HomeMy WebLinkAbout0227 SALT ROCK ROAD - Health 227 SALT.ROCK ROAD
Barnstable
A 316'= 01,7
r T r
N '' - Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0[pplitation for -Misposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(,/) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 1'L1 Sal+ Roc.K 9,oad Owner's Name,Address,and Tel.No. Pedro ftkCturo
Assessor's Map/Parcel a4rn0,o51e, 21.1 SoMr Roa- Rood (�o.rn5}o.bla
31(0 1
Installer's Name,Address,and Tel.No. (j'S 4 q_i co vcA t)c, Inc.. Designer's Name,Address,and Tel.No.F lch4*f`FA 4rc.nu;r0M¢ 1
3-+,1 aoo+a vw So.ndw%c,, 5177" 4463 PO boK 3sl Koct,j ►, NAo, OZbNS
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 39 c ORZ sq.ft+- Garbage Grinder(No)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 0 gpd Design flow provided 34 b gpd
Plan Date (o- 'L• 20 Z O Number of sheets 2- Revision Date
Title
Size of Septic Tank 1500 qo,\\on Type of S.A.S. (Z) 500 Qa«on Oio w%bers
Description of Soil Sae plo.ns
Nature of Repairs or Alterations(Answer when applicable) Ir1S�gU niLu 1500 4c611or• Sgf? ;G -}O.t\l- _ D•box
and SAS +o rcplo ce C-eSSpools.
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.
S' ned Date (o' ZO ti.0
Application Approved by Date a&
Application Disapproved by Date
for the following reasons
Permit /& 2 Date Issued a
Nod _ '"'�!-� F i s ! Fee 101
THE COMMONWEALTH OF MASSACHUSETTS 'Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application' for Niposa-6pstem Construction Permit
Application for a Permit to Construct( ) Repair(.f) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 'j 11 S o%1+ R o r.k Road. Owner's Name,Address,and Tel.No. Pe d r u ck u r o
Assessor's Map/Parcel1b 1 21 r `�@1� Roc1c 1�oracl �o:nStc.�,1
Ins aller's Name,Address,and Tel.No. Q,$Q) rr_x c o vccA � i n c.. Designer's Name,Address,and Tel.No.F 4 a1;Qr`Fy cvr,�4 }�1
3_'4 a't.ovie `I i7 rJandw.<ti. 1517i'- e(o63 ?p bu 331 Ko,3"(,t, M0, 021,�15*
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 39, 0CQ sq.ft. Garbage Grinder(Wo)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
t,
Other Fixtures
Design Flow(min.required) 3' 0 gpd Design flow provided $ gpd
Plan Date (0, 2 , 2-0 2-0 Number of sheets 2- Revision Date
Title
Size,of Septic Tank 1500 0n&\�Un Type of S.A.S. T) 500 c\C kkori 0,e. 4_r�,
Description of Soil 5u e o o,n s
i 3 y E
Nature of Repairs or Alterations(Answer when applicable) l h`,)�e,11 n 2 y 1500 ao,1ko n S,p ,c Atli(*.
CieS5pool s,
r,
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
r 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.
S(i ed 4 Date (o' 4' 20-0
Application Approved by \ Date all?1 ...
Application Disapproved by � Date,
for the following reasons
Permit No: 4;LO /& Date Issued lf� / ,
---------- ,
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 2?_I '�a 1-k lock Re)cx d has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit dated 6 �/� �C) .
Installer ('3 3 (3 `_Y_( Q nA o- fi r),, Designer l ahe r-
#bedrooms Approved design flow, ✓ � _ _ gpd
The issuance of this permit shall not be construed as a guarantee that the system wil�ti on as desi` gned(.,
Date f d e� Inspector AdI t,a I ;?
-- -------- _ __--
- - No -" /� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair(A Upgrade( ) Abandon( )
System located at �A1A Roc k't ?)tia eL
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 Ibye comp eted within three years of the date of this permit.
