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HomeMy WebLinkAbout0002 OAK STREET (CENT./W.BARN) - Health 2 Oak Street Marstons Mills A= 173-004 a TO)YN OF BARNSTABLE SEWAGE #2002-0/'2- ".iI.LAt;E— ASSESSOR'S MAP & LOT 7 INSTALLER'S NAME&PHONE NO. �a -533-7710 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) -gel 4 NO. OF BEDROOMS ,y�I �y'57 BUILDER OR OWNER C�i75c� Z+itG, 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 Ed W` a n Fa ' ' If an wetlands exist Edge of eUand and Le ctu ( y within 300 feet o f � Feet Furnished by v --� A cr Ta•�,ic 2 3 z A 2 27. .6' rL 62 e1 A" ';5 Air? — No. THE COMMONWEALTH OF MASSACHUSETTS FEE /0O ' BOARDS OF HEALTH . Tower OF 6+n& 1S1-XA1,165' APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( r) - Complete System ❑Individual Components O 1C�7 � ocation ^ S^�Clwner's Name _ J It a �_ Map/Parcel# /�1 J `11 Address , L / 7O � �ti, Z� Lot# / Tele hone# Name SQ(MA�•,,,�'r` Address �y�— (.-3�rrss 7 TvsI—R33—777� V S Telephone# Telephone# Type of Building: Z- Re'� �6rjAL. CLMS0.0oP-4s Lot Size 7.3 Z, Sq.feet Dwelling—No.of Bedrooms tl/A Garbage Grin er ( ) Other—Type of Building �9cV%c-/�o.of persons Z-4-0 Showers ( ), Cafeteria ( ) Other fixtures ilSt S 6`Iri / STiKl1Z Y emL eJ a'Ttle�l� iE+-I G y►�,� Design Flow(min.required)l ll ZCb gpd Calculated design flow gpd Design flow provided ji2_I Z gpd Plan: Date �5 Za''D 1 Number of sheets Revision Date ;3/A Title SSA'?3F'i&!I -SfVSA-L 064A74) I'Z00 OLD ,mde wn-jo Description of Soil(s) !'I i�JG- tS t Soil Evaluator Form No. I l Name of Soil Evaluator'PAP ICL K.S1Atlg Date of Evaluation 4V1eP1Q i DESCRIPTION OF REPAIRS OR ALTERATIONS (2-6 N-1& .S YS7P-M The undersigpn#agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fu ag snot place e s n Aeration until a Certificate of Compliance has been issued by the Board of Health. Signed Date 7 I-,),w 7— Inspections INST R MUST ERVISE Avg -on ERTIFY IN WRITING AC�p .,M3TALLED IN STRICT IVF FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 t t ) -_Q }' HE,COMMO 1�c�P "TH.OF MASS CH�Ug ETTS� .rvK FEE' �D� + w t Ar y.• . 1 ! a' Fes % t BOARC� O HEA T14 tT C _tj APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct'( Repair ( Upgradt,( ) Abandon°!O - Complete System ❑IQdividual Components _ v Location -I wne,l lame r -7. OA 4 STD C- �2J I t 1 O Map/Parcel# �f�y Address w+�""- Lot#.�- �e h # � `'tJ�6., ►N I Caller`s N me c es is Name ,(: �� Ac>%en / i t s� kP ;r \.eU C �aX, I6m r3� s�', n.�A 0 Addres �¢ ress Teleph(ne# _ t Telephone# Type of Building: Z- (4-G�71cioJAL r-WASSRuuN1 ~F _- Lot Size 917 -7 3 Z Sq.feet $ ` Dwelling—No of Bedrooms a.1 f A n -A '`� Garbage Grin ' Other—Type of Building REOWKr17 AxjoiNo.of persons 2-410 Showers,( ), Cafeteria ( ) A Other fixtures'i1G S 1 v 6'ru / Se►J �` l2.y e)aL _J T C 4AE'7F7L. A I �r2 SNd d- (a� Design Flow(min.required) 2.C�U gpd Calculated design flow 1 gpd Design flow provided ? 2 gpd Plan: Date � zcb l o I Number of sheets Revision Date ;3/A— Title Irl:AA, !% 7:511 WA t A. j CX_ 40+7,43 1 Zvo G C.b Description of Soil(s) t ►tilt` sd6o&� Soil Evaluator Form No. I Name of Soil Evaluator9l�,AO IPL Nl..SMt1W Date of Evaluation .. 4V/Co/o DESCRIPTION OF REPAIRS OR ALTERATIONS co NI &knr s YSZEI?!j The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furthdlvag es not place a yste nbperotion until a Certificate of Compliance has been issued by the Board of Health. Signed. Date / / '1"W'Z•_ Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 , No. D00,2 -0) THE COMMONWEALTH OF MASSACHUSETTS — FEE / a_ g0 Ir�rAt BOARD OF HEALTH k l l CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ,Complete System The unde signed hereby certify that the Sewage Disposal System;Constructed( ,Repaired( ),Upgraded( ),Abandoned( ) by: �l �1�trr119 /,/4rr at � c t-u w e r'I./ r e', K/_I(P has been installed in acc -danafwith the provisions of 310 MR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. 