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HomeMy WebLinkAbout0153 CORPORATION STREET - Health (2)11,5-3 CorpDra�o� cS-k�t- �wu►C5 f293- 6 l5 053 7 TOWN OF BARNS/TABLE LOCATION SEWAGE # —/ VILLAGE ASSESSOR'S MAP & LOT 4 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY I&C6 5—i2Z2/—CL LEACHING FACILITY:(type) (size)1e�'� NO. OF BEDROOMS A) A' PRIVATE WELL OR PUBLIC WATER I. JV BUILDER OR OWNER lkwjc.� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED. _ VARIANCE GRANTED: Yes 'No Ij AA /,b AC ! 2 A 4A 33 rr r /00-0s L? f3 a� ` . _T ,., '.i ti FRic THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH -•..... ......... . ----.........OF.......-----...........................----------------...---------------........--------- ApplirFativaa for Diapaii al Workii Tomitrurfiun rrutit Application is hereby made for a Permit to Construct (",-)/Or Repair ( ) an Individual Sewage Disposal System at: _ + oc on- ddre s or Lot o. 8 Ow "O A ress ' ✓ as ' - - - -- ----- ----------- _ Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................... .....Expansion'Attic ( ) Garbage Grinder ( ) pa, Other—Type of Building. K/jsil.�___ .__. No. of persons....-_-f_.......... Showers ( ) — Cafeteria ( ) 04 Other fixture rnAsu ------------------- --- --- --- --- W Design Flow............... 0........_..gallons per person per day. Total daily flow...........................140......gallons. WSeptic Tank—Liquid*capacity/4W. Qgallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........j6----- Diameter----6----- Depth below inlet.................... Total leaching areaA? ..7....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '.� Percolation Test Results Performed by................................................... Date.................................------• ,.1 Test Pit No. 1---_....A__minutes per inch Depth of Test Pit........... ..... Depth to ground water_.A1_'`-___-__-. r7 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._______________--______ a - ------------------ ------------------------------------------------------------------------------------------------------------- O Description of Soil...... *10:11...... x V ....................... ---'•'•--'---"--....---•••--••-•--"------'----•-••----'--•-••---•.....•--"..............••-'-••-••------•••----•-----•••----•--------'------•------••---------•"----.._..--•- W -----------------------------------------------------------------------'-'--...._..---.....-•••'••---------•-••---•-••---•-•••-----••-•---•-•-••-•-------••----'•••-•-••-••-•••--•••-......---••---•••- UNature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ..................................................................... 1 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the rovisions of I T 'p of the State Sanitary Code— The u dersig d fur i er agrees not to place the system in operation until a Certificate of Compliance has been ' lth. Signed-- ...... •--------• ------.--- ....................................-... - -Da -...... Application Approved By.. ..®. ....... .................... Date Application Disapproved for the f of g reasons:-------•--------------•--------•----------------------••---•-----•----•-----------------•---•-•-..........--•--- ••-----•--•--•---•------•-••-•----•----•----•---....•---••------------•--......_..-•••--•--•................----•--------•---•-••-•--•••••-•-'----••---•-•-•••---•--•••-••---•-"----•••••-•----........_ Date Permit No.-' 1,. .......................... Issued..` "' .'_e fir- ------------ D�.t. No---------------_� �.�. :: Fps. - ......