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HomeMy WebLinkAboutCoFam Realty o\FFOLKIG •� �, % JUDITH T. TERRYz� • Town Hall, 53095 Main Road TOWN CLERK : c=3 rZ •T+ P.O. Box 1 179 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS ‘Ve •�`` Fax (516) 765-1823 MARRIAGE OFFICER ` a • RECORDS MANAGEMENT OFFICER =- 2J �vO�•� Telephone (516) 765 1801 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 46 N Residential Non-Residential X Fee $ 25.00 Septic X Cesspool PERMIT ISSUED TO: Name : COFAM REALTY Address 1 : 4623A SUNRISE HIGHWAY City St Zip BOHEMIA NY 11716 Descripton of Proposed Construction or Alteration SEPTICE SYSTEM FOR NEW BUILDING FOR USE AS A RESTAURANT. APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. SCHD REF. #C10-93-11 Name Of Owner COFAM REALTY Mailing Address 1 4623A SUNRISE HIGHWAY City St Zip BOHEMIA NY 11716 Property Address 1 MAIN ROAD City St Zip MATTITUCK NY 11952 Tax Map No. section 122.00 block 7 lot 3.001 Cross Street OLD MAIN ROAD Building Permit Number Cross Reference: Issue Date: 4/19/94 Judith T. Terry Southold Town Clerk ITOWN SEAL) JUDITH T. TERRY •1, Town Hall, 53095 in Road TOWN CLERK : o rrrr : P.O. Box 1179 to �� Southold, New York 11971 REGISTRAR OF VITAL STATISTICS ;,V" �. ,' Fax (516) 765-1823 MARRIAGE OFFICER ' .aO �� Telephone (516) 765-1801 RECORDS FREEDOM OF MANAGEMENT ON OFFICER � $`:,•ll OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD {y� TO: Southold Town Building Department API _ 6 FROM: Linda J. Cooper, Southold Town Clerk's Office • DATED: April 5, 1994 T fie Transmitted herewith is a copy of application No. 1150 for a Cesspool/ Septic Tank Construction Permit submitted by: CoFam Realty • Please review the application and location map and advise if the project has received Suffolk County Health Department approval and if this office may issue the permit. Please complete the form below and return it to me. Thank you. Linda J. Cooper * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE 1/ DISAPPROVE Comments: sr% /l 3 c _J /,‘!"-tfy3/.."--re) RECIIYED 3: SFS - r. AAP APR 1 8 1994 Signature ll� /A Town Clerk T � T Southern Dated . . /0 ------ 3 /r OFFICE OF THE TOWN CLERKlIfFU1X Town of Southold 0�% CDG- /V Judith T. Terry, Town Clerk `` Application No.