HomeMy WebLinkAbout0010 OAK STREET (CENT./W.BARN) - Health (2) D'000
TOWN OF BARNSTABLE
LOCATION /b UA K S /Q T E ET- SEWAGE#
VILLAGE /VrCR 4L LIE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. T�.may_ P—+i G
SEPTIC TANK CAPACITY l 5'e o n n 1C a r-o m M iR rM G W77
LEACHING FACILITY:(type) 3-Soo C,L Gh pMrr(size) 32.SO X
NO.OF BEDROOMS
OWNER r 13 u tL tc7t=CAS'
PERMIT DATE: 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� iP/Ll
r� 1
vat
Fr cpm-F
o Iq
3 �
5 5 a
`l- `i `�.
No. 20-2/ ,l Fee � �
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
9ppIication for Misposal 6pstem Construrtion Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 1-7 3 _ Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel t Q Qfl'v_ST���CVl�le.
Installer's Name,Address,and Tel.No. Designer's Name,Address,dnd Tel.No. VDa,4
Type of Building:
Dwelling No.of Bedrooms Lot Size Lt3-S 41,0 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)/ C O gpd Design flow provided ®. p¢: ', gpd
Plan Date _ ! Number of sheets Revision Date
Title
Size of Septic Tank �0�l(XGn 'f 3 5h
��Type of S.A.S. 3 61 Ci'1G'�rnbe.;
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) /l-e_. 4-0-l'
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. /� 2
Signed `/v Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 7 G-7-f JZZ— Date Issued fD A
-----=------------------------------------------------------------------
YF
No. 2��/ /� Fee' � e
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Disposal *pstem Construction Permit
}
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 17 9 Owner's Name,Address,and Tel.No. �yy S
44
Assessor'sMap/Parcel Q ) l' ( . t?C_(-1 'ye•
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Pa� �j012 e-,StFC'
c _ A-�1vt Ll e:P�1+VT e.�J ID�`,
N (�-2��A, � O�''G �-k'�v�C...•C.-�-� .SL'. AJl 1-
r
Type of Building:
Dwelling No.of Bedrooms Lot Size 143 S (p0 sq.4 ft. Garbage Grinder( )
Other Type of Building No.of Persons } Showers( ) Cafeteria( )
Other Fixtures /* 0/1PP ff--
Design Flow(min..required)/ "I 4A C gpd Design flow provided o• - 6 P,f Oo, Sc 7 gpd
Plan Date--) — �/ ?/ Number of sheets Revision Date
Title f
Size of Septic Tank {$04> 3 jpu h Type of S.A.S. 3 '6Z)0 61 Cie e►,be,r S
'Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1 1 , 0 f e 4-e N-e_pj .,Tn $T(4 Il
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
'Comp liance has been issued by this Board of Health.
Signed � � �'T Z, Date
Application Approved by E/ Z n Date
Application Disapproved by //. �""" Date
for the following reasons
Permit No. '07 1 Z Z.- Date Issued /0
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V/ Repaired( ) Upgraded( )
Abandoned( )by
at ho o,4-C ST. has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.2, Z 2.2-dated /d%/Z
Installer .s a,4r 5 S-P D� 'C' S-e C ✓I G e- Designer
•
#bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will fiGlion la's designed.
Date Z � i Z b( Inspector 1 . �
r
No. 02 •o. f'� ;�.-- Fee .
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Bisposal *pstern Construction 3PPrmit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at f 0 Oft
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 permit. (( i
Date / �' Approved by t✓� /(
v Town of Barnstable
WE
Inspectional Services
• •
Public Health Division
1ARMMLB,KAM
r Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form r
Date: S 27- Sewage Permit# _ Assessor's MaplParcel /73
Designer: 41-pt 5r,-K- p sIW IZ-6, Installer: 7666 65pTle,
Address: !/ C►2 ;��r ,� tpp uL_ Address: /01 4JIt-17' 57R_6E_T"'
1515-r 5$4a4 jie H ji+ =_7 1+ A-0,5rads 041u.S P4,4 O&W
On IDFy 66pne, Se-Uz was issued a permit to install a
(date) (installer)
r ,
septic system at !o ojgfK S based on a design drawn by"
(addre s) t
:l4Swl �� 52 / LAC- dated �EV g 10
(designer)
>C 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 =majoc!changes (i.e.