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH --------...... ........................OF.........................------......_.........._...................................... ApplirFation for BigVaaaal Workii Corm urtiou- 11nuiff Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: • C v C..UIj.f.L.Cv ....................................... .•----.....,��1 ........................... J oc ion• ddre s or.. Lot No. jv�1'� - 'r..l!. =-- ---------•-•--------•------•---•-•- -•---------------------------------- ------•----.......-----•----............----•------- Owner Address a ........................................ � .Installer Address d Type of Building - Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms....................... _....Expansion Attic ( ) Garbage Grinder ( ) P14 Other—Type of Buildings _c_l!_ =:_. :___ No. of persons..--.--'--_-.�-__•__--_-_ Showers ( ) — Cafeteria ( ) a' Other fixtures = ----- - --------------------------------------------------------------------------------•- ------------ W Design Flow.................. o------._.__._gallons per person per day. Total daily flow_.__..._.__........_..__..�.0......gallons. WSeptic Tank—Liquid capacityl�l)Q.gallons Length-------_------- Width................ Diameter__-_____--_-•._. Depth................ x Disposal Trench—NTo..................... Width.................... Total Length.................... Total leaching area.........._._______sq. ft. Seepage Pit No.........6--------- Diameter----�............ Depth below inlet.................... Total leaching area%�_•-� ---sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by---------------------••-••--•• = ' ............. Date......................................... a Test Pit No. 1-------- ___minutes per inch Depth of Test Pit__......._�.`7._. Depth to ground water_—f ---------- rX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----._---_--___._-__--. - - ----------•...............•------------------•---------------------------------- Description of Soil---•-i ?�� . x -•--------------•---•---•----••-••-•------••------•--•--•-••-•--•----.............--- U ••••--•--------•--------•--•••------------------••--•-•••••---------- -----------•-••--...-•--••-•••-••----•-•••-•--••-•-•-•-•-•-•------•••-•••••---••••----••--••--•---••--••••...........••--•---•- W ---------------------------------------------------------------------•••••-----•-----•-••--•-••------••----------------•••---••••••••-•--------••••••---•••-------•--•-•-----•---•--•................ U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ ----------------------------------------------------------------------------------------------------•-•---•--•--•••------••-•-•-•••---•••-----•-------•-•••••--•••••••••••-••----=•-••••........-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with S•-1T n1e the provisions of I i:: 5 of the State Sanitary Code— The under d fu.-ner agrees riot to place the system in operation until a Certificate of Compliance has been ' Y4 tie th. g �- . ...... / Si ned- / - f % Date Application Approved By.. �. �.: r Date Application Disapproved for the f olt�'ng reasons----------------•---------------------------------------•------------------------•-------------------....-------- r4 Date Permit No...� z-- ...... ----------------------------- Issued.--`-,,,7 ..._` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /c.J rim/..................OF... 1.v� �l 1. ............................................ (9rdifirtttr of Toutpliattrr THI TO CEO fFY That the n'*vi u ySwage Disposal System constructed (f/`) or Repairedby a �.f= nstat„ex— has been installed in accordance with the provisions of T I T iZ 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No------ ........ dated-..,.;?--- ........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................... '? ! S ............................... Inspector------------------------- 0 --------- '; THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � `f.'. ..............OF....Z!,Z .................. .............. NO...................... FEE.. -�s�.....�.... Disposal Workii Tomlin ioll motif Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo..A/0 `- - -------------------•---------............----------.---•-------------------•-•••-••---•-•--•-------•--.._.......----•--•--••••----........---...... Street as shown on the application for D' posal Works Construction Pe ' it No. �``�'_A1bat �� _.. � ,�yy77 JJ #s - ---- -�7'! C.l�---•••- �( Board of Healt DATE ------ --- ------- FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS r—.r TOWN OF BARNSTABLE �' � '� O�1HE p0� '�► OFFICE OF BOARD OF HEALTH NARNSTAM 367 MAIN STREET �Op i6J9. ♦ HYANNIS, MASS. 02601 as December 22, 1988 Mr. Richard C. Anderson, Esq. Attorney at Law 436 Main Street Box 518 Hyannis, Ma 02601 Dear Attorney Anderson: You are granted a variance, on behalf of your client, John P. Gillig, Jr., from the Groundwater Protection Regulation, requiring all commercial buildings within 3,000 feet of a municipal sewer line to connect to said line. You may install an onsite sewage disposal system at Corporation Road, Hyannis, listed as parcel 15 on Assessor's Map 293, with the following conditions: (1) Dining and seating of patrons is not authorized at.the food establishment. . (2) The building must be connected to Town water. (3) Any change in use of the building from a food establishment must receive prior approval from the Board of Health. (4) You must submit floor plans of the proposed food establishment prior to obtaining a Building Permit. (5) The food establishment must meet all the Regulations contained in 105 CMR 590.00, Minimum Standards for Food Establishments, State Sanitary Code Chapter X, and all other Town Health Regulations. (6) The building must be connected to Town sewer when the Board determines its availability. The variance is granted because the Town of Barnstable Department of Public Works Superintendent stated the "Interim Sewer Connection Policy" dated April 1988, Revised May 18, 1988, prohibits extensions of sewer mains. Therefore, municipal sewer lines not be available at Corporation Road. Also, the calculated sewage flow rate for the building, utilizing figures from Title V of the State Environmental Code, is only 40 gallons per day on this 0.69 acre lot. It is the opinion of the Board that the utilization of a sewage disposal system, at this site which meets Title V and all other Town Health Regulations, for the proposed building .use, will not significantly alter the groundwater in the area. Ver my yours, over C. M. Farrish, M.D., Chairman Board of Health Town of Barnstable GF/bs Date z Fee r TOWN OF BARNSTABL0 Of 1 T�� r + OFFICE OF sea ��.sr,NA � BOARD OF HEALTH ■ 3 G� 'mac f69' 367 MAIN STREET O Y11Y k' HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board. of Health Meeting. NAME OF APPLICANT John P. Gillig, Jr TEL. NO. 775-562. c/o Richard C. Anderson, Esq. ADDRESS OF APPLICANT 436 Main St - Box 518, Hyannis, MA 02601 Mark Levy & Max Brenner, Trs. of MCMAR Realty Trust NAME OF OWNER OF PROPERTY 10 Pleasant St Brookline MA 02146 SUBDIVISION NAME L.C. Plan 29719-C (copy attached) DATE APPROVED Aug. 14,' 1972 - ASSESSORS MAP AND PARCEL NUMBER MAP 293 Lot 15 LOT SIZE About 30,000 sq. ft. LOCATION OF REQUEST Corporation