HomeMy WebLinkAbout0342 NYES NECK ROAD - Health (3) 3 �� Ny�s �� ✓cm�
C
al-I 7�7
Town of Barnstable
Board of Health
BAMSTABL& 200 Main Street,Hyannis MA 02601
Office: 508-862-4644 John Norman,Chaimnan
FAX: 508-790-6304 F.P.(Thomas)Lee,P.E.
Donald A.Guadagnoli,M.D
Daniel Luczkow,M.D.Al
March 7, 2022
Mr. Daniel A. Ojala, P.E., P.L.S.
Down Cape Engineering
939 Main Street, Route 6A
Yarmouth Port, MA 02675
RE: 342'Nyes Neck Road, Centerville A= 232-013
Dear Mr. Ojala,
You are granted variances on behalf of your client, Richard Kramer, to construct
an onsite sewage disposal system with pressure dosing at 342 Nyes Neck Road,
Centerville, Massachusetts.
The following variances were granted:
Section 360-1 of the Town of Barnstable Code: To construct a soil
absorption system 55 feet away from a bordering vegetated wetland, in
lieu of the 100 feet minimum separation distance required.
Section 360-1 of the Town of Barnstable Code: To install a septic tank
57.4 feet away from a bordering vegetated wetland, in lieu of the 100 feet
minimum separation distance required.
These variances were granted because the physical constraints at the site
severely restrict the location of the septic system components due its close
proximity to wetlands in the area.
Sincerely yours,
Abhn
�z
man, Chairman
Q
W P\ 1 342N Ojala esNeckRoadCenterville July 2021.docx
Y
l
DATE: /
$95.00 FEE*: _
MASS. Town of Barnstable REC.BY:s639• �0
Board of Health
SCHED.DATE:
200 Main Street, Hyannis MA 02601
Office: 508-862A644 ,
` o John T.Norman
FAX: 508-790-6304 a'r Donald A.Guadagnoli,M,D.
Paul J.Canniff,D.M.D.
F.P.(Thomas)Lee,Alternate
VARIANCE REQUEST FORM
LOCATION
Property Address: 3 NCC `== R-0:9 t1,,
Assessor's Map and Parcel Number: 2—:3,2-r 13 Size of Lot: - C q Ct,Gres
Wetlands Within 300 Ft. Business Name: -Down Ou, , enq I Vt ez.I-1 ywj , i na
Subdivision Name: N I 14
APPLICANT'S NAME: GI. NWd Phone 506-7 (40r LfZQL-
Didthe owner of the property authorize you to represent him or her? Yes _ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: 1 c h a rd KYq m-Q y Name: Down CUIL— L n w ylym i n q , 1 n e.
Address: I`1 5 N U eS N 4-- Rcj EG sty Address: �13fl. P—6 U# &P , �Ct.tr rn o tI�
C e rl•t�ry i I l.�.r
Phone: G0$--3&2-b660( Phone: 509-3(o2— 14G4J
EMAIL: I 11 f-0 oW t1
VARIANCE FROM REGULATION(tncl.Reg.Code a) REASON FOR VARIANCE(May attach separate sheet if more space needed)
NO.- rreclvotioh in se+�ac�-� P i V1bd to Wdia ld_ reSaurc� aMas/
sAS; •i-0 a VV (t 001 +0 5r.o�� C ' 'o►'LS.
ran 61 Sf—bji C; tGt 6 K -I-b RV W %Z\ rov'sdc .
(.i 00,' •t0 57,L{') _
NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
71ease submit fast four on list as S collated packets.
A. Five(5)copies of the completed variance request form
13. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or
secondary treatment unit(S.T.U.).
C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
health(@town.bamstable.ma.us *(Pool Plan-5 hard copies)
D. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic
/ version.
A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or RS.
Signed letter stating that the property or business owner authorized you to represent him/her for this request
Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or
local sewage regulation variances only).
Full menu-Five(5)copies of full menu submitted(for grease trap variance requests only).
_ Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New
owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an
increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance").
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED John T.Norman
NOT APPROVED Donald A.Guadagnoli,M.D.
REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D.
