HomeMy WebLinkAbout0342 NYES NECK ROAD - Health � � t
TOWN OF BARNSTABLE
LOCATION 1 j` j N L,-1 R-L, SEWAGE# 44D44, •00-3,
VILLAGE �s"�►�t£l (LrL_,Cii- ASSESSOR'S MAP&PARCEL • 0
INSTALLER'S NAME&PHONE NO. 3:G•(d- �O� "7 7!- �t3��
SEPTIC TANK CAPACITY �,6A:L �- Cb4kfl 15a6 /5(nn 7P>-G.
LEACHING FACILITY:(type) Pls2JS (size) Z5''sc1-%-J--
NO.OF BEDROOMS
OWNER v �
` PERMIT DATE: 1-y--,4-J.— COMPLIANCE DATE: o
• 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) 106 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) ��� Feet
FURNISHED BY
17 '
966''
10 g" -!
�11
s�
No. 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for 0spo8al 6pstrm Construction Permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) 42rC omplete System ❑Individual Components
Location Address or Lot No.8 W /V Own s N e Address,and Tel.No.Jd!�- -06
Assessor's Map/Parcel. 3 /kt.
Install is va (1d�r®ss, nd Tel.jNo. j'D •C� '- �o?(p Designer's Name,Address,and Tel.No. �• �
k oe:
c�
Type of Building:
Dwelling No.of Bedrooms Lot Size® sq.ft. Garbage Grinder( ' )
Other Type of Building No.of Persons Showers( ) Ca=eteria( )
Other Fixtures
Design Flow(min.re uired) 2�(� gpd Design flow provided 33^1 gpd
Plan Date o� 1 a) Number of sheets Revision Date
Title
Size of Septic Tank ype of S.A.S. Y-%—S c(.��a1RA,lNQ6J j/,A. jn�ie�
Description of Soil ��0
Nature of Repairs or Alterations(Answer when applicable)^' » 00
A r a /S �-
Date last inspected: c
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 Enviro a Co and not to place the system in operation until a Certificate of
Compliance has been issued by this Board f f
Si Date /�Ja�•� J
Application Approved by Date Z
Application Disapproved Date
for the following reasons
Permit No. 0o►3 Date Issued Iy���—_
,_ _ _ _ e .. '..w.PM�r-•f. -:•:. Mom...:.: .: a __ -, - - !
• r+....a9'..Lii • r
.y Mp 1d'
((gyp 1ri��: 1 ... xj�� • / ppp
a� '
No. ./S t�/. L�J �r Fee (�
"V v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0[ppl cation for Disposal *pstem Construction Permit
Application for a Permit to Construct(�)�Repair( ) Upgrade( ) Abandon( ) j Complete System ❑Individual Components
Location Address or Lot No. N � ,/ Owner's Name,Address,and'Tel.No.
