HomeMy WebLinkAbout0131 PINE RIDGE ROAD - Health (2) i 313 PINE RIDGE RD. , COTUIT
A = 018 030
i I
r
No. X9�- D Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
0(pprication for Mizponl *p5tem Construction Permit
Application for a Perrtut to Construct(�epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
x:. n
Location Address or Lot No. 01 171 we Flo 1-fQ {foal Owner's Nay,Address and T No.
Assessor'sMap/Parcel 18' 1+o1S 30,3�I'3Z 122• 161C, PrY Tv--Ee- Rod
Instal is Name,AdddMss,.aQdd Tel.No. Designer's,Name,Ad¢dress and Tel.No.
T L Poh e\-ft�
9
Type of Building:
DwellingNo.of Bedrooms Lot Size ' C s .ft. Garbage Grinder
9 g ( L-�'
Other Type of Building 030oS FYBVHe No.of Persons Showers(3) Cafeteria( )
Other Fixtures •
Design Flow 'Jo 5F o gallons per day. Calculated daily flow # Y& gallons.
Plan Date c - _ O® Number of sheets i Revision Date
Title
Size of Septic Tank Ea Type of S.A.S.
Description of Soil Wes 27
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 pri_,,
ons of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bssued t� t .
Sign d�� Date
Application Approved by Date ZZ
Application Disapproved for t e follo ing reasons
Permit No. to k2 Date Issued
Z
' No. tL ` Fee �Dd• �—
_ -_ V
< THE COMMONWA' QF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOW RNSTABLEs MASSACHUSETTS Yes
a
Application for �igpo�ar *pgtem� Cott�truction Permit
° ~
Application for a Permit.to Construct(V5 Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual,Components
Location Address or Lot No. t -J �`" iep Owner's NarD e,Address and Tel.No.
•�. t�-i v►e
sessor'sMap/Parcel I� I.o53b��11'32 �2� 4ev'1°tt-71't°e. RD,d �20-f'U/t
" / Uit Jr D Z 0_ 0 O
j Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:.
Dwelling No.of Bedrooms Lot Size " C sq.ft. Garbage Grinder( yr
Other Type of Building wog•FYaV"& No. of Persons A Showers( 3) Cafeteria( )
Other Fixtures • t
4 k sign Flow gallons per day. Calculated daily flow y b gallons.
Plan Date,) 2�= ,q- A o 0 o Number of sheets Revision Date
Title
Size of Septic Tank? Type of S.A.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 afore described on-site sewage disposal system
in accordance with the provi ions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bee issued//by ris-B a ••d-of 'th.
Signed e Date
Application Approved by 4 f - Date -:3
Application Disapproved for Re folio ng reasons
s
Permit No. gyp ? ' 1042 �' Date Issued
—————
J �s1--11--NE COMMONWEALTH-OF MASSACHUSETTS'
BARNSTABLE, MASSACHUSETTS
Certificate of tompriance
THIS IS CER ;tha t e(,site Sewage Disposal System,Constructed( )Repaired( )Upgraded( )
Abandoned( )by
at J l+ has been constructed in accordance
with the4grov}}`stt ns_o Tj,i�#� �5 and for Disposal System Construction Permit No.:JP�- /n b 'dated :?
Installer ./�1� 1. ..�L[�`- ' Designer ��
The issuance of1erm _steal not lie construed-as a guarantee that the s ill�functpnydesiDate . {1`a `-!-- x Inspector s
No. 1 t. Fee
-.- THE COMMONWEALTH,OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLES MASSACHUSETTS -
]0igo0a1 *potem, Construction Permit
Permission is hereby granted to Co struct O Repair( )Upgrade( )Abandon( )
System located at +.::�)
U ,
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 thi t.
Date: Approved ' c.� � L / ,-�te� ` , .
' ems:.•.-. .:....-. ...:,:.. .
..e
'r a•`
TOWN OF BARNSTABLE
LOCATION N he. SEWAGE # a6Oa-106
i VILLAGE-Cm-r.t 1� r ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. i/C� Q.� a2�- G
SEPTIC,TANK CAPACITY 5-Co _..
