HomeMy WebLinkAbout0002 WINDING COVE ROAD - Health 2 Winding"Cove %4
A= 076"034
i Marstons Mills
I
I
I
l
'Z dt/iN61 'W"ARNSTABLE r., C
LOCATION L+71f Vc L�am ' fl, �,�'/A SEWAGE # ff L�
VILLAG YL(AA AWO 7 Y//ASSESSOR'S MAP & LOT 02&-O 1 y
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY (Soo Gam- f
LEACHING FACILITY: (type) 4A. CJ� (size)4l•5-X «.0
NO.OF BEDROOMS 5
BUILDER OR OWNER tV �
PERMITDATE: - a-y OMPLIANCE DATE:
Separation Distance Between the: i
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 ,PS � i
13
14
® A -� 3-7
43
14 3
Lf
{
No. FEE
C®MMONWEAL111 ®F MASSACHUS ETTS
Board o Healthy �`�U f A� Tf� � , MA.
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application fora er to Construct Repair( ) Upgrade( ) Abandon( ) - W-romplete System ❑Individual Components
Locatio Owner's Name (�
Map/Parcel# . 7 S Address
Lot# j Telephone# �-,'� 2 Z 14 4p
Installer's Name Te, G.ST I C Designer's Name
Address J� Address
NDu R —AIRs oN'5
Telephone# Telephone# ] ,-0,0 S-5
Type of Building 51/v �i /�L� (✓�C'� Lot Size .5(o,1900 sq.ft.
Dwelling-No.of Bedrooms J Garbage grinder
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) 550 gpd Calculated design flow Design Design flow provided 5 59 gpd
Plan: Date /vAy v, /15"I Number of sheets ez-- Revision Date
Title '-5,U � A,NA -3SE I Icr 't�ei/-lkin�
Description of Soil(s).
Soil Evaluator Form Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned es to' e above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees o of to la tem in operation until a Certificate of mplian a has been issued by the Board of Health.
Signed Date 9
CI
Insp s -
No. s FEE
4 COMMONWEALTH Of MASSAC14US ETTS �r"
Board of Health, B A 1?N 5T1 9 1- , MA.
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application fora er ' to Construct Repair( ) Upgrade( ) Abandon( ) - VC,omplete System ❑Individual Components
F
Locatio f Owner's Name W l Z�
Map/Parcel# 7tol S Address '
Lot# Telephone# L j�k 2 Z L) lv
Installer's Name V20y" C-,I 60,(,v Designer's Name A►N s(j gyfd
�
Address '":[-N DV-,rl—2 Address 4 0 d l NDuf Q-`F[W• MAjas Ib NS l t-L 5
Telephone# - Telephone# 2.9 --00 5'j `
c _ �
Type of Building -/1 N A 6 Ti M t ?L-!1 ar U Lot Size 561 B Q 0 sq.ft.
Dwelling-No.of Bedrooms o Garbage grinder
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min.required) 550 gpd Calculated design flow Design flow provided gpd
r Plan: Date MRV Z/, /9177 Number of sheets IZI Revision Date
Title A tJ b 5 S I-T ic— (h -14kVJ
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
a �
DESCRIPTION OF REPAIRS OR ALTERATIONS
r
The undersigned64s to in�t, a above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees o of to la Ae t e,s tem in o eration until a Certificate of mplian a has been issued by the Board of Health.
Signed 7/ Date
Insp s
tA
No. —� FEE
Board of Health, A�l�l-5i AE(.Li MA.
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) omplete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ,Repaired ( ),Upgraded ( ),Abandoned ( )
at 4,O� 7 Z �i✓t Ll Ohs �o l� Q^ Tl�"'J J
j.
has beenlinstalled in accor rice with the ro 'sions 3 0 CMR 15.00 (Title 5) and the proved design plans/as-built plans relating to
,application No. q—�I a dated Approved Design Flow �� (gpd)
Installer [�
Designer: Inspector: Date:
T1►e issuance of this permit shall not be construed as a guarantee:.that the system will function as designed.