Qr\Application Forms\VARIREQ Rev Jan 1-2020.docx
_ r I
Board of Health Title V Septic Variance Abutter Map for Subject Parcel 2320i3 'Town of Barnstable
Direct abutters(no set distance)and the properties located across the street. GI'S Unit
gis@town a.Irnstable.ma.us
N.
232006 J 232008 Legend
° C
Subject Parcel
�- Abutters
a 232004
f = ❑Parcels
232003
232078 —Town Boundary
— Railroad Tracks
Buildings
J23201 { Approx.Buildi
r* J Buildings
232002
yl:
Parking Lots
't
Paved
Unpaved
i Roads
E Ij 232007 ;1 j Paved Road
t Unpaved Road
Bridge
z 232017 /! ® Paved Median
133 Water Bodies
- l
fm This map is for illustration
�. 232013 purposes only.It is not adequate
for legal boundary determination
or regulatory interpretation.This
map does not represent an
on-the-ground survey.It may be
generalized,may not reflect
current conditions,and may
„1 s contain cartographic errors or
omissions.
Parcel lines shown on this map are
only graphic representations of
Assessor's tax parcels.They are
not true property boundaries and
` do not represent accurate
i relationships to physical objects
on the map such as building
locations.
O
0 88 175 ft.
1 inch=approx. 175 ft.
Printed on:6/9/2021
Board of Health Title V Septic Variance Abutter List for Subject Parcel 232013
Direct abutters(no set distance) and the properties located across the street.
Parcel ID Owner i Owner 2 Address Line 1 Address Line 2 City State Zip
232001 YOUNG,ANDREW R&ADELAIDE C DOBBY REALTY TRUST 91 BREWSTER DRIVE NEEDHAM MA 02492
TRS
232002 BROCK,MELVINA H TR %KRAMER,G RICHARD TR 237 N MAIN STREET APT SOUTH YARMOUTH MA 02664
204
232007 BARNSTA 3LE LAND TRUST INC 1540 MAIN STREET WEST BARNSTABLE MA 02668
232012 KRAMER,G RICHARD&KENNETH 148 NYES NECK ROAD CENTERVILLE MA o2632
EAST
232013 CROSBY FAMILY LP %KRAMER,G RICHARD TR 237 N MAIN STREET APT SOUTH YARMOUTH MA 02664
204
Page i of i Total Number of Abutters:5 Report Generated On: 6/9/2o21 1:29 PM
This list by itself does NOT constitute a"Certified List of Abutters"and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required,you must contact the Assessing Division to
have this list certified.
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 tIAVD 88
SYSTEM DESIGN. BUILDING. ALARM TO BE ON INSTALLER MUST FOLLOW ALL SAND AT BOTTOM LEACHING FIELD,
SEPARATE CIRCUIT FROM PUMP 4" VENT, PERF.
MANUFACTURERS SPECIFICATIONS FOR PROVIDE 4" THREADED COVER AND RUNS UNDER 2" 2. MUNICIPAL WATER IS NOT AVAILABLE y
PROPER FILTER INSTALLATION LEBARON LA910 CAST IRON ACCESS PROVIDE CHARCOAL FILTER
GARBAGE DISPOSER IS NOT ALLOWED 2% SLOPE REQUIRED OVER SYSTEM PORT H-20 CONSTRUCTION. AND INSECT SCREEN 3. MINIMUM PIPE PITCH TO BE 1/8" 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 GPI = 220 GPD FIRST FLOOR EL. 42.7' PROVIDE QUICK DISCONNECT FOR PUMP MARKED WITH MAGNETIC TAPE OR LATERAL ON TOP TO VENT
220+ GAL RESERVE COMPARABLE MEANS FOR FUTURE LOCATION. AIR WHILE LATERAL FILLS 1.5 � THREADED END CONNECTION TO BE AASHO H-�Q
USE A 220 GPD DESIGN FLOW
SCH 40 PVC
20 GPD 2 = 440 FIRST COMPARTMENT PRECAST H-10 40.5' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
( ) ( ) 2' PRESSURE LINE 1/4" SHIELDED
SEPTIC TANK: 2 RISERS (TYP.) 39.47'
2 SLOPE TO DRAIN BACK ORIFICES 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 15.000 (TITLE 5.) q1-4
q
440 + 220 = 660 GAL. REQUIRED 10" SETTINGS: oo _0 - _ 00 _0§_ _- - _ 00000 000 o
COMPARTMENT SEPTIC TANK PUMP CHAMBER COMBO 38.0'f* '� TEE ALARM ON 2" PRESSURE LINE � o o _��___0s2___9Q of ke od
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
USE A 2000 GAL. DUAL /
1.5" INVERTS LEVEL AT 39.3' BE USED FOR LOT LINE STAKING OR ANY OTHER Locus
24" - PUMP ON PURPOSE.
