HomeMy WebLinkAbout0137 WIANNO CIRCLE - Health 137 WIANNO CIRC,L C
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',,/ TOWN OF BARNSTABLE
LOCATION 137 ��' /f9 n r,G C,K : SEWAGE # S.1 �VILLAGE tz X W, 11 ASSESSOR'S —
MAP & /
LOT `
INSTALLER'S NAME&PHONE NO. 7 7?
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) y TA y A C ti �S (size) I,k.2 X .2 O
NO.OF BEDROOMS 2
BUILDER OR OWNERi e F �,a ( f`
PERMITDATE P1 COMPLIANCE DATE: 11400
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 3' ' 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
f
M
�J
Q
z _ s � �
lNo. ,. � Fee L'
! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Zipplication for Miopozar *p.5tem Con6truction Permit,
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) mplete System El Individual Components
Location Addressor Lot 4. O er's N Addre and Tel.No.
Assessor's Ma,/Paz el rn
Inst ller's N e, ddr s ,and el.No. i�� e,�ig►Ier' ®�Address d Tel. ,c-
pd. �o � col MA R -a9I -ra " dab
Type of Building: 13AIA,-4) C- G
Dwelling No.of Bedrooms� Lot Size J sq. ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 1111 gallons per day. Calculated daily flow /1,;0 gallons.
Plan Date Number of sheets 1 Revision Date
Title ')•
r Size of Septic Ta er 0 1 Type of S.A.S.
Description of Soil a6 ,l I l e /Y
Nature of Repairs or Alterations(Answer when applicable)
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 ' le 5 of the Environmental Code and not to place the system in operation nti� Certifi-
cate of Compliance has been-issu e It , )
Signed � '^' �`' "� Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued Zd17
N� .a.s' y,�,d•K.n,.-y+.�.:1?,,yr1.•y 7. „tom...r.,..y n,�.•i�..r• s,•} y n, _ h _ _ } ,.��.:
No. S / _ 4 _a Feei
4'' r 4
- - - '"THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes., 4
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
Application for Mi-4pooar *p�tem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Vomplete System ❑Individual Components
�.00ca�tion Address or Lot o, O er s Nam Addre and Tel.No. /)
10i;t 0q ,i 37 �a nr�o �Grcle C "P�v►�� t^i�c��l Q pQ4le-1z/J
Assessor's Ma /Paz 1 ® ,^fy
Inst ler', a dd s an el.No. %De i is am Address and Tel���i.�
pren
MA
�?9 lrrl
Type of Building: ie f v�� C,� 1 _ 1.l`'tl(o �� ��«1
Dwelling No. of Bedrooms-- Lot Size .. sq.ft. Garbage Grinder( )
Other.-. .... .. Type of Building No.of Persons Showers( )' Cafeteria( )
~'",-Other Fixtures
Design Flow gallons per day. Calculated daily flow 413, 19 gallons.
Plan Date a - Number of sheets 1 Revision Date
Title -
Size of Septic Tank) 11,600 1 Type of S.A.S.
Description of Soil fi 4)10,1r--
P/
Nature of Repairs or Alterations(Answer when applicable)
{
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 ' le 5 of the Environmental Code and not to place the system in operati3 ntil� Certifi-
cate of Compliance has been issu d
Signed / W C) Date y
Application Approved by IF (f - Date Zv
1 ,.,Application Disapproved for the following reasons
"
Permit No. S Z -Date Issued
_s THE COMMONWEALTH OF MASSACHUSETTS
- BARNSTABLE, MASSACHUSETTS
Certificate of "(Com fiance
THIS IS TO CE -TIFI;that the On-site Sew�e Dispoo�sal System Constructed( Repaired( )'Upgraded
Abandoned( by ��
at . / Gl.v, t'r has ben constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. r` dated
Installer Designer t n -A
The issu jo this ermit shall not be construed as a uarantee that the s ps-em willl�function ap/esigne�J�IVA
Date � p PNY-el—IAI 1 t l���(� guarantee
L inspector /�,../��r to AAA A vi�
-�
/ --
. �--------------------------
J—
No Fee r
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Mi!6pogar 6 otent Construction Permit
Permission is hereby granted to Construct( L Repair( )/Upgrade( Abandon( )
System located at l 7 •�M,wO C " GV -)-Abandon
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction st be completed within three years of the date of this permit.
�Date: y Approved by-�'�
_ -
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----- 23�2� 101 _ 141'o QI o
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._ - - �. .worm m ow•w.r n .!