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 inspecfedind.the soils
were found satisfactory.
I certify that the system referenced above was constructed in c n 1' ce with the to rms of
the RA approval letters (if applicable)
���NOFrwgssgcy':,.k,
a staller s Signature) in
� CIVIL
NO.52659
ISTV4,
E� �
�SSIONAL
( signer's Signature) (Affix.Design7e ' p 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.
WoMdeptAHEALTIASEWER connecASEPTICOesigner Certification Form Rev&14-13.000
8
RISERS ON TANK TO BE BROUGHT RISER ON D-BOX TO RISER ON CHAMBERS TO BE BROUGHT
TO WITHIN 6" OF GRADE BE BROUGHT TO GRADE WITHIN
(INLET AND OUTLET) 6" OF GRADE TO WITHIN 6" OF GRADE
(2 OF 3) 4" PVC VENT WITH
100.00t CHARCOAL FILTER
TOP OF FOUNDATION ;4.'
ELEVATION 101.00 PROVIDE SPEED LEVELERS ON OUTLETS
SITE .
9" MIN. COVER .
ELEV. - 99.50 MAX
36" MAX. COVER PIPE TO BE RUN LEVEL FOR 9" MIN. COVER
ELEV. = 97.25 MIN
36" MAX. COVER
62' OF 4" SCH 4O AT LEAST 2 FEET OUT OF THE D-BOX 2" OF PEASTONE OR
OLD STAGE C7 PVC, S=0.020 MIN, 8 OZ. NON WOVEN
2/3 CAPACITY 1/3 CAPAgTY
(LONGEST RUN) 200%MIN DAILY FLOW) (100%MIN. 28 OF 4" SCH 40 GEOTEXTILE
DAILY FLOW PVC, S=0.010 MIN. 14' OF 4" SCH 40 (LONGER RUN)
ELEV.=96.50
ROAD 10" 10" 14" PVC, S-0.010 MIN. -•--SLOPE
INY.=98.00 14" I� ® ® �Q �
(BOTH UNITS) INV.=96.50 ED ED M ® M ® ® OF S CHAMBERS SHALL BE SURROUNDED BY 4
INV.=95.64 OF STONE ALL AROUND
ED � ® ® � ® �
INV.=96.75 PROPOSED 1,500 GALLON INV.=95.81 INV.=95.50 _ - ELEV.=93.50 WASHED STONE LE
TWO-COMPARTMENT LEVEL STABLE BASE
REINFORCED CONCRETE CONSISTING OF 6" 4' 4.83' X 8.5' LEACHING CHAMBER 4'
SEPTIC
TANK (H10) CRUSHED STONE (SEE SITE PLAN FOR ORIENTATION) 5' MINIMUM SEPARATION TO
LOCUS
s TEE WITH GAS BAFFLE PROPOSED 3-OUTLET (3) 500 GALLON LEACHING CHAMBERS SEASONAL HIGH GROUNDWATER
LEVEL STABLE BASE DISTRIBUTION BOX
SCALE 1"=800' (CENTERED IN TANK OPENING) CONSISTING OF 6"
CRUSHED STONE -
PROPOSED H10 PROPOSED H2O PROPOSED H2O = GROUNDWATER NOT OBSERVED
DURING OBSERVATION HOLES.
SEPTIC TANK DISTRIBUTION BOX SOIL ABSORPTION SYSTEM BOTTOM OF DEEPEST HOLE
i EL-87.06
SYSTEM PROFILE'
NOT TO SCALE
NSF GENERAL NOTES:
RACHEL HICKS
29 SESAME STREET / \ q rT�T rT�p 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD HAZARD ZONE
MAP 173, LOT 007 / \\ --- / TP 1 1.[�2 TP 3 11"4 AS SHOWN ON PANEL NO. 25001 CO561 J, EFFECTIVE DATE JULY 16, 2014.
",98.34
/ / +97.7�\ +98.4 �� 0" A 98.90 0" A 99.10 0" 99.10 0 A 99.40 2. THERE ARE NO STREAMS OR WETLANDS WITHIN 100-FEET OF THE PROPOSED WORK.