20.2-D/2 dated // 02 Approved Design Flow (gpd) F Installer / Designer: Inspector iv0 Date-.v J�The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE 10d` BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at I� to r Id _ as described in the application for Disposal System Construction Permit No. an 0 2 -0/1�t_ dated 0 r / Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date- O I f/i/lU Board of Health,: FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96w,ti .H&W HOBBS`B'WARRENTM PUBLISHERS-. BOSTON 01/18/2002 00:00 5087486645 THOMPSON PAGE 01 } Eastbound Land Surveying, Inc. P.O.Box 1836. 41 Meetinghouse Lane,#8 Tet..(508)833-7753 Sagamore Reach,MA 02562 Fax;(508)888-1107 Fax Cover Sheet Pages including Cover: 4 Date: 1-18-02 To: Dave Stanton Company: Health Department Phone: ( ) Fax: (508) 790-6304 From: Robb Sykes Company: Eastbound Land Surveying, Inc. Phone: (508) 833-7753 Fax: (508) 888-1107 Comments: PieewcWAm wdeWyifywobnotreoefrea#dowffw sorfyouamnotfenecofentofftdowmentbapogsafon. 01/18/2002 00:00 5087486845 THOMPSON PAGE 02 ARTHUR C.THOMPSON ROBS B.SYKES,RL S, 1929 TO 1S98 THOMPSON SURVEYING AND ENGINEERING, INC, P.O.BOX 1188 SAGAMORE BEACH,MA O25e2 (508)833-7753 (508)888-1107 fax 01/18/2002 Dave Stanton Barnstable Health Department 230 South St, Hyannis, MA 02601 Re: Pressure Dosing System at Christ Chapel, Race Lane Dan Smith, the.design engineer for the above system has researched the requirements for maintenance of the pressure dosing system. He spoke to Brett Rowe at DEP who informed him that the 1995 literature entitled "Pressure Distribution Guidance"includes a section on construction and maintenance. I have included a copy of this section for your review, Brett stated that there are no other requirements other than those in this document. Please contact me.if you have other information. Trunk you very much. Robb Sykes DommenO 01/18/2002 00:00 5087486845 THOMPSON PAGE 03 Siphon brealts traugt be provided in networks whore the low watbr Level the chamber is above the laieml inert. W. CONSTRUCTION. ONSTRUCTION AND MAINTENANCE n*construction of the leachin8 feelty in.regard to excavation aril phaclrm m of stone should follow gandgrd pta�• The "I'll distribution network can be field installed but it is strongly recommended that the perforated Pipe be pry ina shop under controlled conditions to inb�ue w�ifonn+t}'• will be knited to inswft that:N. pump(s)and p my Normal er ce activities gin of float.switches, pump operation and alarm fu 60A chamber arefiMCWMxW pry' ' QUO m ed to insure that there is no should be performed penodkwly The puP chamber should be speM sOA&carryover from upstream which could clog tbie distrtbtttion laterals or tJ7c ler>bclting beBy- Djwaulkn-Page 12. �,.. ccacaaaaac aG:cT zaAzittI•A PURPOSES. `: - w� f,y/w w -A 1 j ` ' �' 6b S. 7 'f 5. NO CHANGES IN THE FIELD WITHO�IT PRIOR T �- , J� NOTIFICATION OF­THE DESIGN ENGINEER. 6. ALL TREES WITHIN 10' OF THE SAS SHALL BE N REMOVED. ALL ROOTS VATHIN THE SAS SHALL BE vS+ey '�► �Q D-�.