LEACHING FACILITY: (type) (size)
NO. OF BEDROOMS
j
BUILDER OR OWNER (/ , (T
j PERMITDATE: COMPLIANCE DATE: . Ir`
Separation Distance Between the:
Maximum w iFacilityI
'Feet
Ad'u ted Groundwater r Table t the Bottom f Leaching s e beo e o 0
J g
Private Water Supply Well and Leaching Faci
lity (If any wells east
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leachinngf ci ' ) Feet
Furnished by
-
fi f
i
spa '
WV bL
... —
o. G� �� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ppfication for Mi.5pogal *pztem Construction Vermit
Application for a Permit to Construct(1/�epair(. )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address,or Lot No. ��% ���e ��, q �� � Owner's Name,Address and Tel.No. mD���
D !ar O 3 j i'/0 ��r�/d%e�
Assessor's Map/Parcel , �•�tCQ� �. �J /?,�_ ��0-07 D
Installer's e, ddress,and Tel.No. Designer's Name,Address and Tel.No. �'
xc�/' "i�� T .i7oH�R-Fy E NG r N E E9 NG
-5-0 F.- 9 9.5- fir/93 ,3-0 8'- 8L/,O?- 40 7 6
Type of Building:
Dwelling No.of Bedrooms Lot Size O sq.ft. Garbage Grinder(y)
Other ;Type of Building, rR -S - No.of Persons c Showers(3 ) Cafeteria( )
Other Fixtures'
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date FE 13 0 Number of sheets Revision Date
Title JI:SPoSHI. ESIGN R70a1 Mmse ' 13/ Me Kidjt EejWWui
Size of Septic Tank ISe>D 1 - Type of S.A.S.
Description of Soil —aP 5,I f �'��3 t 1 y:S�N aC. )77,e d 1 o", 01)U r rQ Sa,4C(, F hP
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 Environmental Code and�not�then operation until a Certifi-
cate of Compliance has been issued by this Board o ealth.
Signed -- --Date._ 6 12 •D 0- .:
Application Approved by, _ Date
Application Disapproved for.the following reasons "
;3
Permit No. GAY Q Date Issued
----------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE; MASSACHUSETTS
,S v
Certificate of (Compliance
THIS IS TO CER f.wage Disposal System Constructed( )Repaired ( ) Upgraded( )
Abandoned( )bV��j
at e- has been constructed in accordance
with the provi '` e for Dis sal System Construction Permit A �rsdated ` "`� 0
Installer i,el.�t� Designer
The issuanc�pf this permit shall-not be construed as a guarantee that the syst 11 function as des' ed.-
Date ��" ''� � Inspector
�tr. � �' .J ----------------------- ----
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARN STABLE., MASSACHUSETTS
Migoar 6p.5tem Construction permit
Permission is hereby granted to Cons law) )Rep )Upgrade( an on( ..
System located at 4� <-
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 W,t be completed within three years of the date of this t.
Date: " ` Approved b
PP Y
Lama-am Referances:
SEPT I PLOT PLAN A.Barnstable County Registry of Deus
o 0, 10, ze o �,� (1)No.27621 Recorded 09/21/78
1, 41 _ ' Book 2787 Pages 090&091
MAIN ST N Scale. g 4O (2) No. 1. Recorded 08/21/74
book 2086 Pagge 209
PROFILE OF PROPOSED SEPTIC SYSTEM (3) No.35961 Recorded 11/27/13 ti
J z
Book 1911 Pages 016
MOTTO SCALE -------- -- OAK STREET ' B.Town of Barnstable Assessors Map 018 't
--ND
� 1O�W ----
40'
w / C Town of Bamstr5ble Health DepDepartmentDepartmentnt
✓, LP NNY y — —
AHSN R kD 4V
(GO v uu SS pp pp
-- z I NS TA L, N 16E'ROFAN%CI VE BADE �. Perc#-9679
-- CC TT pp EE LL CC Zone RF—1
�� TSMHAVEEA SOIL
ODE!?UN�TSREAj, Z p�
�l Setback Requirements:
FG _ 24.0 w
Top of Foundation E1-=25.5 - `� o Front 301
n�c 15.0 r!6 /`4" PVC a+ . 2 T/FT 4" PVC e .02 FT/FT �. Side 15' Protect Title:
4"PVC u .04 FT/FT /
/ 6 CULTEC 330
Rear 15"
r Septic Tank 90RECNARGER CRA+AB€! o
24.0o 1.500 cot. 23.25 23.05' 22.6 ��g,
23.8/
SOILS `\TITLE �AS REOR/ c Site Plan g'
REMOVE UNSOIIABLE MATERIAL II' ti Survey Data &
-p/ /�n p� �A AA c
ENCOUNILREU BLNEATH PRO POSED SYSTEM CROSS-SECflON OF CHAMBER i Subsurface ✓ OSal
FILL W/ CLEAN GRANULAR MATERIAL GRADED
AS FOLLOWS: NMT 151 RETAINED ON 114 NOT TOSr1Ir g-�
SIEVE. NMI 901 RETAINED ON 050 SIEVE.