_ � f� y�iC.11� 1'?��''17�1L. �gC'1 �fGl.n�•��
Assessor's Map/Parcel23a k> f 17 f t eX:.P Arlingiora. Mfit 0.211,742
Installer's Name,Address,and Tel.JNo. •5'O •C/�g- � Designer.'s Name,Address,and Tel.No. �$• a` 5t%/
(26 i Itru 1/&O y �l fUS�y G�'L�fi u a.41n.��noter, €� ` _;rj
MIT . /i1� C 7[� !A \tar '►iCAM' Pow t- . MA 0XV25
Type of Building:
Dwelling No.of Bedrooms cR Lot Size <Q&aSlB sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers(. ) Cafeteria( )
Other Fixtures
Design Flow(min.required) /� gpd Design flow provided 3.3 tl gpd
Plan Date �a� / j Number of sheets /�) /' ,�R}evissiioan Date � r n �
Title J �� L-c tt'. t'lom _3 t2 A)tk.� koe_K A,) �-"J� EGv,vtZ .p
r t t y„
Size of Septic Tank , /y t?./h Type of S.A.S. y. c:�' x�iLta19✓�r�c^#rr- at°�r ,^ . zn
Description of Soil h<)o-. ul e I
J �
Nature o
atureeo fRepairs or Alterations
(Answer when tyapplicable)
Fjti.4,-)CjAOf
P'
ILf ) �!oFy1�V�yPl����arot Aj/ iy i�'WrI�/}�^�,
lr�t���lC,�wf�.7+Y✓�)� ��1 7�[B
,'l
Date last inspected: f�
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
Signed f . Date /�-/�a3!a ✓ ,
Application Approved by Date 0/V{,;?.*,?-Z- }
Application Disapproved]b f� Date
for the following reasons
Permit No. &27 - oo 3 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of,,Complianre
THIS IS TO,CERTIF//Y,that the Op-site Sewage/Disposal system Constructed( Repaired( ) Upgraded( )
Abandoned( )by'&61;14'1y71 . •U/)�i �./ j
at ,W,2 /V t Aul.k��,� (° p�'�j�/ has been constructed in`�3 dated acc2ordance }
^d I/4/7-oZz.
r {y,
with the provisions of Title 5 and the for Disposal System Construction Permit No. -(4
Installer( �r af® A L ill f i(1.�/r``f l thT, -Y1L Designe 11'15r)�al�ox T,e.'>A:1 ' M 06 1t.e'-47 Q
#bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will°fun on ass signed.
Date [( l0i �� Inspector Iv,
a=
---------- - --- -•----- -- -- - - - - - _ ---•--
No G-[.1 G a' r Fee Gv
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal 6pstrm Construction joermit
Permission is hereby granted to Construct(' } Repair( ) Upgrade( ) Abandon( )
System located at, %fi /..y) C L� .. l�l�iir�
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''ermit
Date 1 (4 1 Z07,11 l Approved by K
JAN-14-2022 00:10 From: To:15087906304 Pa9e:1,'1
Town.of.Barnstable....__. .. ._. ..._.. _._. ......_.. . ._.._....._. .
Inspectional Services
Public health Division
Thomas-McKean,Director
'0sP a 200 Main Street,Hyannis,MA 02601
Fax: 508-190-6304.
Office: 508-8624644, .
In tall r&Deli ner e11711rcation lrorm
. •- ... . I 0 2Prmit#aa1"6o 3 Assessor's
Date. $eva a Map�Parcel 232 l 3
(� (
Installor: r�lo 77�1h
Designer: h i � �-r�
Q39. R.o o4e. Address;,: I
Address:. 0"
Not rnoU*v 75 6. ,1g
:. ..... on A...4.
u Lw as issued a permit to install a
ate
tnsta ler)
septic system at 3if? •N e5 NQ4 ed �ftased on a design drawn by
(address)
Cori ill A . Was PE BLS dated LI-- 2021
(design )
_.
l..certify'that-the soptic.system_> ferenced above was installed substantially according to
the design, which may include tumor approved changes d) was pertea amend the sotion Of ils
distribution box,and/or septic tank. Stripout (if required)
were found satisfactory.
I certify that the septic system referenced above was installed with in changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
revision or
of the septic system)but in accordance with State&Local Regulations.was �Pld and the so Ls
ceitified as-budt,by designer to follow. Strip out(if requured)
were found satisfactory.
I certify that the system referenced above was constiucte 'In3 f�1' with the teams of
a m. rs(if applicable) o�� DANIELA ��,
OJALA a
u
CIVIL y
- o No.46502�0
(In s Signature)
NAL ECG
(Designer's Signature (Affix eslgner's Stamp Here
PLEA TURN T BARNSTABLEPUBLIC NE O H T I FO TIFIC ASS--
p TpNCE .WILY NOT BE AB p B .1 EALTH DIMS ON.
CA ARE REC IVED Y T
TgA OU.