►��G+a.r ft REMOVED PRIOR TO INSTALLATION OF THE SYSTEM. + , �d wC` 3X► 7 THE SYSTEM IS NOT IDESIGNED TO ACCOMODATE �S K i�• ,)/ -f P✓ qtw�6-4*.A GARBAGE GRINDER. CD CD b del ?Y0-6 0 Y (A) CD OF -��,- , DA O s c f, Y yy Gl�.itil. t` L 'ter• ShOTH pp C1V PLAN VIEW SCALE, 1"=30' 4 A z PROPERTY LINESANITARY DISPOSAL PLAN OF LAND kn EXISTING CONTOURS 1200 OLD STAGE ROAD m -- PROPOSED CONTOURS r w PROPOSED 4' PVC SEWER/ Go ClEANBtJT CENTERVILLE, MA. Go 0 --v-- PROPOSED TANK VENT/ PREPARED FOR CAR®ON FILTER � m ELECTRICAL/CONTROLS CHRIST CHAPEL, INC PROPOSED FORCEMAIN m ® TEST PIT 8-�0-01 • SCALE. to .30, EASTING TREELIKE CIAEASTBOUND LAND..SURVEYING, INC. m .�. LIMITS OF CLEARING PO BOX 1836 41 MEETINGHOUSE .LANE, #8 N X. PROPOSED SPOT GRADE SAGAMORE BEACH, MA 02562 t. SHEET t OF .3 DWG. NO,: E0016tOWG a a oc/X TOWN OF BARNSTABLE LOCATION SEWAGE # -2— VILLAGE L`�� C� AASSESSSSOR'S MAP & LO/T 7 3'�d Y INSTALLER'S NAME&PHONE NO. 17-71494, e 6�W �A!/3 �a —533-77!0 SEPTIC TANK CAPACITY ©D /�O11 LEACHING FACILITY: (type) A ye Z4 ILA 2 (size) NO.OF BEDROOMS /UA 15,57 . 4 BUILDER OR OWNER, C��r,S e/a70 PERMITDATE: // O2 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 f ©©�O Feet Furnished by -"-L i 2 T�wk Cbam6e P TOWN OF BA NSTABLE ., /mil s LOCATION Z7 SEWAGE # T� VILLAGE %g ��►-s/,��� m ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.� Z. vL 4/27 `/ SEPTIC TANK CAPACITY f 06 LEACHING FACILITY:(type) /' / 00o (size) NO. OF BEDROOM. P. - OR PUBLIC WATER BAR OR OWNER DATE PERMIT ISSUED: 3•~ 7 DATE COLiPLIANCE ISSUED: VARIANCE GRANTED No �- C����<� c . �+ � 4 � `� ~� 1 V �._. _ -. TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: Board of Health MAILING ADDRESS ' � � � "�l � �� �!n/ Town of Barnstable TELEPHONE NUMBER: ®' �� � P.O. Box 534 CONTACT PERSON: /i /e� % -� G L Hyannis, MA 02601 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered when stored110 Please put a check beside each product that you store: Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners 1( Asphalt & roofing tar-,*,0 Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.MAuto Body Shops O unsatisfactory- 4. an ufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Class: 7.Miscellaneous 0-� ANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS Case lots Drurns Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oil waste mo or it (C) new motor oil (C) transmission/hydrauli Synthetic Organics: degreasers I V Miscellaneous: DISPOSAUR.ECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply O Town Sewer )Public ,kOn-site O Private 3. Indoor Floor Drains YES NO 'K O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NOA ORDERS: O Holding tank: MDC O Catch basin/Dry well O On-site system 5. Waste Transporter Name of Hauler Destination Waste Product YES NO 1. 2. Person (s) Interviewed Inspector Date I --' ' _-- _ -- -- _.., - j. , ; n , - s _ - , -,. - .�. „ .,.,„ . .k: TROTTINGBREAD LA. PROJECT DESCRIPTION : : : - :f_ roc ' s: _ CURRYCOMB DERBY DR. . I 1 CIR, STALLION WAY APPALOOSA WAY THE PURPOSE OF THIS SITE PLAN IS TO PRESENT!AN ALTERNATIVE TO THE ON SIT.SANITARY SERVICE SADDLER LA, SYSTEM PROPOSED BY CJ ENGINEEERING ON A PLAN ENTITLED SITE PLAN 1200 OLDTAGE '1->I,"1,;�I�A�.,-,'�:l._OI,I I-"I.�II.�- I z\/\II�.I.I,.I� )"1�,I.�"I �I.�.\I.�.I I I II,1"/1,�.I'I.,`.I,1��I,.���III 1\I,,\.-I I.I.\.1 I.1 1,.1.,\.\1(,..�I..�.,Q\.�II.�-/�.\.�)4,��zI II-C,I�Io I� �1IA,.,7"I�t.��--I,..�,I.I.\�...����.-I.�...I I..­-111..:VI­_111­:�1\1 I1 I,I-A,.1,...:.�14_�I�I___-�..,�I�_1­I.II,..1:�II.I 1"-..I'_z I��I�.-I 1.�II��.I�_I�-,.._I.��-I.�I I-.-�,-,.I�I.�..-1 1�I.�-.���I1.�.I._:1I.)V,I."-:�I.I..�A.I.�I,.I..II I I I�.I.I�.I....-I..III\/I.���.._:-_I:\I I�:,,�1 I.­.::\,.a....I�.\��:.�I.,,..�.,1.11�.I.:..�I...1�I I.1.11.,......-".�-I�,,S�.,,,�T..:11-1.._II 1.�1,1,.,�I��I..-.,�..I-I�II-1m I:.I 0 I.II'%�I_�.i,...���I�-I II II I_.-,.:_-"I.-.,�. 1 IDI I,-.�'�I.-I.Ik E'I I�...