�`�� J SANDY LOAM J SANDY LOAM SANDY LOAM SANDY LOAM 3. THE SITE IS NOT LOCATED WITHIN A ZONE II AREA.
+9�i.28 \ `. F `. m 10YR 3/3 m 10YR 3/3 10YR 3/3 m 10YR 3/3
10 35
98.06 �- �- 4. VERTICAL DATUM IS ASSUMED
B 11 98.18 12 98.40
/ \ �`�O G� ti0 GRAVELLY GRAVELLY B GRAVELLY B GRAVELLY
z z SANDY LOAM z SANDY LOAM z SANDY LOAM 5. ALL WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE AND THE COMMONWEALTH OF
SANDY LOAM > > > MASSACHUSETTS CONSTRUCTION STANDARDS AND REGULATIONS.
„ 10YR 5/6 38, 10YR 5/6 95.93 37" 10YR 5/6 96.01 „ 10YR 5/6
\ 97 92 40 95.56 (�''1 �,'� 38 96.23 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT THROUGH
� c� / \ ��`�O, `�`, F �� C1 GRAVELLY GRAVELLY C1 THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC CEMENT.
`, 'S• �`, , GRAVELLY COARSE SAND COARSE SAND GRAVELLY
WOODED AREA \ !y q \,
�8.46 \ 2 •� 'Qc �� COARSE SAND 7.5YR 5/8 7.5YR 5/8 COARSE SAND 7. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE ONLY AND SHALL BE FIELD
\ cQ F C� �O• 7.5YR 5/8 7.5YR 5/8 VERIFIED. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY
9g \\ SRO, \�`�`fl6 Fq \`\. . ��'C�� 72" 93.10 EXCAVATION OCCURRING.
C„2 8. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR TO
+ ���� `, 78" C2 92.60 MEDIUM/FINE 86" 92 23 BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS
// l \ \ �`� `•' SAND (POCKETS
EX CATCH BASIN 90" 91.40 MEDIUM/FISAND (POCKETS SILT LOAM) C2MEDIUM/FINE 9• WHERE APPLICABLE, UNSUITABLE MATERIAL (A, 8 AND C HORIZONS OR FILL) ENCOUNTERED
�c 99.29 \ SE` \ \ C`2, IOYR 6/4 BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE REMOVED
/ \ / / SILT LOAM) SAND (POCKETS TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO THE APPROPRIATE
1 � + ��` \ \ / MEDIUM FINE
/ p� �� y \ \ BOT PERC 10YR 6/4 SILT LOAM) ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CMR 15.00 REGULATIONS.
\ SAND (POCKETS
SILT LOAM) ® 91" 10YR 6/4
LOT 1 \ / \\ / /�/ \\ \\ 97.96 10YR 6/4
PERC 10.NO PRIVATE WATER SUPPLY WELLS EXIST WITHIN 100' OF THE PROPOSED SYSTEM.
9.85 / \ / \ / / \ PROP�SED '1,500 GALLON 11.NO GRAVEL PACKED PUBLIC WATER SUPPLY WELLS OR SURFACE WATER SUPPLY EXIST
\ do 43,560 SQ.FT.± \� / �� \ r o-CC(3MPARTMENT WITHIN 400' OF THE PROPOSED SUBSURFACE .SEWAGE DISPOSAL SYSTEM.
1.00 ACRES± "/ 98.92 / t _ i -"gF' PRECAST SEPTIC TANK (H10) ,
\ \ STAKE � _ - RISER TO WITHIN „ „ 12.THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
\\ (SET) / \ \\ 6" OF GRADE (TYP. OF 2) 144 86.90 120 89.10 120 89.10 148 87.06
MOTTLING: NONE MOTTLING: NONE MOTTLING: NONE MOTTLING: NONE 13.ELECTRIC SERVICE INSTALLATION SHALL BE COORDINATED WITH EVERSOURCE AND OWNER
MATCH EX. �,,,,, ,
t---___ __r -- - - --OR-THE.Q.n_!EWS_-CONTRACTOR.