Date 6(✓ f t Approved by �ti
TOWN OF BARNSTABLE
LOCATION 2 Z') SgJA R=k RaL SEWAGE# Z O ZO- /LiT
VILLAGE Tf�hL'l oLl P ASSESSOR'S MAP&PARCEL 3!(,- or �/z
INSTALLER'S NAME&PHONE NO. 6,�$ ExeouJaA►on 4'11-DGS3
SEPTIC TANK CAPACITY /S'OO cja j
LEACHING FACILITY:(type) ) (J�c(Z' (size) 13 x 2Sx 2
NO.OF BEDROOMS
OWNER
PERMIT DATE: (o-$- ZO COMPLIANCE DATE: 2 v
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) ' Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
Al- Z� ' 0 2 a 7 r= Ik P.�C.
<<
2$ Ll
Az' 32'Z -
SZ.30 s REAR
A
A3• 33'$
Q3. X IS
Ay, 4zlZil O 4
32�L
m
Town of Barnstable
Inspectional Services
Public Health Division
�nursraeLe:
NAM Thomas McKean,Director ?
.bs9.
200 Main Street,Hyannis,MA 02601 -
T
Office: 508-8624644 Fax: 508-790-6304
(,
Installer& Designer Certification Form.
Date: - 1 Z•2(0 Sewage Permit# ZoZo- 1 L:j Assessor's Map\Parcei 3)L-In
Designer: Fla1,�r�►� Er,�;ro�.Ln'1«1 Installer: f3 E�cco�d�ior�
Address: p n S3ox 331 r ; h Address: ILA IcaScrrc L.,3
O Z 1.L-1 S res-1 0ko.-1 L
On C,•S-Zo G 4 3 EXcayca_ai c n was issued a permit to install a
(date) (installer)
septic system at 771 So-1A Rock RcL based on a design drawn by
(address)
� •�e �lo��er•�c r dated La-Z-ZO
(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.
p
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 i e om YA e with the terms of
the RA approval letters (if applicable) y,�A`� s&.
DAVID oyGN
o. D.
FLAHERT 6 JR.
(I taller's Si natbre) — Na. 12110
Q/sTV-
S'9NITAR\P�
esigner's Signatur (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.
Woa\deptAHEALTMSEWER connecASEPTIMesigner Certification Form Rev&14.13.DOC
COVERS TO BE WATERTIGHT AND SEPTIC SYSTEM PROFILE r Flaherty Environmental Services
TOP OF FOUNDATION BROUGHT TO WITHIN 6" OF FINAL GRADE
EL. 58.0' EL. 56.0' (not to,scale) INSP. PORT W I 3" OF GRADE CLEAN SAND P O. Box 331
2" of�" to 1" DOUBLE WASHED EL. 56.0' Harwich, MA 02645
4" CAST IRON or EQUIVALENT PEASTONE OR GEOTEXTILE 774.994.1166
MIN. PITCH 1/4" PER FOOT FILTER FABRIC `
4"SCHEDULE 40 PVC PIPE 4"SCHEDULE 40 PVC PIPE
VENT IF REQUIRED
FLOW LINE (first 2'to be/aye/)
5' 2.2% 5, 1%
°O°°°o°C
—.- inn �.. . o 000 °o°oc REQUIRED:
L.55.9' 10 14" �• o 0 0 0 5' REMOVAL OF
—+� °°°°°O°°°°° ° ®1��LJ •�0 °°°°°°°°°
EL.54.0.' EL.53.75' —� o 0 0 ° ° o 0 0 0 p p p o 0 0 o a
0 0 0 0 0 0 �® O� L._1 0 0 0 o UNSUITABLE
EL.53.03' o° o°o°o°o°o°o •�, (� o°o°o°o°c 2.0' MATERIAL LATERALLY AND
• EL.53.2' o0000000 �® Pmgln pl� oo ooe—
o 0 0 0 0 0 `—i o 0 0 0
0'MIN.(2.5Mo1— EL 53.0' o 0 0 0 0 0 0 089 0 0 0 0
GAS BAFFLE °o°o°o°o°o o°o°o° a .' + °o°o°o°oc BENEATH SAS TO EL. 50.6'
(H-20 D-BOX) 0°0°000°0 00°0°0 .. •• • • °0°o0000C EL.51.0'
6"CRUSH D sTONE OR SOIL ABSORPTION SYSTEM