OF IRACILON PASSING M41 10% OR LESS IO FINISHED GRADE Design
PASS o100 SIEVE d 5% OR LESS TO PASS < 444AAVAK Specifications
u200 SIEVE. SOIL 10 BE APPROVED BY z -
ENGINEER I OR COMPLIANCE PRIOR 2" COMPACTED FILL S' MAx NAr 8[ ILPI At[0 T/ INSIIk MAiEAIAI x C
-- LJ
LEJ /-�
AS10NE -- �" -nc
r m z
- - 1 ' 1 Ln Ln 131 Piave ddge Road
REMOVE ANY UNSUITABLE 30.5" - DOUBST0NIASHED `n ^ / `\ ` �� / I
MATERIAL TO INSURE THE 24 L I
SIDE WALL AREA OF SYSTEM CULTEC 330 #' I "r _
IS IN CLEAN MEDIUM SAND zr"' ( ' \ - - —�^� ""+ . >> -- - --_ LU Y
PER 310 CMR 15.201 - 15.293 Cotuat
x A
11
�! 5' Massachusetts
._ aSS �
( ,rrr,1t2 NO TES ` x �
1. Property Lines Shorn Hereon Represent An Actual Ground ',urvey DESIGN t a�, rA , / F t l
Z. toter Supply for This Lot Is Municipal toter Z
SINGLE FAMILY - e BEDROOM X
3. flevotions Are Based on N.G.Y.D. W/ GARBAGE GRINDER I ; - -J w 4
f. This lot 15 Not located In A f.E.N.A. flood lone. DAILY FLOW: 4 x 110 GPD = 440 GPD X i ROOF TOP o
SEPTIC TANK = 411 x 200% = 880 GPD i ( �E\ , , , I PREPARED fQ4t
5. This lot is Not Located In A Torn Of USE 1500 GALLON - 2 COMPARTMENT SEPTIC TANK 1 z .\*\ L V. = 6 4 'r 1 '
But Zone Of Contribution. #1: 880 GALLON MIN - n2: 440 GALLON MIN ( ( ; �..,...",1 y(7 X '
USE 8 CULTEC RECHARGER 330 CHAMBERS W/ 4' STONE + r N 1 �Mr.&M.,S.David MorSe
6. For All Aspects Of The Septic System The i �T '1
Gontractor Sholl Comply Nith ILL PIPES TO BE SCHEDULE 40 PVC PERFDRAIED ■,
CAPPED ENDS ( �1' ? IN+
All Governing Codes And Regulations: in + ; 2E
USE 1 - 4' DISTRIBUTION LINIT
IN B RECHARGER UNITS Y + !