TOWN OF BARNSTABLE
Lt3CATION 37 W>A n H(� C n ; SEWAGE # 9
VILLAGE a S JZ �' /� ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY,, S6 0
LEACHING FACII.TTY: (type) TA-" h ,S (size) ,k 2 x '�O
NO.OF BEDROOMS 3
BUILDER OR OWNS
t
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum'Adjusted Groundwater Table and Bottom of Leaching Facility '� 3' I Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) l; Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
{ Furnished by
oT
TOWN OF BARNSTABLE
1,0�,A"PION 139 LU t AQ aJ® c:A-I ctr SEWAGE #95f — S Zl
VILLAGE o ASSESSOR'S MAP & LOT20Y.
INSTALLER'S NAME&PHONE NO. &r-- k 99F®p N,fy
SEPTIC TANK CAPACITY Is-oo a.s-r-
LEACHING FACILITY: (type) �, � t ,A�co, _ (size) - Z'XZ X 7-0
NO.OF BEDROOMS 3 TR�I es
BUILDER OR OWNER RP-ck jE RCdZe-
PERMITDATE: COMPLIANCE DATE: oa
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 23.1 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
ti
IN
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Il�p 1�J3
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1" z9�
1 2 '
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LEGEND .Design Schedule ELEVATION �-- Leaching Area Requirements
EXISTING PROPOSED
- — TOP OF FOUNDATION 34.50 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD
Edge of Pavement - FINISHED BASEMENT FLOOR 27.00
Sewer Pipe s -- FINISHED GARAGE FLOOR — 34.00 ADDITIONAL 50% FOR GARBAGE DISPOSAL NA GPD
Water Pipe w —
y Drain Pipe SEWER INVERT AT FOUNDATION 3110
$ Gas Pipe -------------G SEWER INVERT INTO SEPTIC TANK 30.85 PERC RATE = 2 MIN. / INCH (CLASS 1 )
Manhole Cover
Catch Basin SEWER INVERT OUT OF SEPTIC TANK 30.60 LTAR = 0.74 GPD/S.F.
Water Gate N SEWER INVERT INTO DISTRIBUTION BOX 30.52
k
Light Pole SEWER INVERT OUT OF DISTRIBUTION BOX 30.35 MIN. LEACHING AREA OF S.A.S.
r Utility Pole SEWER INVERT INTO LEACHING SYSTEM 30.10
Contours
Spot Grade 200.0 BOTTOM OF LEACHING TRENCH 28.1 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN.
WATER TABLE 23.1
MIN-
Test Pit — — PROPOSED SYSTEM
t
355 GPD W/LEACHING AREA OF 480 S.F.
b
5
GENERAL NOTES
N /FqJ ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
B R I A N & J E N N TITLE V OF THE STATE SANITARY CODE (3 i 0 CMR 15.000) EFFECTIVE
LASS MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE.
S 15'18'00" W j -- EDGE OF LANDSCAPING
x 140/PARCEL 197/LOT 92
3 ;
t .61'
ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
t
N 83'09'.30" ,--------EDGE OF PAVEMENT BY JOHN K. HOLMGREN P.E.
yy
1 t 57.
N /F 54 5 _ _ WHEN CONSTRUCTION IS COMPLETED AND PRIOR TO BACKFILLING,
I `` NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
DOROTH Y C. `� _~
,! FOR INSPECTION.
EASTH AM
140/PARCEL 197/LOT 108 ; l FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLE7EC. t
N 13t ��
1 � i THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
APPROVAL BY JOHN K. HOLMGREN P.E.
DIST. BOX "" -J '
r
ALL SANITARY" DISPOSAL SYSTEM PIPING TO BE 4" PVC. �
1,500 GAL.
N /F SEPTIC TANk. ,� •oo' 1
K . EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
GRACE e lq 0 SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER
L E A H Y 310 CMR 15.255.
140/PARCEL 197/LOT 120 N /E I
Q TALLMAN BROTHERS, INC.
' , u ( PRIMARY BENCHMARK CENTER BOTTOM STEP 4 HOUSE #6 NECK POND ROAD
DECK r r LEACHING TKL.Vl I li`4 i DETAIL
PROJECT BENCHMARK : TAG BOLT OF HYDRANT 119 122 WIANNO CIRCLE
/ ,�.-+ — LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
P R I C I LL A PROOOSED NOT TO SCALE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
DWELLING I UTILITY COMPANY" PRIOR TO ANY CONSTRUCTION.
S P A G O N E TOF-34.5 _PROP WATER
SERVICE
140/PARCEL 197/LOT 204 N P,
(FORMERLY LOT 115) z NOTE:
\ 4 0 —�— FOR SEPTIC TANK SERVING NONRESIDENTIAL UNIT EXCEEPING 1060 GALLONS
2'Loyer - Cover PER DAY A 2 COMPARTMENT TANK IS REQUIRED MEETING FOLLOWING CRITERIA:
Peastone
3 2 NOT MORE THAN TWO COMPARTMENTS
• - 2sp- TP 1 —__ --
33.5 f `+ 4" Perf PVC FIRST COMPARTMENT SIZED FOR 48 HOURS DETENTION TIME.