�S.11�.�-�.�_I�'I/%G,II�I.�I I.1�.-N::.�"�I...I�..:q�.�._�iC1.,._-11.�1�1,RI1....1_1-...1_..I-r. iT�I�.�jI k!'�,I�#,v,,Ii.,�1I1II�.II"�lI,I,,�_I-,�-�t_,S, RggD Row-" CRANBERRY ROAD CENTERVILLE DATED 00 AND REVISED 2/7/01. t 0 1 :.- /� 6 LA. HILL DR. q V v PARKER MINION UNDER THETPRIOPOSED AOTERNAT VE BUIILD NGS OA I?ONENTS REMAINED THE SAME HOVER, \6_1\ F & B WOULD SHARE A COMMON SEIC TANK / RD.. o PUMP CHAMBER AND SOIL ABSORPTION SYSTEM. Q " �. �d pi . t c Q �� PREAKNESS PROPOSED IMPROVEMENTS AND FUTURE BUILDING USES REMAIN AS FOLLOWS: Y2;` $ war 9 - ,.. .. �:: �.: O i s 3 , - a,. P.. ...-sibs. -.... .. Q- 4 k O �.. __..s- . . _...___ ,..._ .� >_» ,.. ..» -. r..,:� .:: : . •_,: ..�..... x.: .;_ » .: . ate. . ,, ., w z_. u_r.... :� r, mod.. �:,�: 1, .r, _,:. ., ___. e HANE Rn:' BUILDING A. MULTI PURPOSE BUILDING 3,278 S.FtI - p.� <U �- P _..._. _........... .. _,_,._ HILL P Z r, v x..>... W; , ., _., .., .. s - FILLY WAY THE PROPOSED USE OF THIS-BUILDING IS FOR INDOOR RECREATIONAL' GAMES (BASKEf.I3ALL,. . i / BLACK HILL RD, VOLLEYBALL, ETC.) AND A GROUP CRAFT AREA. PROPOSED WORK INCLUDES: ;REMODE,NG TO �p0O cj0p BIRD RD. aAK HYDE ADD BARRIER FREE TOILETS; A NEW SEPTIC SYSTEM; EMERGENCY LIGHTING; ADDITION/ EXITS;' O 'pAC YEARLING LA. c PARRD HOLDER LA. NEW WINDOWS; NEW HEATING, ELECTRICAL AND LIGHTING SYSTEMS; AND A FIRE ALARN.. SYSTEM. \ O ` e / ANE Y 3 0� BUILDING B: CLASSROOM/OFFICE BUILDING (3,415 LF1.) d . PROPOSED SOIL ABSORPTION - - 3 f�9cF THE PROPOSED USE OF THIS BUILDING IS FOR OFFICES, CLASSROOMS, AND A LARG ,,ACTIVITY' SYSTEM SEE DETAILS SHEET-2 " , - " _-<- q�' t ROOM. IN THE FUTURE, IT WILL BE USED ONLY AS A'CLASSROOM 'BUILDING: PROPED �h ` ` / WORK INCLUDES. REMODELING TO ADD BARRIER-Ff EE TOILETS AND ACCESS RAMP;"A' EW z o° TEST PIT TP01-01 ���" SEPTIC SYSTEM; EMERGENCY LIGHTING; ADDITIONAL (EXIT DOORS; NEW HEATING, ELECTi CAL AND F SITE LIGHTING SYSTEMS; AND A FIRE ALARM SYSTEM. ' t01r1 JOE THOMPSON RD. -_..: r :; LIMITS OF 5 FT OVERDIG/ X. .` l ._ SA REFIL f k / lG , ' .� ND L .. LIMITS OF CLEARING i c5 . ., ' . . i .:: k - G 3: 1 MAX SIDESLOPE „TO - tIN RY \ Z\ T -MACH EXIST,. GRADE ���k'. s ` C,w A S AN - 5o // y :� . / ES: . - EXISTING LIMITS 4 _ GENERAL N . ~.,.0"E CLEARING g2 'o� II o .. kan.. ...I. , � . o N.k \_ � i _ �/ o / r 1. ALL CONSTRUCTION SHALL :CONFORM TO THE F .; o �31 REQUIREMENTS OF -THE MOST CURRENT MA DEP , ', { .... I" �� /1 `o ENVIRONMENTAL CODE TITLE V AND LOCAL BOARD t \\ _ - . _ I _1 J 0. OF HEALTH REQUIREMENTS. -J •.. - \�\ \ \ \ \p / 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO\ \\ ` 4 - , �F .. j�;% CONSTRUCTION AND BE RESPONSIBLE FOR ALL \ / P� I \\ , � _.: - /_! _.. �..,< ;_._ \ -\... _ UNDERGROUND FUTILITIES. F, p \ p, . J PROPOSED RESERVE - ;. FG� /� i ry 3. EXISTING 'UTILITIES -AS SHOWN ARE APPROXIMATE - i Q>& ,,,<�P % /' p4 ,- ONLY. ACTUAL LOCATIONS AND ELEVATIONS SHALL i _ ti i�y \ P `.r , / BE DETERMINED IN THE FIELD BY THE CONTRACTOR o- . " \ \ P O \ \ ' AND/OR`OWNERS REPRESENTATIVE PRIOR TO ANY' . . • o , ;;. ro j��O / Q�- CONSTRUCTION;;'� , -..- .•. M1-•./ i : �,u , ...�.,.a.., \ . : � . ,p 4 III ,,, M'.P 173 L T 1 ._ ? -.4. DESIGN NGIN 1, 1 ,_ E EER SHALL BE NOTIFIED AT LEAST f _ ., P 8 i �_ .. , _ . _ __.. _ 1 / :. o \ , 97,732F <v P P RAINA ., ,. F, . - - RO OSED O GE _ ,�_.., - u \ \.,, Q _ _ _._.__ .a. RoaSf=fl DtAINACE;-- � _._r _ - __ .fl___r�P_969j \ o , \ 48 HOtJR� PRIOR TO REQUIRED INSPECTIONS. PROVEMENTS: 8Y`OTHERS . „�, : _..' i .. _ t S `4 ;_ $ ::. i f / P ,; / FAILURE TO DO SO MAY RtSULT IN RE-EXCAVATION IMPROVEMENTS BI .QTFiERS,:,:, , - . 