Particular 310 CNR IS.ODD file State IN A 12' x 53' WASHED STONE FIELD AS SHOWN I ' I
tnvironmental Code Title 5. Torn Of Barnstable ; b�
Board Of Health Regulations Part Y111: APPLICATION AREA REQUIRED: ' i T.L.DOHERTY ENGNEERING
On-Site Sewage disposal Regulations. 440 GPD - 0.74 GPD/SF = 595 SF - 50% = 892 SF
7. All Structures She Have Risers r/ avers 10 within 6
SIDEWALL AREA 65' x 2' x 2 - 260 SF ! I , I 10�_ ` l ASSOCIATES
ll c ' x
BOTTOM AREA 53' x 12' = 636 SF
of the surface A Comply Yith 9-10 Loading - N-20 under -OTAL AREA = 896 SF I T EN
drives or travelrays. x I 1 ' CONSULTING ENGINEERING
RATE GREATER THAN/- 2 MIN/ INCH !!! ( i -- 1 \/
B. Ina Contractor is Required to Secure Appropriate SOIL CLASS t f 2 4.0` I
Permits From Torn Departments for Const'r Defined By /'\
This Plan. ( 3b l 1
Y. The Contractor Is Responsible for location Of All i E-
underground Utilities 6 Notification Of Dig-Safe. ; , W
C
VE Ay Cr
PROP, ,T v' �
X ' . -�� �h
i 1 Test Pit Data
SPEC NOTES: ,, -- _- _ -J
1. � � 115 /nslcot., � tnalontw J
` .n _� rai - crov.O�aNr wtt(�1) ��ni{ i 3 I. TWO COMPARTMENT SEPTIC LANK REOU INES 1W0 WEEKS LEAD FL'✓. 6.� W 270' _ 100`�; QL�9 P 9679 I] �A7a
TIME TO OADEA FROM SUPPLIER 1J �J �j
1 f' W—E 1.-25
2. THE FIRST COMPARTMENT DF THE SEPTIC TANK SHALL BE MCA E4°°�" 24.1'
SIZED FOR A MINIMUM HYDRAULIC DETENTION TIME OF 48 'a [ p11 Pit No.
C n rest By BRIAN CELIA
HOURS BASED ON
THE DESIGN FLOW THE SECOND HYDRAULIC EDK>�4
DETENTION TIME OF 24 HOURS BASSO ON THE DESIGN FLOW IN 1 sod :1.4 Test Date rapioa
'T,H OF&A '�''�^-� 1>. t� Z Mt trwss DONNA MI ORAN I i
ACCORDANCE WITH 310 CMR 15.224: MULTIPLE COMPARTMENT <`2 min/inc
TANKS. fWO TANKS !N SERIES MAY BE SUBSTITUTED SUCH THAT � taw Pw'c Rote __
a .L i fY ''+ w slue 1►.2 Drawing Title
THE ANSI TANK IS 1500 GALLONS AND THE SECOND TANK IS ya
1000 GALLONS AS PER 310 CMR 15.225 aT TH w t
p �,, O Fin.500 It wo.wtr PROPOSED PLOT PLAN
1 EL I 1 I ni
�- , p'an0 E1.-13
EXISTING SPOT ELEV. 25X7 /t O rm.on --
^ � �.�� ! n'_ �s /, 2..5_ Pit No, _ APPROVED:/�—
���rjy� �, Test By. BF: AN CELIA
EXISTING CONTOUR —- - — h zS�tlkAtE `dw I ® �so�w rest Date zro"00
`\ — T7' wi t/x9>s 7N-A-_M. ORA D r
SET BACK DISTANCE - - - - - - 26'�Y Perc Rc•<=7!�2 min/ircri
` � :
sv,r,
o
TEST HOLE ®TN I I I te:FEBRUARY 4. 2000 Dwa Na:
Fln.s.F.a "Field.ld' T.L..-D —�
\( L _ e 1
' r;c
[NE Rl� ROAD
" ' Desi�9n: TT.L.D.
Check J.P.N
fowl D�
. t l
D : T.L. ggg
---- - -- 'V0 No: 64-f I Sheet of J'
°9
{ DCuS Referonces :
COTUIT
TO TO
MASNPE HYANNIS PROPOSED PLOT PLAN
PU ► N M RD . A -�- DTD FEBRUARY 4° 2000
MAIN ST
� v _
SEPTIC PLAN
&
z OAK STREET _ OAK STREET REFERENCED T .
c INE
� RIDG aX
40 `
� Ut 270 40 N RO I MAD DRO � I _ E 0 � E P T T C S Y �
RUSHY MARSH NOT TO SCALE !one RF — 1
z �e tbock Requirements :
� w
Top Of Foundation E l . =25. 5 o Front 301
F G = 25 . 0 0 4 "` P vc @ . 02 F TiF T 4 P VC Ca . 02 F T/F T EG 24 . �r Side 15 Project Title :
_ = �
FILTER
4 ,, Pvc @ . 04 FTiFT FABRIC --� i f Rear 5
Sept i c Tonk
2 2
-
_L
Bo O
24. 00 11500 Go I . 23 . 25 " O
23 . 05 22 . 8 '
23 . 8t=
23 ' 6 Leach Areo 191 x 36 `
Site Flan
158
FOUNDATION TO TANK ,, w Survey Data
w
5 2 `.
