Sm II :.:'..•.IL.: DROP WALL UNDER WASHER5 3x3xl/4"
S R 0 DOORS TP. IIi .:'° IIII
dz� DETAIL Lu
Lu
SNARROW WALL clW
3-2x10 GIRDER ————————————————————- w
0Q Z3 1/2" DIA. STEEL COLUMN
�30'x30'zl2' CONCRETE PAD TYP. -------- ------------ Q
8'x 7'-q' CONC. WALL F J
16NIO' CONTINUOUS FOOTING P. 1 L5M PKT I O mQL BEAM POCKET —-� -- I— ———
o ———————————--o —-, L— _J r——— '-.. ——————————— o
wI ...'. -------- I MASONRY a
------------- STEP
2'-0" q'-6" I'- ' q'-6" 2'-0" SHEET
14'-0" 12'-0" 16'-0"
► A,4
FOUNDATION PLAN
SCALE: 1/4" = 1'-O" I JOB: 1616
DRAWN BY: KW
DATE: q/B/I6
E G E N D SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 Schoo/
99 - EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE St.
2 PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED
X 99 EXIST. SPOT ELEV. TO L .
PROPSOED 4 BEDROOM DWELLING P FOUND. E 395\ FILTER FABRIC OVER STONE oc
38.0' MINIMUM .75' of COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 38.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
-[99]- PROPOSED CONTOUR DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
198.41 PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW ;: PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-jQ She//RISERS (TYP.) " PRECAST RISERS err �f
2'0 4 44SCH40 PVC MORTAR ALL se
TH1 H-10 o es �, Or
,• 6" MIN. SUMP PIPES LEVEL 1ST 2' 4 COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. o S
SEPTIC TANK: 440 GPD (2) = 880 ENDs IN EL. 34.98 4'
TEST HOLE .- 12" MIN. INT. DIM. (NP) Hu// c
SIDES 35.8' o-
SLOPE OF GROUND USE A 1500 GAL. SEPTIC TANK *36.3 to' 14" y Po o a�g 2 ,....•.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ul Pine Ri a
on 9e c,
°°°°°°°° 310 CMR 15.000 (TITLE 5.)
,:: lsoo cAL H-10 35.67' ' °
35.92' TEE TEE ®�®® ®®®® ®®®® _�1®®® o 0 0 0
SEPTIC TANK ®�®®�®®®®®® ®®®®®®®®®®® o°o°o°o°
�o UTILITY POLE LEACHING: ACME OR EQUAL °°�°�°o°�°�° FORELEVELNESSOX o >o°000000 0 °o°o°°°°
®®®®®®®®®®® ®E ®= ®®®®®® 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Locus
GAS BAFFLE .�' o 0 0 0 0 0, o 0 0 0 �[ 0 0 o 0
�_o�ono,o o_ �i ;"0000000 ®®®�®®®®®®® ®®®�L�J®®®®®® :°o°00000 BE USED FOR LOT LINE STAKING OR ANY OTHER
FIRE HYDRANT SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD 35.25' 35.08' °°°°°°°°
?:a:. °o°o°°°° °°°°°°°° 32.98' PURPOSE.
•� j' ;o ••..••.,o • 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 33.5 x 12.83 (.74) = 318 GPD °n°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°��
0 0�°0„°0.0_°+.°n_°o.°o °o °o °o °o °o �. 7Tn_r°._.° °O_°o.°o °o ° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
°O° ° ° ° ° ° ° ° ° ° °• 3/4"-1-1./2" DOUBLE WASHED STONE 4' MIN.
TOTAL: 615 S.F. 455 GPD ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 9.WI COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WI Nantucket
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND -3n
*THE INSTALLER SHALL VERIFY THE USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
COMPACTION. (15.221 [2]) 00 PERMISSION OBTAINED FROM BOARD OF HEALTH. Sound
tO 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCATIONS OF ALL UTILITIES AND ALL WITH 4' STONE ALL AROUND
DIGSAFE (1-888-344-7233) AND VERIFYING THE
BUILDING SEWER OUTLETS AND LOCATION of ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP
ELEVATIONS PRIOR TO INSTALLING ANY PRIOR TO COMMENCEMENT of WORK.
