HomeMy WebLinkAbout0024 LONGVIEW DRIVE - Health (3) 24 Longview Drive
Centerville
A = 252 - 075
/// �s'N� AD�'
WERNO You OMMZEO
No. 12534
15
YJI�MI�A
GETORGANu�DATS�ADZa0�1
i
TOWN OF BARNSTABLE
LOCATION Z4 LonnVicy] _l)r- SEWAGE# Z018- I-)n
VILLAGE ccrrlci'v 1 IC ASSESSOR'S MAP&PARCEL ZSZ- '7S
INSTALLER'S NAME&PHONE NO. 9-kR EX QaU0A i 0A qT)• oGs3
SEPTIC TANK CAPACITY /500 c0.1
LEACHING FACILITY.(type) 1rc.,e-l.y--s 3X33(size) Pcejli'pqv-• S-�ont
NO.OF BEDROOMS 3
OWNER f�cc�i r� I{r� O,Dc 5crq
PERMIT DATE: G- 2- )$ COMPLIANCE DATE: L-1G-1 H
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
Al - z-7,s
81
A2 . 2z '
A3_ IC
63- 33'5 3
M ,
Z513
' V
No. CV f., Fee /W�9
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21ppliLation for 33ispoSal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(w1f Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.Zy LOnq V iC W�D Owner's Name,Address,andTel.No. �n�QQcn3�rq
Assessor's Map/Parcel Z52 - -76 Z'4 Lo�.u. ;cLi -DR. Ccnazru; Ilc
Installer's Name,Address,,and Tel.No. 4 B EgoaLAaliDA Designer's Name,Address,and Tel.NoPQ,VC_, F7m1%cr,1y
1qTcmScrry LK) Fores4atoLlc g4Y).0G53 P.&DOA 31 yc►rrnOLAL%for4 7.r)+99q TILL
Type of Building:
Dwelling No.of Bedrooms 13 Lot Size , 3'9 Acres*.ft. Garbage Grinder( )
Other Type of Building Rcs;jc n 4:cL I No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 359 gpd
Plan Date G -G- 18 Number of sheets Z Revision Date
Title
Size of Septic Tank 1500 Type of S.A.S.77F'reslcjz5- pCr47.2,p C. s-loAC
Description of Soil
Nature of Repairs orAlterations(Answer when applicable) —0 BbX ' L,c< C�%1^4
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.
n d Date G - 2-
ApplicationApprovedby Date
Application Disapproved Date
for the following reasons 1'
Permit No. Z0(8— 47 Date Issued 4 h-tt7 a
k _ 431
No. Cut V f F� Fee /00
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWNOF BARNSTABLE, MASSACHUSETTS Yes
2pplication for MispoSal *pSttml Construction 3permit
I Application for a Permit to Construct( ) Repair(woOf Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.z4 l,On, V i c .D ROwner's Name,Address,and Tel.No.
•ZLI 1:O .C :D#e. Ccn-itru; ►Ic..
'�Assessor'sMap/Parcel ZJrZ "rs �U1LJ,.
Installer's Name,Address,and Tel.No.,O, (j Exoo t�10 A Designer's Name,Address,and Tel.No D,-,uG Fri k t!r-4 L(
ly'rco.5c rr� t�vJ fores-lolq.le '-�`11.4GS3 �.c�..QO� $ 1 �arrv,p�lil•�or•I �7�'•199y 11 GG
Type of Building:
Dwelling No.of Bedrooms . Lot Size . 3 8 A<_r es*.ft. Garbage Grinder( )
Other Type of Building S,j r,n 4 c I No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3.$9 gpd
Plan Date-4 L • Ile Number of sheets Z- Revision Date
Title
Size of Septic Tank /'TO O Type of S.A.S."j c nc In e•I. Qr_1747 C>
v
Description of Soil F
Nature of Repairs or Alterations(Answer when applicable) .Q.30X L•c a c l-,► A 4
Date last inspected:
Agreement: y-
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 opera n until a Certificate of
Compliance has been issued by this Board of Health./Sg ,
d Date •12 . W
Application Approved by Date /yIf—
Application Disapproved Date 1
for the following reasons
Permit No. Z0(8— I-17 Date Issued_4 AZ1-7wa
--------------------------------------------------------------------------------------------------------------------------- - r -••+r>
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE—,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(-'I Upgraded( )
e Abandoned( )by E KC<X V,0. i O
at Z 4 La C)q u; c t,.- :D r has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit N . / - /-91 dated t/Z/2,018
Installer R k B Designer -Oak, Fj<x4,c 1-•�u
#bedrooms ) Approved design flow god
The issuance of this permit shall not be construed as a guarantee that the system will func�m designed. (�
Date —C6'� Inspector 6C�
� ---------------------��----------------- -- --- - ---
No.G Fee
_---a i
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Nsposal 6pstem Construction permit
Permission is hereby granted to Construct( -) . Repair(v*f Upgrade( ) Abandon( )
System located at o7q Lo/1q V e C.r,ej .Dl-
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:CCon traction must be completed within three years of the date of this pe it.