1 t /, Q i ,3 ,r OF INSTALLED COMPONENTS FOR INSPECTION ROPbSE i,�RAINAG �`,, „. _ i P Dn. E ., .,, \ \ :/� ,\ PURPOSES i; - 1MPfOVEMENS BY` OTHERS \ I ✓ i I . . . 4. , O� _ S NCY C1° �rNS Ill .THE;FIELD WITHOUT PRIOR } _ -_ ,\ , ✓�: .r NOTIFICATION OF THE DESIGN ENGTRCEER: - . - .., -_. I \ '�-� \ .. < �� it SAWCUT: I N7,ALONG STRAIGHT .. _�iy : , \ \ 5. ALL TREES WITHIN 10 OF THE SASS A IN P IQR TO EXCAVATING ,, , . _ ! \ �� \ I S .. �fd�n /S,ZS�f�cL� MOVED. L SAS SH H LL BE CI�-11.M­�". -­'.��--E-"�o-- 1.�N­I,� .II�- I�­TI -I-��E-1 ,.-:.'.1.R V­.-:.. . .; REMOVE D IPOSE OF ASPHAULT � ., '' /. :' ALL BII 6v Iw RE AL ROOTS WITHIN THE F., FO ,, , REMOVED PRIOR TO' INSTALLATION OF THE SYSTEMI. /z . (, T I_ _ _,r RESTOREVITH 6 MIN CRUSHED S ONE ,�. F _ b// , �\ ,. .. j _. F / _�,,.•, 7. THE SYSTEM>1S NOT ,DESIGNED TO ACCOMODATL PROPOSED 2 000 j . ,, O,r p \ - , : \ I A GARBAGE- GRIND-ER , TM II q :. I I-I \ A AM ER , . >u_" 1 ,., . . - II II L 4N: PUMI GH B �' F \ µ . "/. ti! .� , _,.. _ .. C� \ Q SAF f / t , T p\ "�-1 „'' ,', 7:tom'' .: `> i :,r` f /. 11 / 'r ,. : ,.. :, -6 '1 �/ r F : ._ PROPOSED 2,500' � ,. X goo-322,4eR ___ �­ GALLON SEPTIC .TANK i b ,/ - "' �, $P A- .",. cif `' j e(J� ' jam.. p �p *, k?, 4 . 4:•,ENV IN-EL 3.35 -' c _� _.� 9 9)'� ! . .. y ��t of , �`Iie '�°ss4 o - - , 4s� 4 . 2 f:, ,:,, s E. �, ; IDANIEI,M. -2 i ra w O 5 �, t Pr u .., . �S SMITH a. F , 5 . ., _ s 5 =,. . . ` I I.. ti o :k .".. CLEANOUT ., �o 2 ��`� 1: 1 4 I ._ .._ _. F PVT ,-U-- �: a w } c " ,.-.. � _. ,, 4 INV. 9412 ,, P ; ,� F i f c onus P a O -..�:. .:: ,f,. ::: t ,e �' _ I 1 F \ ,�Q ti�&, ,. O T � PLAN .VIEW � � � � �� ,,, O� moo.. I SCALE: 1 =30 �e \ I - � 0 o �5 ..09 995c \ LEGEND: I ra , °o a -- tI / t \ SANITARY DISPOSAL PLAN OF LAND : ; : PROPERTY LINE O'er o��� �+ O ,I I ill' O �' ,, co ,� ^ �� - , ___ EXISTING CONTOURS 1200 OLD STAGE ROAD r �P Q 1104 sy��t j �("C^ ��," 15 PROPOSED CONTOURS IN t o� ii 0) / PROPOSED 4" PVC SEWER/ „' - �, ZONE: R` 4 CLEAN UT' ii I,. CLEANOUT �-mK§: E, MA.SETBAC ILL-v PROPOSED TANK VENT q V-9 .97 Ov ., FRON I� 30 / 0 4" IN 2. SIDES 15' CARBON FILTER PREPARED FOR Oi�, �Q' Q7 s I REAR . 151 --E/C- ------- --- ELECTRICAL/CONTROLS CHRIST CHAPEL INC ;: t - :: ' I;, - - - - - - - - PROPOSED FORCEMAIN . 4 : „ _" r - :, , - PROPOSED RESERVE :' 6e TEST PIT - ;' _' P5 6`2 �-� 8-20-01 SCALE: 1 =30' , / ,� c 1. i' - I ; �\x x� x EXISTING TREELINE . o F� COMMUNITY PANE4 MAP EASTBOUND LAND SURVEYING, INC. . • x ,, 4 1 _ �1 : : :_ 250001 0015 C P g -.: �,__ ,:. / r LIMITS OF C ARIN 3 j, .� c� FEMA FLOOD ZO'E C LE G PO ANE, #S . .,: MEETINGHOUSE L o s 3 BOX 1836 41 �F P g, (OUTSIDE, 500 YE R, FLOOD) k PROPOSED SPOT GRADE SAGAMORE BEACH MA 02562 , , _, _, �� - . o t,. ;�:.:I I I-�,I"I I- �"'�._I_I:..�`.I.�.I I I I,�1��.I.-II._�III�`.-�I:I��oII.II,­I�.I ...I L.-. \..��I-.1.��-II�I I,-.�I1.�-I�I I,.I��.I.,.�����I II"_�q1I��1.'II.�I.-'I I..I..I.....I..�,...I.I..1 I...:1I.I�.I.,��17I.�I,1 1�'I­�_I.���I II-.,I-'I./.-.1I I.I'�1.,I.:1.�II I,"..�.....I..I�...�1I 1.1.I."I.:...I1 1:I:1i.��-s I�O I:�..��,_.�-'-I I 7-­..:I,,�I I II-I�.-II/�-1.I.:�I II--,,,.1,.I..-I�`�11.I%I,1�.�,-,�I­.I.1­�I��:I�:.I 1:�1 11I�..I..pI>..��,�...w..I�I...Ie.,I 1.,__.�..I"I._.I'II 6I�.I-,-.,�.:,I'.I.4II:I�-II�.,.,.1I�.11 1I..�1��I I,.�-�-.-V,I�-I,Ir.��I1.��I.:-Ii II 0 I-. �,"I�.:­��,�..I I�I,�1I:.:....I.1,.�1I�.,I.I,I�-..1.p.I'.I.1-"�I-..I.I.'�I.%'.:1-I.).:1.:I-�.'...,.I:_:III��I II II�.-I.;,II,I,-I,I�.,..I.*,I­-..1�,.-I11.1 I.�,I'._.,1.�,­I1,1-.�.�'�-1:II�:��:"..-II:�.,��.,,,I-.I.I-i.--I.,.-�,,iI�p I.:.I.,I"."II-�..'.'I.-..:I..�-�I:��,..I',.II�:I­I�I-I_,II­­.1*..­.�1.-�":—.,-,�.�,I...,­I�.'1.,., .I.,..II''-,.,1 I.",..,.,.:�t-,1II:.