�/ Town Hall, 53095 Main Road R r' ‘, Construction P. O. Box 1179 O t� Alteration Southold, New York 11971 OI �� I' Residential Telephone (516) 765-18b1 Non-Residential TOWN OF SOUTHOLD • .. „..._ C $OUTHOLD WASTEWATER DISPOSAL DISTRICT ii.El,'`”- IA\ MAR y �� APPLICATION U for CONSTRUCTION or ALTERATION PERMIT SEPTIC TANK or CESSPOOL • • Permit No. • Fee .$ DATE March 4 , 1994 APPLICANT NAME: CoFam Realty • APPLICANT ADDRESS: 4623A Sunrise Highway • Bohemia , My 11 /16 SEPTIC '( CESSPOOL 9( DESCRIPTION OF PROPOSED CONSTRUCTION OR ALTERATION New 3 .000 sc, ft. buildir,.g for use as a Restaurant • LOCATION MAP: Must be attached hereto before permit may be issued. • LOCATION OF PROPOSED CONSTRUCTION OR ALTERATION: OWNER OF PROPERTY: CoFam Realty OWNER MAILING ADDRESS: 4623A Sunrise Highway Bohemia , NY 11716 • OWNER PROPERTY ADDRESS: Main Road • Matttituck , NY 11952 TELEPHONE NUMBER OF CONTACT PERSON: Charles R. Cuddy , Attorney 369-$200 • TAX MAP NO. : Section 122 Block 7 Lot 3.1 CROSS STREET: 800 Feet west of intersection with Old Main Road BUILDING PERMIT NUMBER CROSS REFERENCE: • • PtfRT . Signatu a of Applic4nt RECEIVED BY: �_ .„("6/ - . k79y on Clerk's Office • . DATE: 9-- . , . ''', - 0 p;,_*:::):,,...... 41.15• 1,•,.- -- ..- _ __ _ .;Nt * „ge• n• 0 . ‘-.0.' ,tt,tszt% -vs . • . - 0 bik.4.1. ..kCe_. 4 .,.0,, , 4, i P CI rtKt„..Ithi.e... VV,64_, - .. *. 't s-9 •tc, (p.. .v\p, . 0. :fit• \--e Itv.,......,,....s.k_TirGen, ,, \ ,a,.. ‘‘. • 's''', \ 0 Cr! ere)v t'ig-'. \ la Ve. d) 1 ii? • vo f . 04-0- • li 4 i/6 '.\44# 0 4 ,.,,..‘,114.0. .. fit, ., 1-c- .• I- ---C4 '\ , •. tsc4.1>"<, <, \.• ,N- J, /).• . `.,... . V - 402 ,-..HeL-T.---__ ,,,k, \ 4. Ai ,!:.t• , vcol, . Coc, 4 04, \- • t , 1.1*. 0 1•.• \ 6 \ ,, 0-, . \ ,,,<,•, 6*-0 ,.. c%‘3,1,1. )k., • It . •'S , , \ \* A\ 4., '\ ,e,C)' -.4`e'..r".1 - '.. ' :VO - 0,-• ‘ . \ ' • 1 e \ s'• ' * ' ' ' c, AI°. 14 ./ %\ I ‘ . i \s`• \\ 6 ‘• k•o, \ • \ . i 1,- ••4c 0 el./ .i i % 0 30 -. < I \\ \ . ,•.. . • 1 -0/11/4%:: •• i *,,, kRKING \ i i‘ \).,, ------..._\,___,,----- „QV 1 •kt: i \ ERTY . N y 1 f\\ .d•-• ;Jib, 1 ELGIAN , ..N \ „....•.r„, l'\\sdi )"'• ,9:1• -• OCK % 1 \\, B .\- \‘ s\I t RADE .1. --' • a i •%,/ 1,1'.:•-•" C.,,... m \. ,‘ 14( •• 1 \, \ 4,,.... ‘. \..,..\s„,„ . ,,.\,\ ,1.— 1‘/ \ \ , 4z....;.\‘, .r.,,,,,s(*.;:::i . • s‘ / . \. •P 4-‘‘ s- Nn:* \ ...... ‘•ki() 5 " • .. ...,5g-i •, I (P ."411110.:::. \-N5 \ "%, i \C2\e•k l I ..\l‘4- :ONC. \'....'1 ‘k7\ • ' 4 \\ .s.,....1... , . 0 . , - i i •.