PORTION OF SEPTIC SYSTEM ( 2'5% SLOPE) ( 1 V. SLOPE) ( 1 % SLOPE) 2s.5' BOTTOM THE 3 SCALE 1"=2000't
NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
MA ' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 19 PARCEL 4-3
APPROVED DATE BOARD OF HEALTH FOUNDATION- 15' SEPTIC TANK 42 D' BOX 12' FACILITY LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE X
N (AREA SHOWN OF MINIMAL
MCOMMUNITYFLOOD
PANEL HAZARD)
501 CO752J
DATED 7/16/2014
° ZONING SUMMARY
\ ZONING DISTRICT: RF DISTRICT
'E 0 MIN. LOT SIZE 87,120 S.F.
1 o MIN. LOT FRONTAGE 150'
20 IN 1 \ �� Q MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
f� TEST HOLE LOGS MIN. REAR SETBACK 15'�
22 23 N/ 30 �� a MAX. BUILDING HEIGHT 30
ENGINEER: CRAIG J. FERRARI, SE #13871 SITE IS LOCATED WITHIN THE RESOURCE
2$ �� DAVID W. STANTON RS PROTECTION OVERLAY DISTRICT
/ o WITNESS:
U °p 0 SITE IS LOCATED WITHIN THE AQUIFER
DATE: 9/8/2016
PROTECTION OVERLAY 'DISTRICT
PERC. RATE _ < 2 MIN/INCH
I 15150 FOR POP O ESSESITE IS LOCATED T/ITHIN BAY THREE RINE BAYSARUSITYEDS
CLASS SOILS P# MARSH, AND CENTERVILLE RIVER
\ ��J ELEV. ELEV. ELEV. ELEV.
\ \ O" V 38' 0» 4 38' O» 4 38' O„ 4 38'
a O/E O/E O/E O/E
\ \ LS LS LS LS
LOT 81 10YR 6/2 10YR 6/2 10YR 6/2 10YR 6/2
\ q-8,078 SF 10" 12» 14» 12»
h
• '� B B 6 B
A
1 . 1 AC• °o. LS LS LS LS
24» 10YR 4/6 36, C6„ 10YR 4/6 35.9' 32„ 10YR 4/6 35.3'
10YR 4/6
a 36 35'\
3S \
6
[39] \ O C C C C
\ PERC PERC
\ MS MS MS MS
10YR 7/6 10YR 7/6 10YR 7/6 10YR 7/6
\ moos
120 28 120 28 138 26.5 138 26.5
O O \ 37 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
\ \ PATIO
O TH4 Z2.1 TITLL SITE PLAN
�aCID
PROPOSE \ 36
OF
DWELLING
TOF = 39.5 TH3 \
\ TH2 #236 PINE RIDGE ROAD
�9a TH1 COTUIT, MA
�b PREPARED FOR
\ / PROPOSED
PAVED DRIVE BAYSIDE BUILDING INC. /
\ �\A HENRY SCOTT
W
DATE: SEPTEMBER 19, 2016
36
Zg+p9'W 37 Scale: 1"= 20'
38 0 10 20 30 40 SO FEET
BENCHMARK:
CBDH ELEVATION off _
4541
=37.0 NAVD88 twa�Mass9c �jNUFMAs _s90 fax 508-362-9880
DANIELA. DANIEL tiG�� I downcape.com
o OJALA A.CIVIL OJALA down cape engineefing, MC.
�o o.46502 No.40980
Q �d� 80 civil engineers
0O/STe
/\ S ONAL E�Ga ��" �I� � -` land surveyors
" 939 Main Street ( R to 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
DCE # > 6-289
16-289