No.`�I J FEE�/
COMMONWEALT14 Of MASSAC14USETTS
Board of Health, IN?-Ogp"aus MA.
.a+
DISPOSAL. SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct( Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
at - as described in the application for
Disposal System Construction Permit No. �� dated:
qq n
/
Provided: Construction shall be completed
//within three years of the date of this permit. All local conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health \1
2 TOWN OF BA.RNSTABLE � C
LOCATION tI077.9' V("bqC0 e�a-� SEWAGE #
VILLAGE L ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. G
SEPTIC TANK CAPACITY 1,500 Qo-
LEACHING FACILITY: (type) 560rA- .1� (size)
NO. OF BEDROOMS `5
BUILDER OR OWNER — -
PERMITDATE: �4 •9`/ COMPLIANCE DATE:
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
O
I' o
2 �fr�il6i � ARNSTABLE ., C ,,
LOCATION k"7? 0:g�cxnc_,,fr_ SEWAGE #
VII LAGS dXoASSESSOR'S MAP & LOT Q -
INSTALLER'S NAME&PHONE NO. a�* cam,
SEPTIC TANK CAPACITY «OO
I
LEACHING FACILITY: (type) P _�( -ctW ' (size)4 UX
NO. OF BEDROOMS
BUILDER OR OWNER t
PERMITDATE: 41 . 'l.N - 95' COMPLIANCE DATE:
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 byjy
-------------------------------- - -------—- f
J
13" 1 i
/4 -3
8-3 LJ,7
;�
I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE BENCHMARK / 28
IN ACC09DANCt WITH THE PROCEDURAL AND TECHNICAL NAIL IN PA VEMENT vy°E
STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN ELEV.=100.O'(ASSUA(ED) ./ ' LOT 79 R� LOCUS
THE WEALTH OF MASSACHUSETTS. lz
PA UL A. MERITHEW, P.L S. DATE
AS � o COVE
/LOT 34 y V�
LOT 78
WINDING COVE AREA = 56,800fSQ FT a c�D�
CIRCLE: I N E��
215'8� o
R=130.00
LOCUS MAP
LOT 77 ti I 1
ASSESSORS MAP- 76, LOT 34
o I 9 1 PLAN REF; 375/92
W I °� �� RES.. ZONE.• "RF"
RASERVE 104I c� FLOOD ZONE. "C"
46' S. 41.5' W 102 GROUNDWATER PROTECTION
} N F-0--1 �� � O VERLA Y DISTRICT "A P
e moo,
SITE PLAN OF LAND
r LOCATED AT
o i
/
LOT 78, WINDING COVE CIRCLE
LOT 57 14 / 26. 0' / / O1' BARNSTABLE, MASS. `� of MAssq
3770 / ./ 24.O' ?b
, ,014; O PREPARED FOR:
WILLIAM
Q► / w -
r /j/ //. / /i/ /,i • � /�j% T f�% / / LIEBERMAN y
�06 ;/ ,;PROP. 5, /,; � , ;-, . ;; , ;; o , JIM WASKIE'WICZ 9 No. Y39J1,O
O // 'BEDRODMS; 16,
MAY 21, 1999 NAL
14.3 q
39.9' j
36. 0 � 1
' � �O
GRAPHIC SCALE l
• O 30 0 15 30 e0 120
( IN FEET )
1 inch = 30 fL
ch0 6 I YANKEE SURVEY CONSULTANTS
00 9 I P.O. BOX 265
UNIT 1 408 INDUSTRY ROAD
i
� 0 MARSTONS MILLS, MA. 02648
i S5948'37"W LOT 55 201.35' / I PH.(508)428-0055 — FAX(508)420-5553
JOB 51926
J
EL. 106
TOP OF FOUNDATION 20' MIN.
10' MIN. . CONCREM CO VERS 4" SCHEDULE 40 P. VC
MIN. PITCH 1/8 PER AT.