37.37' TEE 6" BOTTOM LEACHING 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. Wequaquet
USE A 456 SF PRESSURE DOSED PIPE AND ZABEL FILTER 6" BAFFLE 5"
PITCH TO DRAIN BACK TO CONNECT ENDS
(Al0 PUMP CHAMBER- NO LOW SPOTS. 5.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Lake
STONE LEACHING FIELD IN FIELD ) MIN. 1500 GAL COMP. 12" PUMP OFF WITHOUT INSPECTION BY BOARD OF HEALTH AND
CONFIGURATION SHOWN OUTLET TEE W/EXTENSION 3/4" TO 1 1/2" DOUBLE WASHED STONE PERMISSION OBTAINED FROM BOARD OF HEALTH. a`oc
456 SF X .74 = 337 GPD OK o 0 0 0 0 0• o 0 0 0 0 . WEEP HOLE �c
6" CRUSHED STONE OR MECHANICAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C O SIDE ELEVATION VIEW 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
COMPACTION. (15.221 [21) - O O O O O O O O O O CHECK VALVE DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
2000 GAL. SEPTIC TANK/ MYERS SRM 4 33.8' HIGHEST LAKE EL. PRIOR TO COMMENCEMENT OF WORK.
SUBMERSIBLE 4/10 HP PUMP Gw FOUND AT EL.=31.83' LOCUS MAP
MA PUMP CHAMBER COMBINATION SYSTEM (OR EQUAL) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
APPROVED DATE BOARD OF HEALTH (NOT TO SCALE) (ON BLOCK)
( 2 % SLOPE)MIN. REMOVED BENEATH AND 5' AROUND THE PROPOSED SCALE 1"=2000't
LEACHING FACILITY,
H-20
FOUNDATION 31' SEPTIC TANK 13' LEACHING
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ASSESSORS MAP 232 PARCEL 13
LEGEND
PUMP FACILITY REMOVED OR PUMPED AND FILLED-WITH. CLEAN SAND.
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
--- - 9 - EXISTING CONTOUR
SUITABLE FOR PUMP CONNECTION PRIOR TO ORDERING SHOWN ON COMMUNITY PANEL #25001 CO562J
V� r
X 99.7 EXIST. SPOT ELEV. *THE INSTALLER SHALL VERIFY THE c / PUMPS. ELECTRICAL PERMIT REQUIRED. DATED 7/16/2014
-[99]- PROPOSED CONTOUR LOCATIONS OF ALL UTILITIES AND ALL ��
BUILDING SEWER OUTLETS AND 1 WETLAND LAGGED BY PAUL SHEA OF INDEPENDENT
ENVIRONMENTAL CONSULTANTS, INC.
[98.4] PROPOSED SPOT EL. ELEVATIONS PRIOR TO INSTALLING ANY /
TH1 PORTION OF SEPTIC SYSTEM \ Q
- ..
TEST HOLE \ \ C4 C3
2� SLOPE OF GROUND 1 "D2 -� Q 20
UTILITY POLE / \ 3
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING W 15 TEST HOLE LOGS
PROP. WORK \ 37 W OPERATI G POINT
�'` 13 TDH
LIMIT INE OVIDE 67' OF 40 MIL LINER AT 5' a f o ENGINEER: DANIEL E. GONSALVES, SE #13587
�('y FF SAS IN AREA SHOWN. TOP AT \ \ (� Q 10
ELEV. 39.47', BOTTOM AT EL. 35.47't MAP 232 PARCEL 13 ) _ ° WITNESS: DON DESMARAIS
gyp\ \ .48 ACRES t -� 4 6
20,909t S.F VARIANCES REQUESTED: F_ - 21
DATE: / /
\ 36 \ 13t UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: 5 PERC. RATE _ < 2 MIN INCH
O'..OFF (VIII): REDUCTION IN SETBACK, SAS TO BVW (100' TO 55.0')
& SEPTIC TANK TO BVW (100' TO 57.4') CLASS I SOILS P# 21 -94
�b 39 �F 0 / o
2 25 50 75 100
/.•• tl1 CAPACITY - GPM ELEV. ELEV.