Street, Hyannis; VARIANCE FROM REGULATION (List Regulation) Regulation adopted on Sept. 8, 1983 and . r revised Sept 16, 1986 requiring all new commercial structures within a_Zone_'.of Con.tri-. bution to a public supply well within 3,000 feet of a municipal sewer line to connect to public sewer. REASON FOR VARIANCE (May attach letter if more space is needed) The Town of Barnstable Department of Public Works will not permit a connection to the sewer line within 3,000 feet of the site of the proposed building. PLAN '-'. TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANdE APPROVED NOT APPROVED REAS014 FOR DISAPROVAL Grover C.M. Farrish, M.D. Chairman IL Ann Jane Eshbaugh James H. Crocker, Sr. I�I BOARD OF HEALTH �R TOWN OF BARNSTABLE L-0 29 719 Dry ` ti .V Z ct S ` PRS 0 24 N o6° 43' LU O 26 0 W i N - 20 o 6 .8 r2 E ' 2012 h 27 0 V4 _ h k. N o6° �8' r2 • E 78 b N oh N o 28 0° a /89. 94 2/ o � V i ap a1 �l1 v 29 0 h /o N o 6 2 8' Z MO. �9 a 30 N a6° 26, . 0 E l6'B. 46 V *4 " 3/ h ce. • , 1, 1.54.70 r .1 c•e• S f Scudder• �� � _ 6,417 Cerj Separate certifleatep of ttit/ may be issued for land shown hereon asJO�_ 6__�d£Y_ _________________ Copy of part ofp/an By the Court. find LAND RE6/STRATION Off/CE OC7 .90,1974 Scale of this plan 40 feet to an inch R.L.Woo dbury, Engineer ror Court•- 4740r Apt IP -- - / - ---Recorder SEP 02 '92 14:25 BIRCHTREE 154 P01 Us,ro y-to A I..� ram.. P� .; .'• i, PRECAST CONCRE '" H2 0 REINFORCED,—* f 1.: I ah1J ,.�,!�_�—=F.^.r... �'.�, �aA�'1•;.!F<i��'ea':.d,�.,..,�A'�.1. M�lt���.!. f,�. A*�h,,:�, �, l SEPTIC TANK . r ..�..✓ ��a rN5TAc.4 ON LrvEL BA.Me ,!f la.aPn �.....r✓)>�• .f AA• rS' -70'� C �'• !r0.!9 it 1 / P,7FCdST CONCRETE]— 47' R N GE i r LF.ACN,FNO Prr �ELEPA Nx.. ALL ' "`•i.. 2. ALL PIP65 7HL- ROAR0 7 j 1 wHEN ccws, 4. ANY CHAN6 ` gY t ov !GREASE AAA �. :�' d ! NA TER SURVEYING ,� ' IA ' � 'q L ems/�8 ..._.._..�.•__� � .� � L,S � N ✓• v �'•�` h x' NOR1N.ARR IVDT`�r 7. FIL666 1 ,,. •PpEGA9T CAVCR6T :.i' ,i• i.e. moo' ^yo• ,� `'t•" "!� ,SEPTIC YAhC! - �` ,v¢�';Cir:: iJ.. ,�.., rs 'r�N:a• •., :!��• ;��..!':',r� )Qs YJ'f:I��L•� ..a?- :• Ada":.a .,,'fl:,, ,,f: .L�LJ� 1.4 fit- � �' y .i ;ai»` '�'.�. .0.,afyf�. ,sr �'•�, f rX �a�y iTi.. 9A 9Y yCz . n nY r ' �'_"_•_—.. /� t PLOT PLAN SCALD'1". !'t 7,' :.. j k,.r1vvv K ,, t { w.b tlrSS y" . ,. ......:a,.,•,,,. ...,, ...y,•J.ar-.wie� ..�; ,.••'.rlrlMv'-R.r�( ^1P70'• . SEP 02 '92 14:25 'CHTREE 154 P01 PRECAST CONCRE)PE. : . �.. .... ..... __ _.... :T.- `� H--2 0 REINIC019CSD f SEPTIC TANK C".,T, •t+PPA7'/O/1/' 7'RF�T INSTALL ON LEVEL BASF ' 1 A)l 6,0; .. •io/•/� I ""fib �� i .�: iw+Or rr.....rl)' •r'70• +�' _10'/ G - � .�'• 1'ro.r9.' • ���`'\ �. lam,) ' � r~� � ..i, I p4FCAST C^N ,CRETE ff�(.HjNO PTT / ALL ELEVA rx ; { l 2 ALL PIPES ''� u e' .. „3• THE BOARD MIEN CCWS, / I~ TD 9ACKPIL 4.- AW.CNANG. gr Pc 9 9ACASE lAA!' a e„_ �': SURVEYING '( '� .`r/,er _ ``: _�ti� G. :t;Y. 1 • ,.VMMrItI.1 P coot x'.Tj NOR IN 04 is Npr10 i 7 FLOdb)PIA � MA1F� 1 c' 1000 SALLONM1;"rr. � .;,.• S RYA' � .. PfiECAsf CAVCAIT ri� { e• tee. •ye• " ,'': "� ..� SEPTIO rAw t ..`�'GE ` f � ,ice•} r>x�t}, ' w� , ltk � - � � is •�• ,'"G'��1•'•.y ..'yl� 1'::. .I •'�. C `):.x .i�. .iil ,•+ ..7jf•1�1%i: sia � .I." Ti Xr•T. Yie WM//? �•� .�-" ..'.�L_'ry.l4"•!pr .. •�?�'.'� `Y ,s.,..:. 'a':;,1�' ;:fM.,.'i�.{. y� ' N ,rr. •!:•'f•-. .'ii::•ii1V. •1 1. .ary,�. "+! t_'r�,.1. t r.�� - PLOT PLAN r .r:{r;• sc �9.�brf.'':i'i .;w '�h ��f�'�t'1' ••r t.,a i}�:.� .�?i•` •,�' :R '� �y Epp �A�► ' •ram--'�,� --- ..�. „+�. ,,..:C ... ••V•.r .• 'U.