-• 'TP I ' \g.. i > ,• ' ‘ S ' ‘1.7: ' . ' ... „ ' \ , • n*:\-\ — - ""•-, • • 4: i _ _ \‘.42: 0 •751\•% 1 1 : 11 . - •C CI . — SUFFOLK COUNTY DEPARTMEiii OF Illiti_i rt Sttl V It.,CS • , , ' . I <;2-' ,.,V APPROVED FOR CONSTRUCTION ONLY t , , , ‘ /, . ‘ / /I I 'r'. <1)1 • H.S. REF.NO C/0—3)-3—'/ • FLOW -9 -c"P° ',1,,, ‘'..‘.,‘ i 4) 1 TYPE ---- \ % ; ;i• tc This approval is granted for the construction of the sanitary disposal and water supply facilities pursuant ti)Articles VB and \ euZe• : .‘' ! ' 1 of the Suffolk County Sanitary Code and is not an expressed , (.,4. 4.1),:\ ''. nor implied approval to discharge from or:occupy the t 4.'-‹ ‘c \ \ ' . structure(s)shown.THIS APPROVAL EXPIRES IWO(2)YEARS FROM THE DATE BELOW. \ ' . Z. ' ° VII 4 J/Lf/7 itP, , ....... .__DATE . SIGNATURE \° . A\ ' , , • , • 0\ -- r-t '4"....".""":71.7".....174."."1"...."."."...."7"..........""a"..""4"..........."1 Vvr tines rittlatbe itispected by the '.... Sutfc.)2,: County Dept. ofil-lealth Services. 24 hours in advance., _. . _:.iLf.:.}----.4.co-ka`c•— —oh • — • r.• •;. tc............... .)1,1..........1........... . ...1.1. , (..,).''''i:,:o.'1.rie i ns #tiT t io rl ,? ‘,... ci.-".,'..:,< :,2 I . .' e NO FINAL AppnovAL • WITHOU\- AppRova By tedi.TER Qty utir ,. , , -- ..._.. ...___ ______ .. ...___ . _-----.. _. .._ .,.. . ______ .,... .: ._,-.. -. •...... 4:7' 7`.• ,.',. • _.--- - _ --- . ,... . L;,-- ---D — , .7/ . , \ F; 4, / / \ 8 24 DRAINAGE STRUCTURES: 0\;' , •Gi \ I \ 'e0 // j �2 % \/7\� ` S I`'TI� �y , Go �o \ C TANKS (STI t ST2� CAST IRON ---------COVERS 2'-O„ CAST IRON GRATE / \\ \ \ \` 22\\\\\\\‘\\\\‘\\\\\\1\\\\\\\\\:\\\\\\ 2 f2 -0 ,� -,r -GRAD?= EL +2�, „ �z •, r� ,r.....,,._.., r-- a'- -AT SPECIFIED ELEVATION �ti� ,T:�" /' '' '/ \ \ \ \ .r2,_:70_,.. w r -t v�..� CT TO �cl , �, „-- ,. �� I MIN./2 MAX. — �.. _ ��: ` " :..�' L' tr3 'i';, COLLAR HEIGHT ; I .Y�0' E— M :,,.,», .1'_$. PRECAST COLLAR k " / \ `\ \ r -EL +23.0' P.COPvC. �` le / • 3-` /,/ \ %' \ `� `��{ \‘ L-��.- (TOP OF RING) 4,`":-.7'''---"r COLLAf? �.� ; (...f7,"4..,-;,i.? r:. : AT -�• --�— ;:s.' • \ '' ,"' / X14 \ \\ INLET- MI14.-T- -I- - -- -TRAFFIC ---- -: ----: TEST HOLE 1: - <, -TRAFFICOP B BEARING ��' -,'-\ ,,/' \ M 1° , 1 \ :/ �'2 /' \ \24 24 ,�.,0 2400 IP PE FLQW' LINE ;, Fc� BEARING SLAB INFORMATION FROM McDONALD GEOSCIENCE -- - 10 0• i j' �� \ 7 \\��� MIN. PITCH I/�{" ;,'''" I•' FLOW LINE _ 50UTHOLD, NY - - �- I '�- -'� OUTLET- MiN. EL +29' (�) 0 1� '' 0/� ,�\ t G• g �\ n o =�- 1 4"0 2400 PIPE. \ ., / \ PER FT. • I i 1 iv .., „ �- MIN. PITCH 1/8 �iNTERGONNECT - - - -- - - /, / t1 O ��\ INVERT 1 p - . I p PRECAST 1 i �,'' /' 8 / 'f \� \ H • , ■ 111 - I ,� 4„ DARK BROWN LOAM W/ ADJACENT <--DRAINAGE / ? .N 5\ �, '/ g '��0���� ` ` ���\ EL +22•g' '� v �l3) 8"� PIPE Oj PER FT. DRAINAGE RINGS . \ // v �gf '` / f C�\� \ \`� I 120" OC) - ' INVERT 2'-3' BROWN LOAM RINGS W/ 12„� (HEIGHT VARIES- v ,�.��<' ;'.�a % �' ') / , t,,, / / \\ / \\\ - -- — PRECAST CONC. PALE BROWNCONCR'PIPE (TYP) - - `T 4 „� SOLID RINGS COARSE SAND i / i7 \ • MINIMUM DISTANCE 0 7. v Qom' , / 7' ��' \\>.\ \ \\\\\� -10”-0'.0----- �. 5.4' TO GROUND WATER /� Q .�. / \ { // = 6 e��°° ,.;-,,,,x,'„,' :` ,-' . ' / o ��\`, GREASE TRAP (GT) \� I 1"- - C� • ///7 0o' ` :5t \,, ,c� ,0% j' ! _-, �� \ �\� INVERT _,2_41,e,EL +23.8' COVER �� \\� EL +23.3 �/� ' Ga�'e> `` _ _\ v a� d ' a- .....-\-1,--' \ \ 28 \\ �/ \ \ \\ \ �\�� I (TOP OF \ RING) f----- r-GRADE EL +28.8' VERY PALE ,0,, ,, ../- �¢>? ��{e . \ �, ( \ 1 \ \ i \\\ \ BROWN MEDIUM `�, ' 0-, /' `.' I\tr ,' ) o �k.0 --;'/ /' I� \ I \ \ \\� t�.o-e.; , ii COLLAR • SAND ? ' / / a ~ �l ��xryo \l' ,� \ I \ \ \�� \ 1,���:10\ \ p��t-'� TRAFFIC /} ' /� �'� ` "�O �' 01 \ \ �� \ EXISTING -. BEARING v ,. ,i / ,." ,. ��\\i/ , ' ♦ \ x�� �/ l/ I \. t�iLt_ j-Q.i+...l 11.7 _ t //, / �\ / % / //, /: /, \\` // \\(,„6 ,,./r j//, / :I ° �\ ' \\ \ I - '\ I ,,� I �'\ • i ! INVERT i /,�-1 / =�' /' / /, 4..„>>.---���\l<-� ` ; \0 �, ;/ + 0.► \ \ I \ \ i ,�� / `cv . b, EL +22.8' IT y/ Q�.�ii ,' / /� �''� 0,' \\l %ts��G4-\. ‘>"./' ��, • 'y ,y�0' I \ \ 128 ,.\- .' ►� wI a ' ' Q / r//, ' , Z r t..-Rs; k7,>. 'e"; ©J �. \ � .. \, �� dCJ`e> �, \ '\ I \ 1 i,7 \- \ \- / �'/ � f :-_-__-r-PRECAST TST0� ? / - v' - G arc '\ I '/ - O � . G �e� ,'// , /�' / / k'Y�' ,�� ;'�> k'3 \ \ / 1� \ l ,�/ 22 'k - M INFORMATION FROM RAYMOND NINE 4, (,),4�� o Q.., / / / � 'f \/\( / \ \ , \ ' - CONC. Q• % �J��e� i! / /' *� x1.y'yyo ` 7x7A• AO I ,° (1111\ \ \ �. } ' / ' % I SOLIDSAND t GRAVEL, MATTITUCK, NY / e , / �'\ ' x'y ` xti V; ` 224 - ll0'Q' � -____EL 3 i 9 0 0j ./ , �Gt'C ' / ' ` `� 'c�' k� \ \ = �' RING 0C' , \ CP 04'\ \ \ • DARK BROWN LOAM F\�U ,0 ,'��.- .'X•, /�. • \ £a I (j'��� \ ��,` "QO� Y;(:>,,,-- ,j� �� /.�],� /,--' , ,, \- /• /jam\ , / k/t•:' I �,( \• \ � \ I .