FILTER TANK TO DB
Subsurface Disposal
FABRIC OPROF I L E F LEACH BED DESIGN CAL CUL AT I ONS ,��
� � _ _ \
-- _ _ _ Specifications
SINGLE FAMILY - 4 BEDROOM —�— 5
W / GARBAGE GRINDER 2 co
0 5
q
DAILY FLOW : 4 x 110 GPD = 440 GPD -
Road
SEPTIC TANK 440 x 200 % - 880 GPD � , 131 � Rid �
USE 1500 GALLON 2 COMPARTMENT SEPTIC TANK 5 22 Cotui
# 1 . 880 GALLON MIN #2 . 440 GALLON MIN - �.
t
' SUBSURFACE ABSORBT I ON oI 5 / 2 " Massachusetts
USE 19 by 36 SUBSU Test Pit Data o ; ' . '
FIELD W / 6 TO 8 " DOUBLE WASHED STONE
BENEATH THREE 4 " PERFORATED PVC PIPES Pads°afes '� Grdounndweofer 02635
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED W / rest —
TH#2 APPROVED 46 #2
CAPPED ENDS Ground EI.=25 PERC # = P — 9679 � ' /, 19 !
Topsof / B„ / 36 , .
APPLICATION AREA REQUIRED : — Pit No. DECK �
Subso' BRIAN CELIA
Testy: z PREPARED FOR:
440 GPD 0 . 74 GPD / SF 595 SF 595 SF
1 Test Date: 2103100
BOTTOM AREA = 1 9 ' X 38 684 SF = GT RE0 ' R witness DONNA MIORANDI , Rs '
E Perc Rote:GREATER THAN 2MIN/" '
0
MR . & MRS
PERCOLATION RATE GREATER THAN / = 2 M I N / I NCH arse ° 1 24
SOIL CLASS 1 Sand , DAV I D R . MORSE
2 5X7 Flo
12' NO WATER TH 9 O
w CDNOTES .•
l . Property L i nes Shown Hereon Represent An Ac tu0l Ground �' !
Survey - P L S Done B y Yankee S u r v e y , lV a r s t o n s M r l i s , VA . l T. L. DOHERTY ENGINEERING
w E ASSOCIATES
2 . Pda ter Supply For This L o t is Co to i t ko ter Co . Q
CONSLTT-,TING & ENGINEERING
3 . Elevations Are Bused On N. G . V. O .
i
This f s Not L occl-ed In A F , F . M, A . Flood Zone /�
9 s o I L �
i I r FT 1 t�.J P1
5 . This L of Is Not L ocated In A Town Of ' r
Barns table Zone Of Contribution . � '
6
LEGEND
- - - - - - -
— /
EL V. = 26. W 700 , 1 0
X
EXISTING SPOT ELIVo 7 ' WA Y � '\ w
O FR I VE w
I
U�
- - - - -- - - - - - - - - - - - - - IVEXISTING CONTOUR
l` z
J Drawing Title
IV
o
w
E E o
- - - - - - - - - - - - - - - 2
ELECTRIC LINE
1(�
W W w I �
O
C--) AS BUILT PLAN
WATER L I NE
----------------------------------------- - ----------------------------------------- cIL
2 6 0�11 E
TEST HOLE
TH
ate: J UL Y 1 8 , 2000 0 wg No:
Field: DAVE WELCH , BUILDER
, Des i9 • TED D � . E .
0 � 0
Check N/A
#1 31
Drawn: N/A
PINE RIDGE ROAD PINE RIDGE ROAD PINE RIDGE ROAD ,Iob No: N/A
L OCus Mao
I P��
References;
MPSN
ROE 2a PSEPTIC P�LOT- A. Barnstable CountyRegistry of Deeds
o
.�� N�
(1) No. 27627 Recorded 09/21/78
�� 20' Book 2787 Pages 090 &091
a NScale: —
No. l 88
� � MAIN -:ST 9388(2) Recorded 08/21/74
PROFILE OF PROPOSED SEPTIC SYSTEM
Book 208 6P
Page 209
(3) No. 35961 Recorded 11/27M
NOT TO SCALE Book 1971 Pages 016
Urr
�� -- — OAK STREET
N �� @tRY RD --- B. Town of Barnstable Assessors a 018
W� 270° - 40 ' W 270° 40 ' pMARSHER RD C. Town of Barnstable Health De. partrment
I NSTA�I_ R I S[ RS AND C�VERS c
TO W I HLI N 6 DF F I N i H GRADE PerC�`t - 9679
Zone
COMPACTED SOIL OVER LEACHING 4 6EA r
TO HAVE A MAX DEPTH OVER ONI TS
EG - 2„ . 0
\ Se tbock Requirements :
Top Of Foundot i on E l . = 25. 5
2 . o 4 „ P VC @ 2 F TiF T 4 „ P VC @ . 02 F T/F T o Fr-on t 3 0 '
4 F c . 04 FT/FT \ ° - Proiest
S ide I Title.