,. MECHANICALLY COMPACTED (2) 500 GALLON H-20 CHAMBERS
(DATUM: ASSUMED) WITH 4' STONE AROUND IN A 5.5'
1500 GALLON SEPTIC TANK 4 to 12 DOUBLE WASHED STONE 12.83'X 25'X 2' CONFIGURATION
(PROPOSED) �' BOTTOM OF TEST HOLE EL. 45.5' EL. 45.5'
`y USGS ADJUSTMENT: N/A LOCATIONMAP
54
GROUNDWATER ELEV: N/A
Rt.6A
4
BENCHMARK:
TOP OF FNDN
EL. 60.0'
Z Salt Rock Rd
54
N TH
• o
ui o ® m
Cu N Q LOCUS
II I O ',
EXIST. C.P. EXIST. C•P,
NTS
5 CP CP O 2 EXISTING
3 BR I O �14 OF
PROP. S.T. DWELLING
40,9' 46.0' 1 D D
IN
O DECK 1 / Q F NV
H 21
�`• — --
,s.
r. GARAGE �'IiI,TAA� *I CIN
Cl) DRIVEWAY V•_
V
1
THE H-2 _ — — — — — — — DATE:6/2/2020 REVISED:
{,Y� 56
41.9'
LOT 13 1
LEGEND 39,092 SFf I SITE AND SEWAGE PLAN
FOR
-6 6 b b GAS LINE MAP 316 LOT 17 I B& B EXCAVATION, INC./
`-` WATER LINE 58 PEDRO MADURO
E E 6 E E EXIST. ELECTRIC I 227 SALT ROCK ROAD
99 EXIST. CONTOURS 11 _ t BARNSTABLE, MA
58
————— 99 PROP. CONTOURS SCALE : 1 - 3
N46--;A& WAS UNDERGROUND UTIL
REF•PB 222 PG 85 PAGE 1 OF2
......... ........... .. ......... . . . ........ ....... . . ......... ....... ....... . ......... . .. .. .... .. ...-._. . ........._ ......... ......... ........ ......... ........ ............. ............
GENERAL NOTES DESIGN CALCULATIONS SYSTEM DETAIL Flaherty Environmental Services
1. ALL PRECAST COMPONENTS TO BE H-10 P. 0 . BOX 331
RATED UNLESS OTHER WISE SPECIFIED. Harwich, MA 02645
DISTRIBUTION BOX AND ANY COMPONENTS NUMBER OFACTUAL BEDROOMS 3 774.994. 1166
WITH ANY ANTICIPATED VEHICULAR
TRAFFIC TO BE H-20 RATED, GARBAGE DISPOSAL UNIT NO
2. THE DESIGN OF THIS SYSTEM DOES NOT
ALLOW FOR THE USE OFA GARBAGE TOTAL ESTIMATED FLOW
GRINDER. (110 GAL/BR/DAYX 3 BR) 330 GAL./DAY
3. MUNICIPAL WATER IS AVAILABLE. REQUIRED SEPTIC TANK CAPACITY 660 GAL. 5' REMOVAL
4. ALL CONSTRUCTION TO CONFORM WITH 25'
310 CMR 15.000 AND ALL OTHER SIZE OF SEPTIC TANK 1500 GAL. (PROPOSED)
APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND REGULATIONS. SOIL CLASSIFICATION 1
5. INSTALLER/CONTRACTOR TO REVIEW&
VERIFY ALL ELEVATIONS AND DETAILS AND DESIGN PERCOLATION RATE <2 MIN./INCH
REPORT ANY DISCREPANCIES TO
DESIGNER PRIOR TO CONSTRUCTION OR EFFLUENT LOADING RATE 0.74 GAL./DAY/FTZ O Q 12,83'
ASSUME ALL RESPONSIBILITY LEACHING AREA
6. INSTALLER/CONTRACTOR IS RESPONSIBLE (2)x(25.0'+ 12.83)(29 = 151 SF
FOR MAINTAINING SAFE WORK AREA, 25.0'x 12.83' =320 SF
VERIFYING ALL UTILITIES AND NOTIFYING 471 SF 0.74 =348 GPD_
"DIG SAFE" (1-888-344-7233) 72 HOURS
PRIOR TO CONSTRUCTION. USE(2)500 GALLON H-20 CHAMBERS WITH 4'STONE
IN A 12.83'X 25'CONFIGURATION AS DIAGRAMMED 5'REMOVAL REQUIRED LATERALLY
7. ANY CHANGES TO OR DEVIATIONS FROM AND BENEATH PROPOSED SAS TO
THIS PLAN MUST BE APPROVED IN c2 LAYER ELEV.5o.s'(VAR/ABLE).