� �. //, SANDY LOAM �, \r`��p'� \ al . / /' ,'� /' /,' ���/ � / \' / // ° r1 v \V �` �'1I \\ ,I Z24 SANITARY SYSTEM C1!117/ ASS / /� 2 400 PIPE \,„,- // .,- �'C Q, tG ti ' <�,.. J� / /' ti \`-' \ , v' 1'-0"IMiN) TO C.I. COVER , .' � J� / .4 ,/ ;' /' �' �,�i+ •O � ,BGG i \ \ `. > 2'-O"IMAX) TO GRADE _1(424/- PRECAST P g ° ()0® �0 \\ GRADE I/8 PER 1 7 .,...\0,,....,1 OQ� 0�' �� �. 0, .� ra; .G - / 0 e y• I - �TYPICAL>— - L +25 -O (t) t MIN. PITCH COLLAR \, / F"- ,'Y./ / / c;its r *(' N`,, ,-. / \!� 0 > x��y� 9,c3 \ �' / - E / (TYPICAL)/-A5 REQ,D.\ r ... O �{,�'� 54� l ' • i ��" '( O\4' / j P- 1 11 g-'� \ ,,,tom- . _ GG / \ I / 1- 1 --- SAND �U \ r INVERT] INVERT l • 0 0 � � �',' 0.' ••�.. A� t 0 �` .,' � +, ,,0 �\ O �---- I / � "; .le; .Y' + •9' --- - .4',EL + .2'v!"--1/1 % -- _------ -�` ‘1 ,....,....,N,,,,,,,,...,,,, -. • �, 0� ?�� G� '�\ /'/ ,' ° .l.y ,Pc3P /, \ - -, x� i x1h ,'l, �` 0. ��� \ � I of J'I _ t— --_-__� t=:=L--":,...:_,e.---....7.1 . \ N°1- �� 9 ') . I --- INVERT LP I . / G`� / ��0 �� / ! ��_ , •1 ,. a .x \ . / i r 1 ! EL +20.'1' INVERT LP-2.3.4.5 4 \i 'O/ ��\G G`�¢�'`e� .yz,',, ,./ 0 // iy 7 r f�-` -_i ' ` ; �?)t ,;' 0 ,� �'Z / T + EL +Iq.B -- of'(STi/ST2)" 0;" ,' .�Q �,(� ' �, r'/ i ,' / o ` r \�V�, �� xfj , °3` �'\�` ;� \ ° \ky .\ ISO' F',4L1!US `� sir-tom — — i '• 0 , y �- _.` 1-4s^ o 7 0 . .0 -t Q / I FROM F:,OF'05 0 I I iv' X70 " ,�/pA o- ryy ; /.�{� \ h \ \\`/°''�J�/ `� ,0%� %. . ._� \ +30 / i SANITARY SYSTEM I i 1 -,{ , Ay.- ;, !I. ,, ,'• /'x7• ,/ k ��� ;,. / / , kry I Z ..•••• �O.'// � • ¢ • ill•• � `-'�"� 3o I J -► , . I 1 ' k,� �,'/ ,� ,' ,Fj. ���i' G kry'Y`y' / �� !\' .' ,!� �� „\' ° �� '9.-.13' 1”'\ V�•G tidy ` / I 10'70'- ,� 1Q'-0� \4-Oe / \\ / ,' P� '� G / "Z'• • . •1 •. Qi) 04z !{, .,� C G I j�'_�:1I1II�) 10_'_S�'(TYP 24' EL +4 (±) ��,e- / �// .4,"'( --\e,\59\0„4_, / \Q l ti /' ( / / / / g la` .. ..\- ����� ,� 1).' P ‘1;,/fr. 1 i h y, I O+- E�REQ'D CLEARANCE ) ,j �`Q`�\QO4 / ,�-1 '� ./ ,'' '' ' �.1 v0�'�1 '/ �.��lt� \f•„.... ,� r \ 1. �� • O¢�` 10, x x�ry 0 ! j 1 NO WATER ENCOUNTERED G'-C`� i / / k `�J Q /' tis0 Q '�'. ...'•' x'y`'' . ? G -C E i:Z., ' G \---3' 5 }� y ! x / N �t,- L-GROUND WATER G \� 0 0 / / . .� { �\ / �/ �-� ti ,= . V ,•••-i„ ✓ �, ., xti ! G 0�1� ?r1 *' CAPTIVE 0�\Q /�G Q /CL-''''' / .'�G�, ��( ,y'L . <G �'C \ �(�'L . , x'> \p a \ / F' G Q� v�/e.�Jf e� '/ /• ,, /,� %.'' 0° s, k . 0�.'' /3� . Fes✓ +) ��' - \\\ \ or- 211 AIR TANK- Qj �tiJ 0�o ' ' '' �`, G kk��o \�/0,/ !