\VanlaepisWEAL'RILSMRoonnoof6rnOj)W1@ner Ccnlficatlon Fans Rev 61C-13.00C
,. t
`1
ALARM AND CONTROL PANEL ACCESS FOR ROUTINE MAINTENANCE
SYSTEM PROFILE NOTES
PROVIDE INSPECTION PORT TO GRADE
TO BE INSTALLED INSIDE MUST BE PROVIDED FOR ZABEL FILTER. 4" SCH40 PERFORATED PVC DOWN TO 1. DATUM IS NAVD 8888
SYSTEM DESIGN BUILDING. ALARM TO BE ON INSTALLER MUST FOLLOW ALL SAND AT BOTTOM LEACHING FIELD,
SEPARATE CIRCUIT FROM PUMP MANUFACTURER'S SPECIFICATIONS FOR PROVIDE 4" THREADED COVER AND 4" VENT, PERT. t
LEBARON LA910 CAST IRON ACCESS RUNS UNDER 2" 2. MUNICIPAL WATER IS NOT AVAILABLE -x
GARBAGE DISPOSER IS NOT ALLOWED PROPER FILTER INSTALLATION PROVIDE CHARCOAL FILTER 3. MINIMUM PIPE PITCH TO BE 1
PORT H-20 CONSTRUCTION. AND INSECT SCREEN 1 2% SLOPE REQUIRED OVER SYSTEM /8 PER FOOT.
ALL SYSTEM COMPONENTS SHALL BE DRILL LAST HOLE IN EACH FEMALE ADAPTOR & THREADED PLUG 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPI \ FIRST FLOOR EL. 42.7' ` MARKED WITH MAGNETIC TAPE OR LATERAL ON TOP TO VENT
41.0' 220+ GAL RESERVE PROVIDE QUICK DISCONNECT FOR PUMP COMPARABLE MEANS FOR FUTURE LOCATION. AIR WHILE LATERAL FILLS 1.5 0 THREADED END CONNECTION TO BE AASHO H-�Q''
USE A 220 GPD DESIGN FLOW
40.5' SCH 40 PVC
PRECAST H-10 2" PRESSURE LINE 1/4" SHIELDED 5. PIPE JOINTS TO BE MADE WATERTIGHT.
R2'0 RS (TYP.) SLOPE TO DRAIN BACK ORIFICES 39.4T
SEPTIC TANK: 220 GPD (2) = 440 (FIRST COMPARTMENT) 6. CONSTRUCTION DETAILS To BE IN ACCORDANCE WITH We ua
220 GPD (1) = 220 (SECOND COMPARTMENT) FLOAT SWITCH INV. 39.3' '--
37.12 o0 0 00 310 CMR 1;5.000 (TITLE 5.) Q Q
SETTINGS: o o q�p o0000 o_c,Q o , La
440 + 220 = 660 GAL. REQUIRED ' �8C * 10" ALARM ON 2" PRESSURE LINE - __o -- o _- ---_-_- off_-_ -_-oa of 7. THIS PLAN IS FOR .PROPOSED WORK ONLY AND NOT TO °d
USE A 2000 GAL. DUAL COMPARTMENT SEPTIC TANK/PUMP CHAMBER COMBO 1.5" INVERTS LEVEL AT 39.3' BE USED FOR "LOT LINE STAKING OR ANY .OTHER
24' PUMP ON PURPOSE. �� Locus
37.37' TEE 6" BOTTOM LEACHI G LEVEL AT EL. 38.8'
220 GPD / (.74) = 297 SF REQUIRED 5" WORKING RANGE
2" CENTRAL FED MANIFOLD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. WeQUQQuet
» CONNECT ENDS
;':a •: PITCH TO DRAIN BACK TO
USE A 456 SF PRESSURE DOSED PIPE AND zABA100LTER s" BAFFLE 5 PUMP CHAMBER- NO LOW SPOTS. 5•0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED LakB cei
STONE LEACHING FIELD IN FIELD ) MIN. 1500 GAL COMP. 12" PUMP OFF - WITHOUT INSPECTION BY BOARD OF HEALTH AND c
CONFIGURATION SHOWN OUTLET TEE W/EXTENSION 3/4" TO 1 1/2" DOUBLE WASHED STONE PERMISSION OBTAINED FROM BOARD OF HEALTH. ago
r:
456 SF X .74 = 337 GPD OK 6"CRUSHED STONE OR MECHANICAL o00000000000000000000o WEEP HOLE SIDE ELEVATION VIEW �c
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
COMPACTION. (15.221 [21) o00000O0o0Oo0000�0�0 CHECK VALVE DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF..ALL=,UNDERGROUND & OVERHEAD UTILITIES