Septic Tank Rear 15 '
RECHA R( E F-
Box CH �\
24. > L� RS
I 00 E
soo a 23 . 25 23 . o O
23 . 8 ,
05 22 . 8 0 . 8 , o v J O
-- 4 23 . 6
SOILS \� BEDDING AS REAR 2 2SiteREMOVE UNSUITABLE MATERIAL IF TITLE 5Plan
o A
ENCOUNTERED BENEATH PROPOSED SYSTEM ` ��\ Q�
FILL W/ CLEAN GRANULAR MATERIAL GRADED CROSS- SECTION OF CHAMBER Survey Data
AS FOLLOWS : NMI 15% RETAINED ON #4
NOT TO SCALESubsurfaceDisposat
SIEVE , NMI 907o RETAINED ON 450 SIEVE . _ ,- . . _
OF FRACTION PASSING 44 , 10% OR LESS TO
1 ___-- FINISHED GRADE �
PASS 4100 SIEVE 8 5 % OR LESS TO PASS � a�e�nRu - _ z � Design
,\ -
#200 SIEVE . SOIL TO BE APPROVED BY „ T, m
ENGINEER FOR COMPLIANCE PRIOR - COMPACTED FILL 3 ' MAX � o -
__ ._ Specifications
MAY BE REPLACED Mi/ INSITU MATERIAL � j �
-----
a CJ'1 m
I F—
>, PEASTONE c 11J
„ •: :; ' ' • . . 3� n - r u.
q 111211 ':
REMOVE ANY UNSUITABLE 3 0 . 5 . , . , . —_ �y -i �, �' Ri ,
MATERIAL TO I NSURE THE 24 , , DOABLE WASHED /
--1 D.-
SIDE WALL AREA OF SYSTEM STONE �_ 24
'
22
IS IN CLEAN MEDIUM SAND .
C U L T E C 330
m I -I
I
PER 310 CMR 1 5 . 201 - 1 5 . ?_ 93 _ �
c-7
6 " 1- -- � _ ` Cotuit
PJassachusetts
-- - -- 1 -—
ND TES :
— --- 2 2 r o TH202635
CXD
DES IGIV DATA
'v
i
I. Property lines Shown Hereon Represent An Actual Ground Survey \ ,
2. Water Supply For This Lot Is Municipal water CUL TEC LEACHING CHAMBER DESIGN
I SING _ r
LE FAMILY 4 BEDROOM x -� � J
J. Elevations Are Bosed On N. G. V. D. W/ GARBAGE GRINDER '
I w ,
4. This Lot /s Not Located In A F. E. M. A . Flood Zone, DAILY FLOW : 4 x 1110 GPD = 440 GPD X rn
SEPTIC TANK = 440 x 2 . _ i ROOF TOP
5. This Lot Is Not Located In A Town Of 007 880 GPD PREPARED FOR:
USE 1500 GALLON - 2 COMPARTMENT SEPTIC TANK i
�`'��> E E V . = 6 4 ' j
X \ a 24 ,Barnstable Zone Of Contribution. #1: 880 GALLON MIN - #t2 : 440 GALLON MIN \ �� ,
USE 8 CULTEC RECHARGER 33�0 CHAMBERS W/ 4 ' STONE I
2 5x/ x l - - I •
6. For All Aspects Of The Septic System The rs. aVltMorse '
( N
Contractor Shall Comply With ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED W/
x T / O
All Governin Codes And Regulations; III � O ,g 9 In CAPPED ENDS ! ��
Particular 310 CMR 15. 000- The State III
USE 1 - 4 " DISTRIBUTION LINE IN 8 RECHARGER UNITS
f
IN A 12 x 53 WASHED STONE FIELD AS SHOWN
Environmental Code Title 5, Town Of Barnstable
. Board Of Health Regulations Part VIII: �
On-Site Sewage Disposal Regulations. APPLICATION AREA REQUIRED :
440 GPD - 0 . 74 GPD/SF = 595 SF + 507 = 892 SF T. L. DOHERTY ENGINEERING
/ I
7. All Structures Shall Have Risers w/ covers to within 6 ° SIDEWALL AREA = 65 ' x 2 ' X 2 = 260 SF x �` 100 �j
.ASSOCIATES
of the Surface Comply With H-10 Loading - H-20 under BOTTOM AREA = 53 x 12 = 636 SF I -
TOTAL AREA = 896 SF 1
drives or trovelways. III
I CONSULTING ENGINEERING I
x '
8. The Contractor Is Required To Secure Appropriate
PERCOLATION RATE GREATER THAN/= 2 MIN/ INCH ,
9 fir_ X24 . 0 'SOIL CLASS 1Permits From Town Departments For ConSt 'r Defined ByI
X
This Plan.