� / / '1,0, :'„r{:_)",;-,, ° \. \\\ \�� I; 0',,,,\ \ \ / � 211 GAL. v/• G� '' -- / ° G .. ti i' � ° Q t x ` C)\, �k , �• / WATER-TIGHT OO GJ / �` ��' �"+ �, /�/' ,� © v' `\\,` xrkrya o /' "'' 0�// O o O �� '� `� �1{ ` �` - �\ ,0 /' 'Y x ! / WELL SEAL SANITARY t `t S \ !,•/ ' ,, 0/ �� kry 0G 0 a ,, , �� ,yp, ,� ICO \ �� DEPTH: 40' BELOW WATER LEVEL GRAD1r PITLESS t5 c,• eco\ / PUMP CAPACITY: 20 GPM ADAPTOR iili_rj 4q'Q{Q> \ >' �,.. ,' ,' ,' , \ , ° /' -CO �g°�, `. \ x'� �� \. / HORSE POWER: SUF EL +24' lf) GROUNDWATER MANAGEMI=NT ZONE- (V � ! .\____,” - '' ' ' ,� t„,()--•.?l , ti O 'S p� i , 0, Q �. \. \\ ,� \�� �\ / SUFFICIENT TO 18° ABOVE NO COMMUNITY WATER SUPPLY ° • �\ DELIVER"20 GPM e' 40 P5I GRADE (MIN.) PERMITTED DENSITY- 300 '% ' ,� � , \ \ , .� GPD PEP, ACRE ./ / �0 'C.OG A50 P .),` ti O ;�` `� �� QC\I \ xti CASING: 4 4> :. --• -- ---- / ��O ,,- L x'.yA b� �s0 / l '' • \ � � 0 . '��!G x" / CAPTIVE AIR TANKS: I �7 " ,yam � �--�.G_----'' I !GG � ` k�' �-:. 4Z (;)E1�\ • • ' °,� J. iA �f �` � �ti � �'1,� �• 0.' .��C� � " " ;Q. � � 1 I/2 @ PIPE--N SITE AREA- 2.�i�1 ACRES 0 ,/ n�" / �,; Q 0 x��. `� xXry�, x1 \ / li) WELL-X_TROL PERMITTED DENSITY OF SITE- 2.99 A - ,..;,„...--/----------„,,, , Q ,� "\ p �, \ `• • 0 \ • • •. G > .! MODEL Lw- 4:�2, CRES x 300 GPD/ACRE Q C91 GPD /�',�/ to (— ,, f!_ __ �--__ e ,- ,: , Oi o� .•. '. ` �\© t ( j I \• \ TOTAL VOL.= 211 GAL RESTAURANT FLOW BATE- 30 GPD/SEAT i �- - -- - \.tib ``. . x`��' '' �� •�\ ` (20 GPM PUMP CAP n • �� tl0 GPD/SEAT FOR SANITARY WASTE t DENSITY CALCULATION) �\� _ -_--x�y ,,0 � <k' `�4` r '`'y • 0 �� \ <,_, .x IO.g 211 GAL) ,� /' �r \�. - \ \V ti •, `'-- . :0(:(1:'1. ��� �G,` `R` '� ` : 0 '' \ LATERAL: (20 GPD/SEAT FOP, KITCHEN WASTE- NOT USED roP. DENSITY CAL/ / ,� ------ 9'� \ ,,: e\c;.c. k1 ° ..<' '4,.0? �\ GO>h 0� : • �\ �1/ " CULATION> . .,' ,' / �,� \ �.-,- - 40 `f es-c' A� , �� \-) �`� a �' „ \ 0% ,� 11/2 POLYETHYLENE PIPING Il PROPOSED RESTAURANT SEATS- L4 SEATS ,� _ --� Y � �.G� . .�� ��_ t• ) P �,�. , • �Q ��. A V \O\'‘.-\ STATIC -- / , r, 0 p; ; ,y � k1 AWWA C-901, IOOx PRESSURE WATER PROPOSED SITE DENSITY- C4 SEATS x 10 GPD/;SEAT 840 GPD .,' ,, / cc", ><'L •J\/7%,1:\/_:.<_ •,c()4�V xy� -� U ��`_ �„ ,'Y ,.tie • {; r�� ,y� \ �� , A v`U�e CLASS. N.5.F. APPROV/' i' ,i i/ ? 0G r '.tha� x'Yy'> �v/ \a? o 'ti;,\ \( ,�p� ,• ,• •�' J G� �\, �� ,, \\ W.,/ , xyy, q C - ED LEVEL — . /, . �` \ "0 4 � G �' x'iy'x`1 'b ��- • G0X • o k \ xry�' PUMP: SUBMCI�SIBLEY - - - - - 22 0/F l7®.