105 2"LAYER OF
CONCRETE COVER I LAY/2«
WASHEDS7VAW
EL=105
4' CAST IRON PIPE
R EUAQ
PII7CH1/4 PERTMUM FT
CLEAN SAND 3
10 FLOW LINE 5
INVERT 110" 1e' .VAX RUN EL=102.8' MAX
EL.— m —
— 103 CAS IN �6 SUM LEVEL 0 00° O O O O O O E3BAFMS
INVERT EL.-102.55 INVERT, INVERT o 0 0 0 o a o 0 0 °°°8 L - 100.0
EL.= 102.8' EL.= 102.45 EL.= 102 2_ 49 ° ° o
(M BE PLACED ON PMV BASE) DISTRIBUTION EL.=10,2 4
3 - CHAMBERS 6'6" LONG X 4' 10" WIDE
AfWHANICALLY COWAC7= OR 6" OF S7VNE BOX BY 34" H)CH ( 2' EFF DEPTH)
1500__GALLONS TO BE WATER TESTED 12.83' X 42' X Z' TRENCH FORMATION
IF MORE THAN ONE OUTLET
SEPTIC TANK
(H Low ) PLACE ON 6 S71�NE 314 1_�N SOIL ABSORPTION
WASHED PROFILE OF SYSTEM SAS
SEWAGE DISPOSAL SYSTEM Bo"OM OF TEST HOLE ELEV= 87'
NOT TO SCALE NO OBSERVED WATER SAVE
OBSERVATION HOLD' 2 ELEV 105.5 99 0'
PERCOLATION RATE S�_ MINI INCH A=_T _1e"INCHES OBSERVATION HOGS 2 ELEV.PERCOLATION RATE _ A@V./ INCH
DEPTH TEXTURE DEPTH TEXTURE
O"-24" LOAM AND SURMIL
24"72" NEV M FINE SAND O"--24" LOAM AND SUBSOIL SN OF
72'-144" CLEAN MED SAND 24 -144" CLEAN MED SAND
GENERAL NOTES G
wILuAM
LIEBERMAN r;
No. 239/i
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO WATER ENCOUNTERED NO WATER EJYMUNTERED FsT e �o
TITLE 5 AND THE TOWN OF _BARNSLlY_LE____ RULES AND FS ioNAL
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 584,9
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO P NUMBER___________ \�,1 s
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE, OF SOIL TEST 7/29186 SOIL TEST DONE BY P. SULLIVAN (BARTER & NYE)
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: RB.0.H.
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CALCULA TIONS:
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS5
4) ANY MASONARY UNITS USED TO BRING COVERS T o GRADE SHALL GARBAGE DISPOSAL . NO
BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW
5) NO DETERMINATION HAS BEEN MADE AS 710 COMPLIANCE WITH USE 3— 500 GALLON LEACHING CHAMBERS ( 110__GAL/BR/DAY x _5___ RR) 55o CAL/DAY
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 4' APART WITH 4' OF STONE SIDES AND ENDS REQUIRED SEPTIC TANK CAPACITY 1500 GAL
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. AND 2' EFFECTINVE DEPTH
6) UTILITIES SHO WN ARE APPROXIMA TE ONLY, EXCA VA TION CONTRA C70R (41.5' LONG X 12.83' WIDE X 2' DEEP) SOIL CLASSIFICA TION . . . . . . . . 1
IS TO CALL "DIC— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN.
PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . .74 CALIDA Y/S.F.
7) CONTRACY19R IS 7V VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE) 559 CAL/DAY
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . . . 559 CAL/DAY
8) ZONE__PARCEL IS IN FLOOD _"C" .
- �. • B077t7.Y (4l.5 X 12.B3 X .74)= 394 GAL,bA Y
9) LOT IS SHOWN ON ASSESSORS MAP _76_ AS PARCEL _34 SIDES (41.5 X 12.B3) X 2 X 2 .74 = 160 GA41DAY
7`07AL = 559 GA41 DAY JORI 51926