{ _� �' 4'r ., �'.M'YH�IWt•!R� _ I j . SEP 02 '92 14,25 'CHTREE • 154 P01 _ .1000 GA LL ON 'h 14 , PRECAST CONCR �"�;;'' Trr , ...... _.... ...T.._. H--�0 REINFORCED f<, i 1� A �" ,i°,1►'' ti,d#• •f' 1 '}1f 1**�, I 11A t'h.•�' � " SEPTIC ,,.. C orb Fd7Pr4 7/On/ S 7'REf�T` — -- ON LEVEL BASF . INSTALL Jf la.wPr �... .•r/)� .11,}Or rt• _1n1' G �'. f!'O. rp i At V r P?FCAST C,^,1ICACTE_ � > N! t f G6AGH,(ta PIT1.•v(� •� r 1 % ELEV _. ... 3 �� `,: 2. ALL PIPES THE BOAAO .1 •�.'� � • lvHCN CANS, I~ Z TO BACKFIL < 4.' ANY•CNAIV6. logo gntml :r: gr its' �94 9WASE rAAP — zo' r .I�.• ! Comm r"M S(JfaVEYING Am mqrALs ,•,.;; �h5� �•:'��; ;° ;� �:'' CODE xF:fJ AND B RR to • ND >N A9 1 to 1 SEPTIC rAW `••\ '71fZ a+f 1 '�� .. ^, 7r( i'1'• ; �aL I�ir: '�.�tw J� r.-v�JBJr— ,. 11 o w K q'r WJ y, .'J CI f.� 7lrlfw �♦ .i{' ' M1 'fr i•i 1Ti.s r L ry• \� 'r •'A ' ' _ \ �:y i ��w' ' �, .,,>L � •t,r + ��..' � BLS•71�`Y ,! 14 Wo .�•,Zr Y.i WM/,T r+... .��' • .1�.^;i�t��, �"'.�'.,� l 1 �SI"', .I PLOT PLAN " �` ) �`• +- 93 , SEP 02 192 14:26 I'C:HTREE • 154 P01 1000 —GALL.ON `-. C a �s.ro co t PRECAST CONCRE rE N 20 REINFORCE ` 1- SEPTIC TAW r C v,r I-eOPT 1 7/0A" -S T'RF67" .r---- INSTACL ON LEVEL BASE tea ,// /er.Pe (r. •A)l' .r A:• -t'S' �e'� C 'r• �!'O.l7 ~` ,'. 1 .•• Re.aa ;b;.„ yo.on' •... . i / P7gCAST C.^.NCl7ETE_ • 1 U' � � � N �'• (7a� 1 / l.f.•GNJHO PIT ,'.�Irl •-.,�,� ! , � .' .•� . / • '/ a, ALL VA Nx ALL f P 2 IDES a_!S•'. ., i j w "1.., t N M ' • 3. THE 8CARD •1 � ' 1vM[N g Ctws r Tp ACA'FTL 4. ANY,CNArw NG. OREASE �AAP1 r.e' �t• t SURYErTNG 8 "_ _" _ ' Z: _ CLUE, AiTTIF Z �. ..'i , •y .t. ia,. 1, . n . ,:...; •� 1'- �:;' 'RAG ES.�� 1 NORIN A B. a �o is Nun to i 7. FLM6 A 1 • SEPTIC IAAK �' � . ;i`.' •,•,y t x It h t•. NI � - 'f °fie a,: '�f.•C e ,�:t. N � l�,f �� t 1 t0 j/ 1 is. 11�'C�.M � Jt 4 • (IfP t' wt ' e a•:c:c :aft;:,.. ,;0,,3 y?•r«�:� ,.:�. .t: ' ''--'----- r/ PLOT PLAN •' ��`-���,� `�.{;�i"��sa'•.� it 1�;: ,,_ i 41. ,,..., � '• y SCAL 2�9.��'F,,'!ti r'�;�. ,L � f�w.f.�'�!...• ..r r>1',ti,/; Y f. .. '4 ., 1 � .. .: . .,, ,�A�!• - •r-- „r. ,.. i. .ir •11.'.1 31+ , 1•. :U,kh+1M�! � trul i,I.._I tv 4- C. ►b ... -._... sJ -Lzv �/ HAND SINK � —T—OI CUB►oM>r c IZE�Q ti s Mimic s M E WOMEN BAV F7�u�ei Sim Ic aQ 3 �3 IVf" q1c, I /�z �L'M/4iti. lJGMc •T�i � � o - C - �RiVE �P ►'������- /1 •Gtii, 1vi�•.�'�nw �'2 � G 1� Jc �1 � G� H . - _-... HAND SINK i c' � � rno� MEN N • ,�, Cv�"oM�. c 2 S►N K I WoNE TN Y �s D o SINK_ 015D door �tp - � � Pr-t ��c h� ..� iA Y- c yr �'�--r- A• _ H Yft���-+� 114A Ivf'c --7/ o t � vNk�N �CW V�i'S 1 •' NQ y�r` �•:���al d-n o r� o7 ?� �aN_V � CODE �l ?n�3, �iA.i�,►a •�/� r! HAND SINK c` Cvot�� �EQ sic EN WOMEN � ti M� � .04 D ��- A Y I 0as�7LIrk-b Vq *4 A MV4 N dye SF-A= — W�uew� —C HLZJ / �co I c .� rz M o'P I Cv� M� r,Er-�Q s l N KTN I �''� N :Iwomr;;W -3 3NY S ID aQ _ TAB;.1� I K - ,� � ,., S� a t�Q/) I�/'1 o pph�'►�� V/1)-- o v T f. P n lr-,,e-h F-i .i I-A Y- c yr 1'1-7- A -�o ct, ►yf-c 17/ o vNklP4 -Da v= 1 - �(LpoCt LTA ti I�r . -T HQt� A.M.Wilson Associates InC, December 20, 1988 Barnstable Board of Health P.O. Box 534 Hyannis , MA 02601 Re : Groundwater Impact Analysis John P. Gillig Project Assessor ' s Map 293 lot 15-1-1 (our file 2.0404.0) Dear Board Members: At the request of Attorney Richard Anderson, our office has calculated probable. Nitrate/Nitrogen loading from the proposed project as noted above which is the subject of a variance request from your requirement to connect to the municipal sewer . It is our understanding that your office has recommended that the project be classified as -"dry goods" for purposes of determining wastewater flows under Title 5 and your own regulations . It is further our understanding that the site contains 0. 