Date 611Zf Z0 G Approved by
i
:�:
i
i
,•
__ _ �
Town of Barnstable
°FTHE T°�ti Regulatory Services
Thomas F. Geiler, Director
&UtNSTA8LZ. _ Public Health Division
. s��� Thomas.McKean Director
A�fD MA'S
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# Z01$ Inri Assessor's Map/Parcel 252 - `7S
Installer& Designer Certification Form
Designer: ol.crac ENv rorr.cn�a 1 Installer: Q 4,3 EXemvc�l ion
Address: -Po 1ox IS L�a,rw,e, aor-t Address: 1yrje.-,Se.rrj Lr-3
On .G- 12-I$ 2 i 13 Cxccxy _.-A►o ✓\ was issued a permit to install a
(date) (installer)
septic system at Zf.$ Lor QuleuJ .Dr- based on a design drawn by
(address)
.�cilyG "1aher-au dated G•L- 9 8
(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
distri4ution box and/or septic tank. Stripout (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. Stripout (if required) was inspected and the soils
were found satisfactory. fl�
DAVID
= x 91Con— D.
Alastaller's Signat tAHERTY,JR.
NO' 1211
T
(Designer' Signatu ) (Affix Desig p Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE r r
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:office formsWesignmertification form.doc
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COVERS TO BE WATERTIGHT AND SEPTIC SYSTEM PROFILE Flaherty Environmental Services
TOP OF FOUNDATION BROUGHT TO WITHIN 6"OF FINAL GRADE
EL. 100.5' EL. 98.U' knot to scale) INSP. PORT W I 3" OF GRADE P.O. BOX 81
2" PEASfONE OR EL.y .&:h CLEAN SAND Yarmouth Port, MA 02675
4
GE XTI
4"CAST IRON Or EQUIVALENT OTELE �} 774.994.1166
FILTER FABRIC VENT(IF REQUIRED)
i MIN.PITCH 1 4"PER FOOT
4"SCHEDULE 40 PVC PIPE 4" SCHEDULE 40 PVC PIPE '' ' REQUIRED:A 5'REMOVAL OF
" UNSUITABLE MATERIAL LATERALLY
FLOW LINE fflist2'tobeJevel) ` ' ; AND BENEATH THE PROPOSED SAS
0' 196 5' 196 --s— :t EL.94.87' DOWN TO EL.93.8'.
EXISTING 14" 2'
EL EXI EL 95.5' EL 93.0'
y EL 95.3' L 95.13' a FS0 00 %SLOPE) ".95 CLEAN, DOUBLE-
E tRaooeox SOIL ABSORPTION SYSTEM WASHED TO 1 in STONE
e^cRusHED sroNE oR (2) TRENCHES 3'W X 332 X 2'D USING 6.0'
.• ,:�• MECHANICALLY COMPACTED
PERFORATED PIPE AND SURROUNDED
1500 GALLON SEPTIC TANK + BY DOUBLE-WASHED J" TO 1 4"STONE EL. 87.0'
(DATUM: ASSUMED) EXI NG '
BOTTOM OF TEST HOLE EL. 87.0'
/ USGS ADJUSTMENT: N/A LOCATIONMAP
GROUNDWATER ELEV: N/A
104 111.Sp• ;
N 7H
l LOTS 6 & 81 132
Q 0.38 ACRES f
I
PAVED DRIVEWAY ;
. 104 LOCUS
/10P EXISTING DECK {
/ 3 8R
DWELLING _ v
1n 102 NT8
•, l
BENCHMARK: 10 !
TOP Of 1NDN
EL. 100.5'
98 20' c D D
22, 0 FLA ER ,J
1
EXIST. S.T. . 1
100
►�Er 5' REMDVAL ✓Y S NITARV� l �V
EMT. SAS IN APPRM AREA
AS PROPOSED SAS 98
(SEE►mrE N9) DATE.6A 2018 REWSED:
. 96 ExtsTc►� TREE Ln� -
! SITE AND SEWAGE PLAN FOR
112g9, _ ^ B B! B EXCAVATION INC./
KEVIN KNIPPENBERG
96 24 LONGVIE W DRIVE
SCALE: 1 = 3O� CENTERVILLE, MA
(: REF.'LCP28749•A PAGE f OF2
ti
i'3
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GENERAL NOTES DESIGN CALCULATIONS S YS TEM DETAIL Flaherty Environmental Services