�.,1�.,.,1I.:1..,�-�,/_';I.­�,.�I:�.,I,I�,',..(i,-.:I,;�1 II.I.1-.�I,�.7,"I�1,­,�-.�II�_1 I..,.._.-1.I-.."I.� 1��I.I.I I:,..-:�.I..-".o.�.11...':�1 m...�I,­.-I_I�,�,..�.."I.I,.�:II­1..I I',I-'...II.-"I.��.1 1,I..,-.I I..,�1 II�..III.�I'�.-�-.I I ll�I-_1�I.��_"...1II.,I�I:.-:I—."�:0­.1..:...I.­,.�­.:I I�'",..I"�.-.,',I..,.:..,I.��I 1..­��1�.I I.,I.I'I II..-II_I'.,II.�I.I�.-,I,-I�1�I,.I1-'.1'-.-III'-�1-�,-:.t I 1��:I 1 o-./.7...,I �Ie.,....-1�,pz�,I�1.I Z-CII./.-��c5 II 1-­o.�-­,I..-,::.II-%�.-.:.,,�I_..I',,II.��...�)�1�."�..�­.I�I1..II.I�..�_..1I._.1'�:...'I.;"-1 I�,..I,I..11—I1.,�-,.0��1 1-...I,1`­.,-..3��%-I':, 4,qII­I,.i���;.,'t,.1.,��I�.,.,,,.­�I..�.,,1...��./�,­.I I-.-"-�..�'f,.",'I1'� �.,-,�t�,.I,'.�'I.�.��.�I I p­1 I,/.,,1.­1�v>,._*�."�,U 1 I-I/��.1I'..iI�.��,��.1.:.3-,-,. �'1�, %- .�1.1I-"1��.;1.-i1,":�­_­.l­:�.II"_.:�I.,­�:.-I.9.,�,-.I I i. 1. ._-.�._�,-,, .., jI •: 1 . DWG NO.: E00161.DWG SHEET 1 OF 3 --- VARE - __ --- }' LAYOUT PLAJI - - .�,.. _ 3: 1 MAX SIDESLOPE _ TO MATCH EXIST VARIES GRADE SEE PLAN LAYOUT PLAN FINISH .GRADE 12" 2., 104.37 BREAK ' � TOPSOIL - - TOPSOIL OUT ELEVATION 103.37 _ - , r, 1 . _.-. EXIST GRADE T ............ .. .. -i.. .. t ..'. ..r-. 1`.: r,._. • ...'.- -.. 6„ EXIST GRADE �r 3/4"-1-1/2" DOUBLE WASHED STONE 3" SCH 80 PVC MANIFOLD - -1/8"-1/2" DOUBLE WASHED STONE 1-1/2" PERFORATED LATERAL I SLOPE TO DRAIN TO PUMP CHAMBER 5, OVERDIG NOTE: REMOVE ALL MA LAID .FLAT-INV=22.(>0 INV VARIES-SEE PLAN LAYOUT DETAIL . MATERIAL WITHIN OVERDIG LIMITS TO TOP OF FINE SAND SOIL LAYER APPROXIMATE DEPTH: 84", 675f CUBIC YARDS x 1.20 = 810f. REPLACE GROUND WATER 97.58 WITH IMPORTED GRANULAR SAND IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE V SECTION 15.255 "CONSTRUCTION IN FILL". PROFILE OF SQL A9 PTION SYSTEM - PRESSURE USING Q SI[`N NOT TO SCALE � CA rui a-nn is 1. 1/4" PERFORATIONS EVERY 7.1' WITH ORIFICE SHIELD SEE LATERAL CROSS-SECTION DETAIL THIS SHEET PROPERTY LINE LATERAL DIAMETER: 1-1/2" PVC 1-1/2" SCH 80 PVC LATERAL MANIFOLD MANIFOLD 2. LATERAL DIAMETER: 1-1/2" PVC/MIN DISTAL PRESSURE:2.5' + INV-f:L. 102.08 INV-EL 102.58 5 PERFORATIONS(MAX) PER LATERAL/30 PERFORATIONS TOTAL 55.1 LF OF 3" DIA **1/4" PERFORATIONS 336 2" DIA - 3. DISCHARGE RATE/PERFORATION=1.17 GPM � MANIFOLD 23 7' AT BOTTOM SEWER FORCE MAIN 23 T 3.6' 4. TOTAL DISCHARGE=(30 PERF)(1.17 GPM/PERF)= 35.1 GPM 5. MANIFOLD DIAMETER: 3" PVC **NOTE: PROVIDE "ZABEL" PVC ORIFICE 62.98' SHIELDS FOR ALL PERFORATION AND - 6. MANIFOLD LENGTH: 55.1 LF LATERAL VENT HOLES. 7. HEADLOSS SUMMARY: / 3.6' LATERAL C 8 7' 1� r9 0'Ross-S CTIO QQ s 5' NETWORK LOSSES: (1.31)(2.5')= 3.3' � ,g' �- fJ.2': DELIVERY LOSSES:(SEE BELOW) 9,2' NOT TO SCALE STATIC LIFT:(103.1-88.7 14.4 LIMITS OF 5' OVERDIG/ TOTAL HEADLO 26 9' SAND REFILL 1 \ 8. PUMP SELECTION: MYERS PUMP CO. MODEL MWH50-21 _ 1-1/2" DIA LATERAL; ) 1.85 DELIVERY HEADLOSS= 336 (3.55)(35.1) EQUV. LENGTH =8.2' 2.0" FORCEMAINA ­ [(150)(2_0?.6j3 PIPE/FITTINGS=336 LF / I 36' \ / 1.85 STATION HEADLOSS= 39.0 [�355)(35.1) EQUV. LENGTH( ) 2 63 =1.0' 2" PIPE/FITTINGS 69� / 26.7' 150)(2) ' WITHIN CHAMBER=39.0 LF / 7.1 LATERAL / SPACING(TXP) \ SOIL TEST LOGS 7.1' PERFORATION P-9862/3 / SOIL TEST LOGS SOIL TEST L.OG LIMITS OF / P-9862 4 ` SPACING(TYP) DEPTH HORIZON DEPTH P-9861/1 P-9861/2 LEACHING FIELD GRADE = EL. 96.75 HORIZON DEPTH 1P01-01 0" GRADE = EL. 97.25 HORIZON DEPTH HORIZON DEPTH HORIZON DENOTES A 1 4" DIA LOAMY SAND A 0" 0, GRADE = EL. 96.75 GRADE = EL. 96.75 GRADE EL. 100.25 PERFORATION WITH ORIFICE 10YR3/3 P LOAMY SAND ApLOAMY 0" 0" SHIELD(TYP OF 30) 12 10YR3/3 10YR4/6 AND Ap/FILL 10YR5 4 AND Ap/FILL FILL FILL E 12 / �\N