98:25 \ WEEPING: ' NONE WEEPING: NONE WttNuv�: NON± �4VEEP IvN(�'�}1VE
\ \ +98.83 p + 100.00 \ \\ � 1 � A PERC RATE:<2 MIN./IN. PERC RATE: <2 MIN./IN. 14.TELEPHONE AND CABLE SERVICE LOCATION AND CONNECTION DETAILS SHAD. BE
\ 1 / 98.30 NG �,�' �' �' �Q COORDINATED WITH VERIZON, COMCAS,T AND THIE OWNER OR OWNERS CONTRACTOR.
N/F +99 16 J / _ c0 �-. \\\ `off �p d�yq� 0% + 98.27 MATCH EX. 15. THE CONTRACTOR SHALL BE RESPbNSIBLE TO ENSURE THAT ALL UTILITY SEPARATION MEET
CHRIST CHAPEL INC. \ > WOODED AREA "- sTy� SOIL PROFILES CODE AND THE REQUIREMENTS OF THOSE UTILITY COMPANIES HAVING JURISDICTION.
2 OAK STREET \ r / �- ,pc� y�
MAP 173, LOT 004 \ \ = '� OA f; ` \ �'� DATE: SEPTEMBER 8, 2020 16.WATER SERVICE CONNECTIONS SHALL BE COORDINATED BETWEEN THE TOWN OF
\\\ ' 100.0 O � \ O' BARNSTABLE WATER DEPARTMENT AND THE OWNER OR CONTRACTOR.
0� 'P O �q 3-OUTLET
PERFORMED BY: ASA MIINTZ
'o \ 98.50 NG - T cy r ��r p ��s�\ - ISTRIBUTION
2 'Qpa oq �` ��0 �o o -: a WITNESSED BY: DON DESMIARAIS 17.EXISTING CONDITIONS SURVEY PERFORMED BY IPAUL E. SWEETSER, PLS JUNE 2020
0i. �' \ 1 c���C���,f� �Q� 100 t50 �yJ p \' \ BOX\ PROPOSED VENT NOT TO SCALE
`��•• GtiF ��oG,�pO� � -- \\ " R TO WITHIN
6 0 GRADE
G "
+98.63 O O,� / %'- 1 25 DO\ �"� (TYP. 0� �) . ��H OFS�
\\ \ �9g 99.9 NG \ y`ti \ 99.90 �99, . �N MA c o c
_ I �
ti PAUL '
+98.74 \` = ` , a 9.70 ��1 \\ \ � A t. G� v TS rn
BENCHMARK
\ \\ 60� �� i Cq� tip` (3) PROPO 500-GALLON 99.13+�
\ 9\ -- c� � 9 � PRECAST CONC�f3ETE i �v' °fi�ss�o?
TOP OF PROPERTY BOUND \ \\ \ �' 100. 0 + '��Cc� �r fro: CHAMBERS (H4D)\ / CB/DH ,IOQ'
\ \ 100.25 \ / (FND) +�IA��� 8URv1E
ELEVATION 99.31 \ \\ 9910 \ `9.36 OO _- 1 100.00 NG
00.00 _-
41
/ \\ /` 97.80
G / /
ZONING REQUIREMENTS
99.87
G�. / +y / +97.25
+99.61
CB/DH\ \ \\ .+98.40 \\ �� � i // � 4 CRESTVIEW DRIVE
ZONING DISTRICT: RF REQUIRED Paovl (FND} \ `� \ } 100.00 / // F / / EAST SANDWICH,MA 02537
MINIMUM LOT AREA 60,000 SF 43,560 SF \\
\ \1 99.50 NG s� / // _ PHONE: (508)400-2365
MINIMUM FRONTAGE 150' 152.29' \ W � 6 / /97.95
MINIMUM FRONT YARD SETBACK 30' 630:1: �\
� � / SITE DE SIGN LLC
MINIMUM SIDE YARD SETBACK 15 48.7 t(R) 60.9 t(L) �,\\ \\ I / k,
MINIMUM REAR YARD SETBACK 15' 125.9t TP-3 ]�T T ('r
MAXIMUM PERCENT TOTAL LOT COVERAGE 15' 5.5.9 \ \ +99.65 // // / +97.57 i ` O1 � LEGEND Residential Site Design and Permitting