App T � . \ �Ro� /' PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP O" Q 40.0' o" Q 40.0'
13) ST. K T `PROP. VEN / / A A
1 / 5' REMOVAL OF UN LE ED LS LS
7
y a 9 /
AROUND PERIM_ OF LEA I F ILIT ,
p 8, / DOWN TO SUIT LE S01 PL .� k iOYR 3/1 10YR 3/1
N ! WITH CLEAN SA 0 EET 10 7"
/ EXST. _I- \`1Ewp`! / SPECI l�ATII S OF 1 15 (3 btt 38 O' .y
CLEARING ' " * uR / / B B
/. LS LS
.•• EXIST. AG .
COTT E / ,
1OYR 4/6 1OYR 4 6
�\ L... FF 42.7' 40.9 � - . • 36 37.0 � /
X / /' 33 37.25
A� 50 OFF g\�jy�-••�� I / p / Q 0
�� a _ I �s LA��E WEQUAQUET o N-- J -
I 'o. � /'610
------J �' BENCHMARK I cS� D� /g�1`N C G
DOOR THRESHOLD 0 PERC
/ EL. = 42.76' Q 39 3a / EpG
IJ.O M/CS M/CS
-bi G 10% GRAVEL 10% GRAVEL
LEACHING DERAIL (N.T.S)
50 2.5Y 7/4 2.5Y 7/4
PROP
Bs
31 .5
- - - I B9
GW ENCOUNTERED AT EL.=31 .83'
Scale: 1"= 20'
ORIFICE SHIEED INC HIGH POINT OF LAKE AT EL.=33.8' (USE FOR ADJ.)
ORENC.O SYSTEMS INC
0 10 20 30 40 50 FEET I 2.0"0 SCH-40 PVC LATERAL OR EQUAL.
O-348-9843
Sao 36 J �.�
D / \ hill ITLE 5 S � TE PLA
^0�
OF
LAKE WEQUAQUET 1/4"0 HOLE AT 4' O.C.
1 o Q SNAP-ON
• ,/''• \ -36 � Q 9 ALTERNATE BETWEEN TOP SHIELD 342
NYE'S
�&. BOTTOM OF PIPE. Eu` RD.
37 232 PARCEL 13
jp• o a a 20�� EXACT DIAMETER HOLES DRAINAGE SLOTS
'' ,Sr18� `b• 35 0 \ SHOULD BE SHOP DRILLED WITH CEN-FERVILLE,
A DRILL PRESS TO ENSURE
/ 36 UNIFORMITY. REMOVE BURRS
PRIOR TO PLACING PIPE. PREPARED FOR
39
RICH D
�'�i12 ,•`R APP 13) PROP. �/• /•• R A N/i
E R
6
37
Y EARING
� �g \\\ � E%ST. �•amr �� �,�/ o � DATE: . APRIL 29, 2021
L
�c9 0 f►+s.r
PR0 S D A���� AJ Q p %��+ + � c Scale: 1 = 20
HEM �O E us wELL / a I o 40'/ LAKE IILQUAQUET ���P Sys o�a`�DANIE.t_ 9 ^ �
`O/200+ To c �-' a� ., " c
DANIELA. N
\- IN O a -':'° 39 250 ci\ GALA ��. C,1AI fi,
SEPTIC 3� 5� CIVIL 0 10 20 30 40 50 FEET
...._ •-� = 35 / o No.46502 No.4U:)•3)
41
1 s T e ��
SS�ONAI. �G qN0 SUR 1
off 508-362-4541
/ fox 508-362-9880
I downcope.com
dowo cope engineering, Inc.
civil engineers
--� land Surveyors
J 939 Main Street ( R to 6A)
Scale: 1 = 40 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
LICE #2 > -0U 6 0 20 40 60 80 100 FEET
21-086 KRAMER.DWG