LOAMY SAND Bw LOAMY SAND 18„ 18" 24" 26.7' 24" 10YR5/8 10YR4 6 Bw LOAMY SAND gw OP 29" / 10YR6 8 LOAMY SAND Bw SEASONAL HIGH" 2g' / 10YR5/8 32' GROUND WATER 97.58 QR LOAMY FINE 23" = GRAVELLY B SANDOAMY SAND LOAMY SAND ClC1 W/COBBLES Cl 45" 10YR6/8 LOAMY SAND844" 10YR6 LOAMY SAND C1 / LOAMY 8 W/COBBLES C1 AND C2 10YR6/6 GRAVELLY 64" 62" 10YR6 SANITARY DISPOSAL PLAN OF LAND 1OYR6/4 �,LOAMY SAND SAS LAYOUT DETAIL 96" LOAMY SAND C2 MEDIUM TO 84 1200 OLD STAGE ROAD � SCALE: 1"=10' IN COARSE SAND C3 2.5Y6/4 SILT LOAM, 107" 711, 10YR2/2 FIRM C2 106 MEDIUM TO 2,5Y6/4 CENTERVILLE, MA. COARSE SAND C4 SILT LOAM C2 F 7 SYR4j6 'MEDIUM TO ' "9@ 2.5 5/3 COARSE"SAND _ Etq�nS�C FINE TO •- �� - 7.5YR4/6 MEDIUM . ...._.. _, . . � �, gN 0 FINE SAND 02 CHRIST CHAPEL, INC SAND CS - ,. n - .,; �. � DANIEL M. �' 2.5Y6/4 �A 130 126" SlAITH 123" 135" N CI�/I65® 144" 8-20-01 SCALE: AS NOTED ,. SOIL TESTS CONDUCTED ON 10/19/00 BY CAROLYN J. DOYLE, P.E. SOIL TESTS CONDUCTED ON 10/19/00 BY CAROLYN J. DOYLE, P.E. � EASTBOUND LAND SURVEYING, INC. WTNESSED BY BARNSTABLE BOH AGENT DONNA MIORANDI WITNESSED BY BARNSTABLE BOH AGENT DONNA MIORANDI SOIL TESTS CONDUCTED ON 8/16/01 BY DANIEL M. SMITM, P.E. S/p� ��� NO GROUNDWATER OBSERVED AT 130" IN P-9861/3 (EL. 85.92) PERCHED GROUNDWATER AT 96" (EL. 88.75) IN P-9861 1 WITNESSED BY BARNSTABLE BOH AGENT GLEN HARINGTON, R.S. PO BOX 1836 41 MEETINGHOUSE LANE, #8 PERC RATE = 2 MIN/INCH AT 85" IN P-9861/4 PERC RATE =5 MIN/INCH AT 48.5" IN P-98 /61/2 NO GROUNDWATER OBSERVED AT 120" IN P-TP01-01 (E,, 90,25) SAGAMORE BEACH, MA 02562 NOTE: ABANDONED BUILDING FOOTING ENCOUNTERED, TEST PIT PERC RATE _ <2 MIN INCH IN C2 SOILS IN TP01-01 MOVED A FEW FEET TO THE EAST, TO LOCATION SHOWN ON ESTIMATED SEASONAL HIGH GROUNDWATER BY SOIL MOTI�ING SHEET 1 OF 3 TO AVOID FOOTING. . �_EU ,^ �HFE1 2 0� LINE AT 32' IN TP01-01(EL 97.58) D�J� NO.: V 1 r 61.D l 24" DIA H-20 MANHOLE FRAME AND FIRST FLOOR AND COVER AT GRADE W/RUBBER GASKET 24" DIA H-20 MANHOLE FRAME AND "MYERS" WALL BRACKET, COVER AT GRADE W/RUBBER GASKET NEOPRENE CABLES, AND TOP OF FOUNDATION ,LOCKING BOLTS AND RISERS ,LOCKING BOLTS AND RISERS —STATEWIDE MERCURY FLOAT SWITCHES VARIES FOR BUILDINGS A & B —STATEWIDE INDUSTRIES OR EQUAL INDUSTRIES OR EQUAL MODEL SM15N0 SEE PLAN j F 97.4f i 8„ " 2" PVC BALL VALVE WITH 4SCH 80 8 ` UNIONS, SCH 80 PVC 94 77 SLOPE VARIES 94 32 GEORGE FISCHER CO., MODEL ' - _ _ SEE PLAN 10 LF 4" SCH 80 PVC N0. 560 OR EQUAL S=1.25% VARIES—SEE PLAN FOR 93.35 ALARM: 89.72 » „� » - 92.90 N 4 =: 3" SCH 80 FLEXIBLE .----' 4 INV OUT EL 10 3 o c� o LAG PUMP ON: 89.58 PVC FORCEMAIN SLOPE 60" 14 i� LEAD PUMP ON: 89.45 92.7 CONTINUOUSLY UPWARD 93.10 PUMP OFF: 88.73 �� TO MANIFOLD 6" .15 2" PVC TEE WITH 6" 88 CLEANOUTCAP ... . ., III-- 12" � 12 2,000 GALLON—H-20 PRECAST COMPACTED 2,500 GALLON—H-20 PRECAST COMPACTED ZABEL EFFLUENT FILTER CONCRETE PUMP CHAMBER WIGGIN SUBGRADE CONCRETE SEPTIC TANK WITH SUBGRADE MODEL A-100 8X18 ZABEL PRECAST OR EQUAL 6"MIN COMPACT "MYERS PUMP CO." MODEL MWH50-21 TEES WIGGIN PRECAST OR EQUAL 6"MIN COMPACT ENVIRONMENTAL TECHNOLOGY GRAVEL BASE 1/2 HORSEPOWER RATED 35.1 GPM GRAVEL BASE CRESTWOOD, KY 80Q-221-5742 AT26.8'TDH TYP OF 2(OR EQUAL) b NOTE:CONTRACTOR TO DRILL A PROFILE SEPTIC TANK & PUMP CHAMBER 1/8"HOLE AFTER GATE VALVE NOT TO SCALE TO DRAIN FORCEMAIN FOLLOWING PUMPING CYCLE PROJECT SPECIFICATION 1. CONTRACTOR TO PROVIDE FOR ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL BOARD OF HEALTH AND BUILDING INSPECTOR. 2. START—UP SHALL BE CONDUCTED WITH CLEAN POTABLE WATER PRIOR TO i INTRODUCTION OF SEWAGE INTO THE SYSTEM. 