Y. The Contractor Is Responsible For Location Of AllBEV
I -1j]
Underground Oti l i ties IUoti fiCotion Of Dig-Safe. X ,-
;r I w
i
X � S�� DR I C E WA Y------J� a----'1 w
"OPO
2,,6 I - - 1 '- cn
x Test Pit Data
- SPEC NOTES : --
X X X X - - �\ �\� lndcotes Indicates _..J
X X X -X - - `' - Perc Groundwater 1 . TWO COMPARTMENT SEPTIC TANK REQUIRES TWO WFEKS LEAD -- - - -- _ _-_ __ -�_ _ —
L l_ V. — 2 V a i e M Y' 1 0 `J 0 ' ` \ ,_ -
Test W
TIME TO ORDER FROM SUPPLIER � P - �?67.9
2 . THE FIRST COMPARTMENT OF THE SEPTIC TANK SHALL BE ;
Torsor i
SIZED FOR A MINIMUM HYDRAULIC DETENTION TIME OF 48
i
HOURS BASED ON THE DESIGN FLOW ; THE SECOND HYDRAULIC C,[_o t , X? �so
t Nr. _ 1-1
-�
' ' I cowry Test By: R I ^"J CFL_1 A
DETENTION TIME OF 24 HOURS BASED ON THE DESIGN FLOW IN I sand rest Dote: 3,00
ACCORDANCE WITH 310 CMR 15 . 224 : MULTIPLE COMPARTMENT 22.4
t— 7 N
/ z ` Medium witness: DONNA MIGRAN I
TANKS . TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT � � � < 2 min/ inc - �_—Conr,ce Perc Rote:-_ _
IHE FIRST TANK IS 1500 GALLONS AND THE SECOND TANK IS ;� P �" Sand 13.2 DrOWln Title
1000 GALLONS AS PER 310 CMR 15 . 225 -_ �.._.
g
n
v i o Fine Sand '
P"' 0%
2/6� 15 No WaterEGEND 0j
I - i
- X- 7
Gro�nc� E 1.=25 0% S I D
�t t3FEXIS1 I NG SPOT EEEU . 25 --- �r
�� THE R
1 I , /' O Topsoil 24 Pit N U
c,E ' 0 5 --� APPROVED
EXISTING CONTOUR _ _ - - - -- DO
Subsay Test By: BRIAN CELIA
C oomy
r I� T i ; Sand 22.4 Test Dote.----
- 2�o3ioo
SET BACK D 1 S -I- ANCE - - - - - - - - Medium Witness: DONNA MIORA DI � '
W 6 Coarse Perc Rate:_< 2 m i n/ ch
TEST HOOF I Sand 19.2 - ---
rH I Date:FEBRUARY 4, 2000 Dwg No:
Fine Sand
.�� Field: T. L . D l
i 13 No Water
PINE RIDGE ROAD ( Design: T. L . D.
Wli
- ---- 8 0 Check
_ - 270° _-- _- -- J. P. H.
W Drawn: T. L . D.
Job No: 64-9 Sheet 1 of