2000 GAL. SEPTIC TANK/ MYEMS SIB 4 • 33.8' HIGHEST LAKE EL. PRIOR TO COMMENCEMENT OF WORK.
SUBMERSIBLE 4/10 HP PUMP Gw FOUND AT EL.=31.s3' LOCUS
I MAP
MA PUMP CHAMBER COMBINATION SYSTEM (OR EQUAL) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE `OCUS MA
APPROVED DATE BOARD OF HEALTH (NOT TO SCALE) (ON BLOCK)
(�9� SLOPE)MIN. . REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. SCALE 1"=2000't
H-20
FOUNDATION w,. 31 SEPTIC TANK.
' 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ASSESSORS MAP 232 PARCEL 13
LEACHING
PUMP FACILITY REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13
LEGEND
13. EXISTING WELL TO BE ABANDONED. LOCUS IS WITHIN FEMA FLOOD ZONE X
14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS (AREA OF MINIMAL FLOOD HAZARD) AS
SUITABLE FOR PUMP CONNECTION PRIOR TO ORDERING SHOWN ON COMMUNITY PANEL #25001 CO562J
99 - EXISTING CONTOUR V-- PUMPS.,ELECTRICAL PERMIT REQUIRED.
X 991 EXIST. SPOT ELEV. *THE INSTALLER SHALL VERIFY THE
DATED 7/16/2014
LOCATIONS OF ALL UTILITIES AND ALL
-[99]- PROPOSED CONTOUR °h 15. WETLAND FLAGGED BY PAUL SHEA OF INDEPENDENT
BUILDING SEWER OUTLETS AND
ENVIRONMENTAL CONSULTANTS, INC.
f98.4 ELEVATIONS PRIOR TO INSTALLING ANY
] PROPOSED SPOT EL.
TH1 PORTION OF SEPTIC SYSTEM d Q
TEST HOLE \ \ C /
2". SLOPE OF GROUND I •,• /
i� �---j•"D2 � /• O 20
`Q-) UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING v W 15 TEST HOLE LOGS
PROP. WORK 37 L` 13 TDH -OPERATING POINT
LIMIT INE `�
OVIDE 67' OF 40 MIL LINER AT\ a o ENGINEER: DANIEL E. GONSALVES, SE13587
o'S a FF SAS IN AREA SHOWN. TOP AT \ \ < 10
C MAP 232 PA A DON D
��0. ELEV. 39.47', BOTTOM AT EL. 35.47 t PARCEL 13 = WITNESS. ESMARAIS
O 1.10 ACRES 14 R
c O \ J S
48,043t S.F VARIANCES REQUESTED: < DATE: 4/6/21
o 0
UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: 0 5 PERC. RATE _ < 2 MIN/INCH
0' OFF (VIII): REDUCTION IN SETBACK, SAS TO BVW (100' TO 55.0')
& SEPTIC TANK TO BVW (100' TO 57.4') CLASS l SOILS P# 21 -94
39 0
B12 25 50 75 100
`y1� `yet `39� CAPACITY. - GPM ELEV. ELEV.