69+ acres. This produces a wastewater flow equivalent to only 60.9 gpd/ac: considerably less than 330 gpd/ac flow generation normally allowed by the Board or the 380 gpd/ac allowed by Zoning . Even if we were to consider an alternate flow generation classifying the site as a takeout restaurant with one service window and the total floor area as dry goods . in addition thereto, the project flow would be only 192 gpd. This is equivalent to 278. 4 gpd/ac; a number which is still 15-26% below allowable standards . Taking the worst case scenario for Nitrate/Nitrogen Loading - the highest wastewater generation, and 2000 square feet of lawn in a year with only 16" of recharge, the equilibrium concentration would be +5.9 ppm. Should the lawn be eliminated, the equilibrium concentration drops to +4 . 6 ppm. In a year with 18" of recharge, that concentration would be +4. 1 ppm. Using Board recommended flows , equilibrium concentrations range between 2.3 and 0 . 9 ppm, depending on whether or not there is a fertilized lawn area . These Nitrate/Nitrogen concentrations are below the average concentrations in the relevant Zone of Contribution (Zone 1) as computed by SEA Consultants in their 1984 report. Those values ranged from 7 .35 to 6.79 ppm. SEA Consultants predicted that if Nitrate removal at the Town ' s_ Wastewater Treatment Facility were accomplished to reduce effluent concentrations to between 10.5 and 12. 38 ppm, equilibrium concentrations of Nitrate/Nitrogen in 911 Main Street Osterville/MA 02655 4281450 Zone 1 could be reduced to +5 ppm. The denitrification experiment recently conducted at the Treatment Facility and documented by Sterns and Wheler shows that this may be possible. Our recommendation, therefore, to ensure average concentrations of Nitrate/Nitrogen from the project not exceed 5 ppm, is that landscaping be designed so as to obviate the need for artificial fertilizer . Respectfully submitted , A. M. WILSON ASSOCIATES, INC. P Arlene Wilson Presid nt 1288AW20 :ek Attachments: loading calculations cc : Richard Anderson, Esquire r. Jog ✓ ' U % ;4"- a. :. A.M. WILSON ASIATES, INC. SHEET NO. - ' OF 911 Main reet OSTERVILLE, MASS. 02655 CALCULATED BY DATE (617) 428-1450' CHECKED BY DATE SCALE ts,eat Im i L�.- ................. — —AAIV _ -- - __.. ._ ._._.�..� ..... _Wiz.: :- ___ -..... -- _......_.=-..._.__ i --=--- ......_�____.......___.__. ...._....._....._..................... _...___oz.._._._.. .� _s -- -...................... - _ ...... .. ...- --- -7 - - - -- _ . .........................._ .._.._0 G -- --- .____..._._.: ..... _ .z ora._ s ..... - ..w. ............._:._..._ --- �..___ ..............--r:..._�.�....` .---...................--...._..._ ..__..............._........................-----......................_...................... .... ._......................._..........._................-......................................_.. ��s PROg1 m fN-F-a—M Inc.Cmma mm owt. J JOB A.M. WILSON Ac YMIA-ITS, INC. SHEET NO.- Z OF 911 Mairmweet OSTERVILLE, MASS. 02655 CALCULATED BY DATE (617) 428-1450 CHECKED BY DATE SCALE .............. ........... 41 AV-d&4 .......... .................... ..................... "u S.- .................................... ........ ..................... ................. ............................................................................... ................ V ---------------- ................ ................. .......... ............. ....................... ....... .......... .......................................... ...... ........... ................... ............ ..................... .......... ............................ ......... ........... ........... ................................................................... ......................... ............................................ -511 .......... ................................... ...................................... A-11.................... ................................................ Z4, ...................... ............................... . . ............ .................................. .................................. ........... .................. ........................................ ........... ..................... .......... .......... .................................................................. ........... .... . ........... ...................... .......................................................................................................... ......... ........................... ................ ................ ............ ..........21 ........... 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OF. 911 Ma*iotreet OSTERVILLE, MASS. 02655 CALCULATED BY DATE (617) 428-1450 CHECKED BY DATE SCALE ............ ........... 4woo .................... top "rx .......... . ................... t4g ........... jaA& ................... ........................................................................... ................. ...................... ................ ............. ................................................ 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":.............7.............7........................................................................................................................................................... .......... ................................................................................................................. ..............7...........7................................................................................................................................................I ..........7 .................... ......................................................................................................................7---------------.................................................................................. ............................................................... . ................................. ------ .......... ..................... ........... ------------------......... .............. ........... ............... .............. ................................................................................. ..................... .................................................... .................................... ................................................ ............ ..................... .......... ............. ................... ........................................................................................................................................................................................................................ ................................................................................... ...................................................................................................................................................................................... ............................ ............................................................. pmw mi/NF.y7 Inc.Gum m..oon. r �^ NOT TO SCALE C -.-A.�s� TOP .SLAB FINISH GRADE ra�. ! FINISH GRADE OVER EL fXNISH GRADE' OVER ioz c V ° :.e. • DIST. BOX FINISH GRADE OVER � .•0. .0• / t SL�'PTIL' TANK .,. ..e ,: LEACHINGPIT , . :.