WRITING BY FLAHERTY, ENVIRONMENTAL I
SERVICES AND LOCAL BOARD OF HEALTH. RESERVE LEACHING CAPACITY N/A
8. FINISH COVER OVER COMPONENTS IS NOT
TO EXCEED 3'PER 310 CMR 15.000 UNLESS
SHOWN PER PLAN.
9. ALL ABANDONED SEPTIC SYSTEM
COMPONENTS TO BE PUMPED DRY AND (NTS)
FILLED WITH CLEAN SAND OR REMOVED
AND REPLACED WITH CLEAN SAND.
10.ALL COMPONENTS TO BE PROVIDED WITH SOIL EVALUATION
WATERTIGHT ACCESS PORTS WITHIN 6 OF TEST HOLE#1 TPT#20-88 TEST HOLE#2 TPT#20 88
FINISH GRADE. Evaluator- David D.Flaherty Jr.,RS,REHS Evaluator., David D.F/ahertyJr.,RS,REHS
11.ALL SEPTIC TANKS, DISTRIBUTION BOXES SE#2755 SE#2755 �k7"
AND PIPING TO BE INSTALLED BOH Witness: Don Desmarais,RS BOH Witness: Don Desmarais,RS
WATERTIGHT. Date:. May 19,202o Date: � May>s,2020
12.NO KNOWN WETLANDS OR WELLS WITHIN 0, 1
TH-1 ELEV.56.0' TH-2ELEV.56.0'
150 FEET OF PROPOSED LEACHING.
13.THIS IS NOT A CERTIFIED PLOT PLAN AND o~-fo" A Ls 10YR 3/2 0~-f0" A LS fOYR 3/2 �41eTE¢
UNDER NO CIRCUMSTANCES IS THIS PLAN a�a1.T���a
TO BE USED FOR ZONING OR BUILDING
PURPOSES. 10"-29" B LS 10YR 5/6 10"-29" B LS iOYR 5/6
14.LOT IS SHOWN AS ASSESSOR'S MAP 316
LOT 17, /certify that on November 12,2002,l have passed SITE AND SEWAGE PLAN
29"-65" C1 Silt 10YR 6/4 29"-65" C1 Silt IOYR 6/4
15.LOCUS PROPERTY IS NOT LOCATED the examination approved by the Department of
WITHIN AN AQUIFER PROTECTION Environmental Protection and that the above analysis FOR
has been performed by me consistent with the g & B EXCAVATION INC./
DISTRICT(ZONE II). required training,expertise,and experience described i
sieve sample in 310 CMR 15.018(2)." PEDRO MADURO
65"-132" C2 MS 2.5Y6/6 65"-120" C2 MS 2.5Y6/6 227 SALT ROCK ROAD
BARNSTABLE, MA
G.W.ELEV.N/A G.W.ELEV.N/A
BOTTOM TH-1 ELEV.45.5' BOTTOM TH-2 ELEV.46.0'
PAGE 2 OF 2 DATE:61212020