APP T ��o� / PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP ..
4 2
i
13) ST. K T PROP. VE,N� / :'/ A A
9 5' REMOVAL OF UN LE ED LS LS
•°,° AROUND PERIM OF LEA i F IL'I
ON- DOWN TO SUIT LE sot PL _ w . ,. .: 1 OYR 3/1 1 OYR 311
r _ _
WITH CLEAN , SA .' O ET 1 0
EXST. , _,��°,e'" wPY SPEC�TI S OF 1 15 (3 611
F - - E , B B
_ / 38 0
CLEARING
EXIST. °, j
/ LS LS
/ COTTAG 1OYR 4/6 1OYR 4/6
L.. FF 42.7'
_..... X_ 40 9 _Y �. �'' 36 37.0 33" 37.25'
3/*
LA ►E WEQUAQUET N
810
BENCHMARK I S� �p /e C C
DOOR THRESHOLD OF PERC
- C\.._� EL. = 42,76' I 39 '
5.0 M/CS M/CS
10% GRAVEL 10% GRAVEL
� LEACHING DETAIL N.T.S
50 36 /••' ) 2.5Y 7/4 2.5Y 7/4
PRO
P wEIL /
Bs a ./
q-- _......_._... /• '' 102" 31.5' 102" 31 .5'
Bs
GW ENCOUNTERED AT EL.=31.83'
Scale: 1"= 20' ORIFICE SHIELD OS200
HIGH POINT OF LAKE AT EL.=33.8' (USE FOR ADJ.)
ORENCO SYSTEMS INC
PH. 1-800-348-9843
• 0 10 20 30 40 so' FEET l J � .• 2.0"0 SCH-40 PVC LATERAL OR EQUAL.
T I T L 36 �
5 SITE PLAN
G>
�� Q OF
MIM "QUAQUET' /� E' 1/4"0 HOLE AT 4 O.C.
O SNAP-ON
\ ALTERNATE BETWEEN TOP SHIELD 342 NYE'S NECK RD.
' a & BOTTOM OF PIPE•
►� woroc 37 232 PARCEL 13
ool, �gl�' o „sN ,�;p„ "�'� a ° CRES
ieo43± EXACT DIAMETER HOLES DRAINAGE SLOTS osv�asr,wnw"' 'a'r' SHOULD BE SHOP DRILLED WITH CENTERVILLE, MA
A DRILL PRESS TO ENSURE
��.,► UNIFORMITY. REMOVE BURRS
PRIOR TO PLACING PIPE. PREPA
RED FOR
Zmmw&of 3Q APP RICHARD' KRAMER
�6 �`� •\ � �EARN� r•-L�. � ~`HOFM,gss ��'�,��OF�ass9�� DATE: APRI t,� L 29 2021
1 �so� DANIEL '
r��o ���°%*�oc • o,° cC DANIELA. c, :� M
' 4
PRO D ^� R Q u P OJALA o A. a
�u C]� fro 0 4'/ JALA
Z�ti�Li I�EQUAQUEL ; � CIVIL � v NoO40 80 � Scale: 1"= 20'
bHE 120�i` TO I �� i o No.46502 .
'7_._PB N 37 a..,an 39 38 �0� c� ' 1>ti ! o '
.� S PTIC �c
,� ...�..._... •�. 35 � / •• 0 10 20 30 40 50 FEET
. .......- ..�...�. .-- a won �6 ' ELA. r��ec`
o
..._9... I� CIVIL N
• a _ ;, OJALA I off 508-362-4541
No.4U5O2
No.ao9so �.
\ "Po �P �� fax 508-362-9880
FFss\0 downcope.com
`A 'ONAL E�� `. 0 SURv • •
indown cafe eng�neering, c.
civil engineers
land surveyors
Scale: 1 - 40' 939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
LICE #21 -086
0 20 40 60 80 100 FEET
21-086 KRAMER.DWG
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