3. ELECTRIC LINES ASSOCIATED WITH THE CONTROL PANEL AND PUMP SHALL BE DESIGN SUMMARY PROVIDED AND INSTALLED BY THE CONTRACTOR. AN ELECTRIC PERMIT SHALL BE OBTAINED AS NECESSARY FROM THE LOCAL WIRING` INSPECTOR. TITLE V LONG TERM ACCEPTANCE RATE —ELR(EFFLUENT LOADING RATE_ 4. PRESSURE PIPING SHALL BE SCHEDULE 80 PVC. FITTINGS FOR PRESSURE PIPING 4" TANK VENT SHALL BE SCHEDULE 80 PRESSURE FITTINGS MEETING THE REQUIREMENTS OF W/"ORENCO" SYSTEMS DESIGN DATA: ASTMD-2466 BY CHARLOTTE PIPE AND FOUNDRY COMPANY OR EQUAL. AIR .FILTER W/WEATHER CAP MAXIMUM OCCUPANCY: 5. PIPING BETWEEN PUMP CHAMBER AND D—BOX SHALL BE LAID OUT AT A CONSISTENT BUILDING A: 120 PEOPLE GRADE WITH AS FEW ABRUPT CHANGES IN DIRECTION AS POSSIBLE TO PREVENT BUILDING B: 120 PEOPLE TOTAL: 240 PEOPLE TRAPPED AIR POCKETS. PERCOLATION RATE: <2 MPI _z SOIL CLASSIFICATION: CLASS I—FINE SAND I LTAR LOADING FACTOR: 0.74 LOADING RATE: 5 GPD/PERSON BASED UPON TITLE V DESIGN FLOW FOR ELEMENTARY SCHOOL WITHOUT PUMP SPECIFICATIONS AND NOTES 14"MIN CAFETERIA, GYMNASIUM, OR SHOWERS SEPTIC TANK: 200� OF DESIGN FLOW/48 HR SAND CLASS I SOIL REQUIRES 4 DOSES PER DAY AT 300 GALLONS PER CYCLE. CYLCLE VOLUME EQUALS 300 GALLONS PLUS VOLUME OF PRESSURE DOSING SYSTEM PIPING MIN DETENTION TIME/1500 GALLON MIN. WHICH DRAINS BACK TO THE PUMP CHAMBER(55 GALLONS). 300 + 55=355 4" SCH 80 PVC PUMP CHAMBER: WORKING VOLUME PLUS ONE GALLONS/CYCLE(8.67"OPERATING RANGE). DAY EMERGENCY STORAGE DESIGN FLOWRATE: CONTRACTOR TO PROVIDE A MYERS DUPLEX PUMPING SYSTEM CONSISTING OF TWO 5 X 240=1,200 GPD "MYERS PUMP CO-" MODEL MWH50-21—ONE/HALF HP SEWERAGE PUMPS CAPABLE OF TANK VENT DETAIL SEPTIC TANK: DISCHARGING 35.1 GPM ®1 26.8 FT TDH. LEACHING AREA WILL BE DOSED TO AN NTS CAPACITY: 2$ 00 GALLONS EFFECTIVE DEPTH OF 15/16 INCH PER CYCLE. DESIGN LOADING: H-20 CONTRACTOR SHALL ADJUST THE FOUR MERCURY FLOAT SWITCHES FOR AUTOMATIC PUMP CHAMBER: DOSING OF THE PROPOSED LEACHING FIELD. THE LOWEST WILL SHUT THE PUMP OFF, THE SANITARY DISPOSAL PLAN OF LAND CAPACITY: 2,000 GALLONS SECOND WILL ACTIVATE THE LEAD PUMP, THE THIRD WILL ACTIVATE THE LAG PUMP, AND 1200 OLD STAGE ROAD DESIGN LOADING: H-20 THE FOURTH WILL ACTIVATE AN ALARM AT THE CONTROL PANEL. THE ALARM WILL i INDICATE PUMP TROUBLE WHEN THE LIQUID LEVEL WITHIN THE PUMP CHAMBER IS AT EL O IN SOIL ABSORPTION SYSTEM(SAS): � �� CENTERVILLE, 89.72 AND 1,200 GALLONS(1.0 DAY) EMERGENCY STORAGE CAPACITY REMAINS. REQUIRED LEACHING AREA: 1,200/0.74=1,622 SF �,��'� ` MA. PROPOSED SAS: IRREGULARLY SHAPED LEACHING FIELD WITH PRESSURE FLOATS SHALL BE MYERS MODEL SM15NO. CONTROL ALARM PANEL SHALL BE MYERS ID I IFEL I,I ' DOSING DISTRIBUTION SYSTEM 3" MANIFOLD AND 1-1/2" LATERALS MODEL CE21DW. PANEL SHALL BE INSTALLED IN THE BUILDING WITHIN SIGHT OF THE f PREPARED FOR PUMP CHAMBER IN A LOCATION TO BE COORDINATED WITH THE OWNER. THE CONTROL NO. '; 'o AREA PROVIDED: — 38 SF PANEL SHALL PROVIDE FOR AUTOMATIC ALTERNATION OF LEAD AND LAG PUMPS, CT = CHRIST CHAPEL, INC BOTTOM: IRREGULAR (BY AUTOCADD) — 1,6 0 SF CONTAIN A TOGGLE SWITCH FOR .AUTOMATIC OR MANUAL CONTROL, A MANUAL SILENCE rrst�.�ti�� �"- `� SIDEWALLS: BOTTOM ONLY OVERRIDE, AND AUDIBLE AND VISUAL ALARMS. WRING TAGS SHALL BE PROVIDED FOR ��o�A� '�l TOTAL AREA: = 1,638 SF DISCONNECTING POWER AT THE CIRCUIT BREAKER AND FUSE PRIOR TO WORK ON THE � ,"� 8-20-01 SCALE: AS NOTED -. ALARMS.- - DESIGN AREA PROVIDED: 1,638 SF >>> 1.622 SIF REWIRED PUMPS, CONTROLS OR EASTBOUND LAND SURVEYING, INC. DESIGN FLOW CAPACITY: 1,212 GPD >>> 1.200 GPD REQUIRED AUDIO AND VISUAL ALARMS TO BE POWERED BY A SEPARATE CIRCUIT FROM THE PUMPS. PO BOX 1836 41 MEETINGHOUSE LANE, #8 SAGAMORE BEACH, MA 02562 DWG NO.: E00161.DWG SHEET