e \ I �99 46 / / SOIL CONDITIONS IN THE AREA OF THE SOIL ABSORPTION
99'a9 + SYSTEM SHALL BE FIELD VERIFIED BY THE ENGINEER AT PROPERTY LINE
TP-1 ,I I / /� TIME OF CONSTRUCTION TO BE CONSISTENT WITH
TP-2 / 104 EXISTING CONTOUR
�\ // OBSERVATION HOLES 1 THRU 4. LOC�In,DN•
104 PROPOSED CONTOUR
SITE INFORMATION �\ , 10 OAK STREET
\\ \` Olb^ OHP EXISTING OVERHEAD UTILITIES
� CENTERVILLE, MA 02632
ADDRESS: 10 OAK STREET, CENTERVILLE \/ / ,�h' �1. /
ASSESSORS MAP/LOT: 173/006 O \ / ,�`L h`ti / r`�lr W EXISTING WATER LINE
/ / ii CLIENT.• 1
DEED BOOK/PG: 26083/23 R�'9.\\ \ / / P� �Ai D WELLING GRADE' W PROPOSED WATER LINE DF STANLEY & SONS BUILDERS
\ \\ / // �` �� PLANE CAL C ULA TI DN G PROPOSED GAS LINE 359 CAPTAIN LIJAH ROAD
DESIGN CALCULATIONS � 97.92
6�R 99.09 \ \ TP-4 ��/ // + OQ 98.30 + 98.50 4 99.10 + 99.00 -g872' UGE/T PROPOSED UNDERGROUND CENTERVILLE, MA 02632
S• POWER/TELCOMM DRAWING' TITLE
DESIGN FLOW gg / 1^ / AVERAGE NATURAL GRADE (A.N.G.) = ELEV. 98.72'
\ / / / 4 TOP OF PROPOSED DWELLING = ELEV. 121.54' PROPOSED FENCE SUBSURFACE SEWAGE DISPOSAL SYSTEM
110 GALLONS/DAY/BEDROOM X 4 BEDROOMS=440 GALLONS/DAY �� \ / HEIGHT OF BUILDING (T.O.F. TO RIDGE) 20.54' SITE PLAN AND PROFILE
TANK CAPACITY HEIGHT OF PROPOSED BUILDING ABOVE A.N.G. = 22,82' TP-1 LOCATION OF TEST "
PIT/PERC TEST SCALE , a47E. DR4N7NG NO.
200% DAILY FLOW = 880 GALLONS; USE 1,500 GALLON TANK TWO-COMPARTMENT TANK ` 1 =20 7/31/20 1 of
.� 99.76 X EXISTING SPOT ELEVATION
REQUIRED LEACHING CAPACITY
DESIGN PERC RATE _ < 5 MIN f INCH ` GARAGE RA l'+�j GRADE A TIE �FH EXISTING FIRE HYDRANT
440 GPD / 0.74 GPD PER SO. FT. =594.59 SO. FT. PLANE
lr �lrrTlr�,1�L�7� UP EXISTING UTILITY POLE R�1/�S��NS
PROVIDED LEACHING CAPACITY .[ /•H NE CAL t� V LA l IGN
98.10 99.20 + 99.50 + 99.90 + 100.00 ®CB EXISTING CATCH BASIN N0. DATE DESCRIPTION
BOTTOM AREA = 33.50' X 12.83' =429.80 SO. FT. `� a 4
9s.s5' BH BULKHEAD 1 9 20 2021 REVISED SAS LOCATION. ADDED RECHARGE AREA IN
SIDE AREA = 92.66' X 2A0' =185.32 SQ. FT. CB DH �� O AVERAGE NATURAL GRADE {A.N.G.) = ELEV. 99.65' PROPSED SPOT GRADE
101.50� SESAME STREET
/ `L TOP OF PROPOSED DWELLING = ELEV. 118.04'
-615.12 SQ. FT. (FND) O O� HEIGHT OF BUILDING (T.O.F. TO RIDGE) = 17.04'
tb0 HEIGHT OF PROPOSED BUILDING ABOVE A.N.G. = 18.39'
GALLONS PER DAY PROVIDED 455.18 GPD �' +98.17
i
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