P. 0. Box 81
1. ALL PRECAST COMPONENTS TO BE H-10 Yarmouth Port, MA 02675
RATED. ALL COMPONENTS WITH ANY NUMBER OFACTUAL BEDROOMS 3 774.994.1166
ANTICIPATED VEHICULAR TRAFFIC TO BE OBS, PORT
H-20 RATED. GARBAGE DISPOSAL UNIT NO 31
Z THE DESIGN OF THIS SYSTEM DOES NOT
TOTAL ESTIMATED FLOW
ALLOW FOR THE USE OFA GARBAGE (110 GALIBRoVA Y X 3 BR) 330 G4LJDAY
GRINDER. 61
3. MUNICIPAL WATER IS AVAILABLE. REQUIRED SEPTIC TANK CAPACITY 660 GAL.
4. ALL CONSTRUCTION TO CONFORM WITH 717-
310 CNR 15.000 AND ALL OTHER SIZE OF SEPTIC TANK 1500 GAL.(EXISTING)
APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND REGULATIONS. SOIL CLASSIFICATION 1 33'
5. INSTALLER/CONTRACTOR TO REVIEW&
DESIGN PERCOLATION RATE <5 MINANCH
VERIFY ALL ELEVATIONS AND DETAILS
AND REPORT ANY DISCREPANCIES TO EFFLUENT LOADING RATE a74 GAi-,vAylFr
DESIGNER PRIOR TO CONSTRUCTION OR
ASSUME ALL RESPONSIBILITY. LEACHINGAREA
6. INSTALLER/CONTRACTOR IS Bo (3'X33)X2= 198 FT' 9' MIN. OF SOIL
RESPONSIBLE FOR MAINTAINING SAFE SIDES.• 2' PEASTONE OR FILTER FABRIC
[(2'X337X2+(2'X37X2]X2 288 F77
WORK AREA, VERIFYING ALL UTILITIES
AND NOTIFYING "DIG SAFE" TOTAL= 486 FT2
(1-888-344-7233) 72 HOURS PRIOR TO xa74= 359 GAL/DAY e-
CONSTRUCTION.
7. ANY CHANGES TO OR DEVIATIONS FROM USE(2)TRENCHES OF PERFORATED PIPE SURROUNDED BY
THIS PLAN MUST BE APPROVED IN
in To I J'STONE,EACH TRENCH CONFIGURED AS
WRITING BY FLAHERTY ENVIRONMENTAL 3'WIDE X 33'LONG AND 2'DEEP
SERVICES AND LOCAL BOARD OF
HEALTH. RESERVE LEACHING CAPACITY NIA
8. FINISH COVER OVER COMPONENTS IS TRENCH END VIEW
NOT TO EXCEED 3'PER 310 CMR 15.000 (NTS)
UNLESS SHOWN PER PLAN.
9. ALL ABANDONED SEPTIC SYSTEM
COMPONENTS TO BE PUMPED DRY AND
FILLED WITH CLEAN SAND OR REMOVED SOIL EVALUATION,
AND REPLACED WITH CLEAN SAND.
TESrH0LE#1 FW 16676 TESTHOLEN P#15676
I O.ALL COMPONENTS TO BE PROVIDED Evaluator David D.AW".&,RS,REHS Evaluagor David D.Raherty Jr.,RS,REHS
"OF*4
SE#2755 SE#2755
WITH WATERTIGHT ACCESS PORTS
BON W&ew. Don Dwinarals,RS &W WIMew: DW Desmataft,RS
WITHIN 6"OF FINISH GRADE. Dats. Jkm 1,2018 Date., Ame 1.2018
1 I.ALL SEPTIC TANKS, DISTRIBUTION
F H
BOXES AND PIPING TO BE INSTALLED
ni-I ELEV.98.0' nst2ELEV.98.0'
WATERTIGHT.
'
12.NO KNOWN WETLANDS OR WELLS X-36 FILL g 01-361 FILL O/STS
WITHIN 100 FEET OF PROPOSED 38'-42* AAE LS 10 YR 36'-42- AIE LS 10YR313 &'qNiTAR%
LEACHING.
4r-50' 8 LS 10VR M 42*-50" 8 LS 10YR W
11THIS IS NOT CERTIFIED PLOT PLAN
AND UNDER NO CIRCUMSTANCES IS THIS
PERC
PLAN TO
BE USED FOR ZONING OR
BUILDING PURPOSES. 50'-13r C FM 2.5Y614 1 501-120' C FMS 2.5Y614
SITE AND SEWAGE PLAN FOR
14.LOT IS SHOWN AS ASSESSORS MAP 252 ce?u&mat on Novernber 12,2M,1 have passed
8& 8 EXCAVATION INC
the examInatfon
PARCEL 75. 8AMoved by Ow Deparftnent of
EnvkmwwW progftWw m7d that Me above ane&wb KEVZN KNZPPENBERG
15. LOCUS PROPERTrS PROPOSED SYSTEM
by me wnststant*0 Me
hwbeenpa*wwd
G.W ELEV IWA G.W ELEV.wA eVimm esWbad 24 LONGVIEW DRIVE
APPEARS TO BE WITHIN AN AQUIFER mq~&Wnlng aWwffse and er d
• CEMTERVZLLE, MA
in 310 CWR 15.018(2).
PR07-ECTION DISTRICT(ZONE 11).
sarrom TN-i ELEV. ezo, -j BOTTOM nf.2 ELEV 88 0-1
PAGE20F2
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