•� . , ,,; . .., . ""mom: —ter • 0 '' r ... .. .. . ... ....:. a ...e,. :o: o::.e ..a:...e:. ....•.•o. :::. '�:..:.!:... !� --` PRECAST CONC. OR e. P. ASHED PEA STONE BRICK G MORTAR s: 3 :e OUTLET PIPE LEVEL TO 2 BECOW GRAD 1 J E 6 r..p•:o r e• ;..•e �` __._._—� FOR 2 FT T. MIN. !• . . . o ..o. o.e-a. o,a .,. .n 1 0 ' 0 :ti• 9 2.5' 'a z Cj I. OR PVC TEES CI Frrn•�r.j�.Lo✓c 0. a t:. ' ./ ;. •.•.0,. .• ;p '-' ,':• D'.. a co.. R.s ter.-. ___ as -:o•:¢• �' C� 9 1000— - - -- GALLON 01 S TRIBUTIDN BOX '0 .e p• d , 99hb • !: H-zo b V A E _ » " o •vd e aNSTALL ON LEVEL B S 3/4 TO 1-1/2" Q 6' v PRECAST CONCRETE p RECAST Z� P .. •b � WASHED e a .-. CRUSHED, I ,4 h�_ 2 0 REINFO/-�CEU 4 CONCRETE TONEx } _ F 4/ +. _ a ar Tr _ .. 4 0 • tt o . • •. .e a eo oo. e..o . ob. 8 0 I H 0 REINF. '.p. . .•b I SEPTIC TANK : �.a'.'•e•:' . • a SE . ..a.. .... . o r INSTALL ON LEVEL BASE r COTE. EXCAVA TE TO ELEV. 88.0!'OR . e.e. • o, :o . a • . o _ter E�j< os� �'svarss . rG /ooB$ 0• .0•. ., ♦ D, OWER TO REMOVE .ALL IMPERVIOUS - ""-- MA TERIAL BE TH THE LEACHING- AREA _ ,j I o i ...E/, _.../-oa.00 a./r r..Nca/)P- 3 c�'.�'.. S.S� r�0" � •� 9�''O. S$► 2. O. - REPLACE EXCA VA TED MA TERIAL WI TH 6 '-0 " Z s CLEAN, CLAY FREE SAND 10 -0 • EFFECTI VE DIAMETER : T PRECAST CONCRETE', �` ia' LEACHING PI d ,� f GENERAL NOTES - LEACHING PIT � `►. a k -•,►',: ""` ; INSTALL ON LEVEL .`BASE A SSUMED L ELEVA TION.� SHDWN .ARE BASED ON , ~t, N ALL PIPES 'IN THE SYSTEM MUST BE CAST IRO a o OR SCHEDULE 40 ;PVC, OBSEF�'VA TION PIT 3. THE BOARD OF HEAL TH HUST BE NOTIFIED 70 o ., WHE CD _ c PERCOLA TION RA TE.• 0 TO BACKFILLING N T BE APPROVED 2 MIN./IN. ` o , ` 4. ANY CHANGES IN :THIS PLA MUS 1006 GALLON BY THE BOARD Oi- HEALTH AND CAPE 6 ISLANDS WI TNESSED B Y.' GREASE TRAP v 1 - Z o r SURVEYING INC. G DUNNING .� �} _ Los 2G ZF_ o CO..• ►� V 'MA TERIALS AND ."NSTALLA TION SHALL BE IN � : � 5. ,, ; BARNS F: L TH 2 BRO. o HEA DESIGN DA TA COMPLIANCE WITH THE STA TE SANI TARY ,. ,, - ,. � OC T 4, 1988 , � . DATE v CODE, TITL . V AND LOCAL APPLICABLE Gt/L'A TIONS RULES 'AND 'RE , o � N 7 C j' S ANO \/ h 6. ; NORTH ARROW. IS FROM RECORD PLAN o NO o I <, R SOLAR PURPOSES GARBAGE DISPOSA L �. IS NOT TO BE U.. Eu F0 7. FLOOD HAZARD ZONE C y� DA IL Y FLOW 90 GAL 00 GALLON - 8. ')VA TER-SUPPLY TOWN WA TER SEP TIC. TANK REO D. 1000 GAL... PRECAST CONCRET GAL . ;Z SEPTIC TANK PROVIDED 1000 `) SEPTIC TANK 5� 40 GPO „ c LEACHING RE©UIRED Le. _.2 PP C � SIDEWALL AREA _ 188. S.F. , 188 S.F.X 2. 5 G/S. F. _ 471 GPD BOTTOM AREA 79 S.F. LEGEND 79 S.F.X . 0 G/S.F. GPO Q� LEACHING PROVIDED 550 GPO [NOV 1 6. �...�., /Vo W-7 Ar-1 Av -__ Pf7C1POSED ELEVATIONIlk _ /aa....... � EXi STING CONTOUR h I C OB."ERVA TION PIT OF ,, P ,❑ DL. TRIBUTION. BOX , ' r o ��Cf,� �� PROPOSED SERA GE DISPOSAL SYSTEM . 0 L Ell CHIN& PIT aa., zsa�R :P SPARED FOR � r , c E N N TANK , 1.. '.d .. : ... . ..t.�.... '.:: i, ..: ,,.a.r. .... .. , , r,:, ,, .. ,,: 1. , rv:... , .:.,.. .' :.:, .. .: 4'. a .,.....,.r.-...:..: .. b is ,,. .. . .. Y.. .. .. .. .,. .. -. 1 ,. .. ... r ':.:'. ..:' .. . 1 _ , . 1 L C1'TS � 6 __2f3 CORPD�lA TION STREET r { , ' 1 1 N V , E" E _v r f L f-tYANNIS MASS { Gent r� �\ 9 S" CHAR PIE)E INVERT ELEVATION SWUM UM sx \�\ � 9.2n , �., DA TE. O�� / 1 CAPE G ISLANDS SURVEYING, INC. PLOT .. crS L PLAN ~� . ` ,, `� SCALE AS NOTED P. O. BOX 334 B� SCALE.' 1-n"--_2.0.._ - 2 - F� ._ _ _ '� .\ 7 8S TEA TICKET MASS, 3 8 93 ch.,, L,,%_.. _ —� x .� PLAN NO.:S/ 3 ---- 'z- tIP SEC {��. D. HIES :f1lf•1.11•UKV.'1.[AM9'iC6 yER'ps1151lBINS!iYIV•it»•WC]ei: N.R`AR."1WI-'4.LOIA9R .. .19.mJIP.itORlrl1F YF' ,'. ....+ W n- . ,. I1R...1101•Vh%MNVRIWIt. J•1.f11VI99lJe2Y1rtN •AMAIN"mMu' r