2' , 3/4 tc, 1 1/2 Clean 2' 2' SECOND COMPARTMENT SIZED FOR 24 HOURS DETENTION TIME.
AM 140 BLOCK. 197 39?' -� Eff. width Washed stone f wi
LOT 204 PRPOPSED � \_ THE COMPARTMENTS SHALL BE INTERCONNECTED 8Y' A 4" (MIN )
Nf_ 6 DR ' _ VENTED, INVERTED U-SHAPED PIPE WHICH EXTENDS BELOW
N /F 11,159 0 19..38' BOTTOM OF SCUM LAYER t
S C O T T S 83'52'29" E
AND OUTLET TEE AND COMPARTMENT INTERCONNECTION SHALL BE EOUIPPE:
RAM 5 E Y ^, 466 4'Perf. PVC WITH A CORROSION RESISTANT GAS BAFFLE.
Ln
'140/PARCEL 197/LOT 81 �� ? e �
� o� s 43'ss• N o �'9� w WIA ATNO C /HCLL
UTILITY POLE WATERGATES
- T
Septic Design
FIRE HYDRANT Distribution Lines §hall 137 Wianno Circle
be unpQrforated w!th 6' M
watert ght Joints
N /F Osterville, Massachusetts
K E N N E TH & M A R Y
WEST _ 2, PREPARED FOR
140/PARCEL 91 Priscilla Spagone
TIT!.r
-- -- -- _ _ --___-_-- sanitary Disposal System
SYSTEM PROFILE J.K. HOLMGREN & ASSOCIATES INC.
Finb911Pr' � �, TYPICAL SOIL LOGS DATE : 5-28-99
ENGINEER : BOARD OF HEALTH AGENT:
r' NOT TO SCALE
John D. Kuchinski,P.E. Donna Mirandi, Earns. Health Dept. J.K, HOLMGREN & ASSOCIATES INC.
TEST PIT 1 TEST PIT 2 Registered Professional
Top of / g
Foundation =34.5'� ( �,��+�F,, — G.S.E. = 33. 1 ' G.S.E. = 33.3 Engineers and Land Surveyors
�1vrsHEr� CRAOE ov-� TANK == 33.n�
FINISHED GRADE OVER D. 80X = 33 0' FINISHED GRADE OVER LEACHING TRENCH s 33.5' Kt} N D.
G tti ,- - --- 4650 Falmouth Road, Rt. 28 Co it MA 02635
- - --_ ---
r c ►a r CIVIL 21 z N Phone - (508) 420-7900 Fax - (508) 420-3819 t
4" SCED. 40 PVC FHiSt 2' (70 9E LEVA) ' 4„ --
TYPICAL) "-�--"` 4" SCED 40 PVC -- �
Por VC ar) ��—' oLr (am) >,A„ SAND "A" SAND
'o' CI ti°s cis 9AFFLE a• a" SLED. 40 r : ----- �_ _ ` x 7„ 10YR 4/1 1 OYR 4/1 20 0 20 40
r1;,;shecl CiONSfR�rT ACCM -
; MANHOLE 0' ma ET ° SCALE IN FEET
=27' TC TANK( Ta AT :.EAST _ -- 12' ( in) Cover 2 Layer 1/8 to 1/2 (/ 1
rrt>�w a' " s• can Slope 0.005 (min ) Peastone (�. Ik� „B" L_SAND „�» SAND
_ Reinfnrtea Concree - STONE akSE 30" 10YR 5/6 .'6" 1OYR 5/6
FOOTING I _ SCALE:1 =20 DATE: 7- 16- 1999
�- 4" PERFORATED
S 40 PVC 3/4"to 1 1/2" 2' s "C;' CORSE—SAND POCKET OF "Ct" CORSE—SAND REV. DATE: REMARKS
CHEDULE
Clean Washed Stone 77" 7.5YR 6/8 LOAMY SAND 80" 7.5YR 6/8
cul
1,500 GALLON SEPTIC TANK DISTRIBUTION BOX
"C"z SAND C z MED— SAND
TO BE INSTALLED ON A LEVEL STABLE SASE TO BE INSTALLED ON A LEVEL STABLE SASE LEACHING TRENCN 5' MIN
sEPnc TANK ro BE INSPECTED er cLI:,wEo ANNUALLY 9 OUTLETS REQUIRED __. _______.__._.____--_.__.._.. . 120" 2.5Y 7113 20„ 2.5Y'R 7 3 DRAWING NUMBER
NO WATER ENCOUNTERED H:\ 1999\ 1349- 1 .DWG
-.-.Adjusted Groundwater Elevation iPERC @ 44" — -- ---- -
RATE= < 2 MIN/IN 99-- 1349-01