„ \ �;,< V0 0 . '�� ��G G �� p • "` �` � \'BGG 0 ' STAINLESS - C5AN(TARY SYSTEM: / / N/ �,t'� GO• \ . 0 ^A0 c 0 4'• Q SCREEN STEEL 24 OF 'C'� ' ,, �; f' > w `� 0 `� '� WELL • � G >r � s, � ; �, V. � p#�' ry � ,., . . .., \ , G �. � p 4 4 SEPTIC TANK ((2) DAY FLOW)- 84 �..__ � � 6 � . 0SEATS x - 24 / R�.�',C Z� �t�/k�• i \ ,.0 \ • • •�\0 )'•. � ti� `�.. '' ,�, `� • '. � ,'� ; _, ,F•. ^ `� � 30 GPO/SEAT x 2 DAYS = SILO GAL. ELE...] . ' / t1-O i „If\ _ � O�` � �•�-' �\� �` 0 �E v x `� � �,\0. • • /' 4‘1 � �`•::•�� �' � q ,� , NOTE: THERE ARE NO POTENTIAL q CA51 G USE L000 GAL SEPTIC TANK ((2) 1010 x T HIGH t'1NGS TWINNED W/ (3) 20'�* PIPES . 28 / 1�-0' RADIUS ' ! O, \{J� �� �' 'o y-_\ ��. •'7 X41" �,<:>"oG ?;\ SOURCES OF SANITARY N ALII GREASE TRAP (KITCHE rPi-7.0gr_ Q' l '-A.1"\e);), P' `\ �''' yry1 y`A • . ,'V-' ,' 0' �'r'�) - CONTAMINATION WITHf z U E N WASTE ONLY)- £4 5CAT5 x 20 GPD/5r AT 1720 GPD 1 f .OM F'O D `�• 0 � 14_ \ 0 6�C x7 x'1 , •p�'1 / <a� GJ{e - �4 N 150 Q S DESIGN FLOW 1000-4000 GPD- 10'4' x 5' LIQUID HEIGHT GRE-Asn T€ f P { 9aNtTa' Y gYTIvM �; ' G��� ,._ Q ° \ y � a 'G xti `\1`t 7 / �< \ ('C OF WELL NOF'. DRAINAGE tj ., LIGHTING 1� t}�' t 2 '� �Q p ���'�` \� G x`�, ,,0 x� ? ,G �° ` • •'• • / .��' Q ,, STRUCTURES WITHIN 50' a LEACHING POOL- 84 SEATS x 30 GPD/SEAT = 25C0 GPD 1 T-i T i N E X T tSCHEDULE: Nr- I ` '� `� \' G �, o3, �t' `\ , ' � xi,/ a ` .,0' r \x�.y�- OF WELL. THE1E ARE NO KNOWN LEACHING RATE- i.b GAL/SF/DAY '` y' '2 -, k x WELLS WITHIN 150' OF PROP05ED q 25€'0 GPD DAR IDED E3Y 1.5 GAL/SF/DAY . 1120 51' OF r ,„_o,,,,,---,<Q4, 1 xti 0 ,,0 , III c \ , v Cid \ 0 cG � - 115WI (3g� � fi., = _0,.1A ' BGG x`� ' =-=-- \SP1 0�h 6 V►,' `� ,' a` > 1' O i \\ / { �a'� 1 ,- i pC' k'1' u USE (S) 10'� x 12' HIGH DRAINAGE RI BEARING LL M t P COVE ° , a. SANITARY SYSTEM. NG.� W/ TRAFFIC BEAT iNG DOME t C.I.C.1. COVEF? POST MOUNTED MTAL HALIDE FIXTU�'C. �,� � .{ � � • , __ '� •� V t#:�,�`\V Q ,/� �„ -:'' ,• �� j` �, � � � �' � DOME MODEL NO. S 13-NL115-MH OF? 'C 'C''\'Q �• I O \:;•:\� °\ , APPROVED �;�, 1. 0 G�� 0 -Z \ ���.' OOQS \ '� � (5) RINGS x 314.8 SF S1DEWALL AREA/RING A 1804 sr 01 SIDEWALL AREA PF;OPOSED EQUAL. 'COLONIAL-TYPE" CLACK FINISH. �• � a (, •'.?..'' � � � �\ \� \ � './ `•. '' \..:-i:# J ,�'- `�,' 00-- \p>� �.rO �g1'`�-'Oo / �• MOUNTED ON 4 "x 4" x t2'-O" HIGH WOOD . \Q O $ i �i �• �` Q \` — ,_ 'y t� O 0/ O y�� . ,4110 / II . POST. CHAMFER CORNERS,`.SHIELD FROM ��' �•�`�`�OQ �' =OPS ti `` ,- A /` y =