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HomeMy WebLinkAbout0031 WIANNO HEAD ROAD - Health 31 WIANNO HEAD,' l�D,_,OSTERVILLE A = 091 005 002 i . i 0 0 Bernard J. Young, P.E. REGISTERED PROFESSIONAL ENGINEER P.0.Box 1539 DENNISPORT, MASS 02639-5539 508-394-1960 August 13, 1999 'y y�, Health Department Town of Barnstable 367 Main St. Barnstable, MA 02601 P RE: 31 Wianno.Head Rd. "I gg Osterville Dianne Kaneb s To whom it may concern: Please be advised that I inspected the excavation and removal of unsuitable soils in the vicinity of the soil absorption system and replacement with clean sand on June 23; 1999, and the system prior to pump installation on June 25, 1999. At the latter time I obtained the system elevations shown in red on the accompanying,plan. As a result of these inspections I believe the installation meets the requirements of 310CMR15 and the approved plan. Sincerely, +C- Bernard J. Young, P.E. w enclosure J y No. �R/ Feea THE COMMONWEALTH F MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pphration for Migoml *pgtem Com9truction Verna Application for a Permit to Construct)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3/ cJ/4-;ff 410 Owner's Name,Address and Tel.No. sc Assessor's MapMarcel �1 ler's Name, s,and Tel.No. Designer's Name,Address and Tel.No. ld' A41 Sp Al / %3GX' U ri 0 ,���i2 fll5i r'yG % pZEi 30 Type of Budding: Dwelling No.of Bedrooms Lot Size 6-3 3 Zr sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /`!� � ©� gallons per day. Calculated daily flow gallons. Plan Date + /& 9. Number of sheets Revision Date Title Size of Septic Tank T pe of S.A.S. G=l Description of Soil �c 100�4 d/ 6 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees t s the cons ction and maintenance of the afore described on-site sewage disposal system in accordance with the provi ions o itle 5-of Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee iss y'this of Healt Signe Date Application Approved by Date Application Disapproved for the followi. reasons f . Permit No. Date Issued `-" No. Fee THE COMMONWEALTH F MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - SOWN OF BARNSTABLE, MASSACHUSETTS f 01ppr+icatton for Mtn ogal *pgtem Construction Vermit Application for a Permit to Constrict.(' )Repair( )Upgrade( ..)-Abandon.( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3/ z/l Hall 41 a IWAZ-4 ple Owner's Name,Address and Tel.No. } Assessor's Map/Parcel 9� / r I Her's Name,U ss,and Tel.No. Designer's Name,Address and Tel.No. Wlc►iP 1/AIP �. Type of Building: Dwelling No.of Bedrooms Lot Size.,5 S'3 Z� sq. ft. Garbage Grinder( ) Other--- --Type of Building �Es��- No. of Persons Showers( ) Cafeteria( ) Other Fixtures a Design Flow g gallons per day. Calculated daily flow gallons. Plan Date V16,19 3 Number of sheets / Revision Date Title S. Sdr2�"G161,c S��IgGC A���vs�C -S'/G i(/ Size of Septic Tank // /6 oG T pe of S.A.S. F/C Description of Soil i 9 6 Nature of Repairs or Alterations(Answer when applicable) {, r.: Date last inspected: Agreement: The undersigned agrees to ensur the cons ction and maintenance of the afore described on-site sewage disposal system in accordance with.the provis' ns o title 5 of ;Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee issu� y this B aid of Healt Signe Date Application Approved by Date Application Disapproved for the followirVreasons Permit No. Date Issued I ` ————— ------ -------------———— ----- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,,MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed. )Repaired ( ) Upgraded( ) Abandoned( )by at 7Z �een constructed in accordance with the pro ' ions of Title_--and the for Disposal System Construction Permit No. ,/7 dated 1 Installer : 4 W 1 l/1 6440f!�- Designer A.,fq a/<< S&41 The issuance of this pe _'t s all not 4piconstrued as a guarantee that the sy5tVIVill function as designed Date Inspector f 9� ————————————————————————————————————— No. Fee 1-1 Z5 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Oi5pogal *p5tem Construction Vermit Permission is hereby granted to Construct�<Al epair( )Upgrade( )Abandon( ) System located at ` � Pl�� -P�L �2 c ^` r ,/ /. ►7°^'l�� �,t and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions._ Provided:Construction must be completed within three years of the date of thi Date: " � 7 � Approved b �°�� TOWN OF BARNSTABLE LOCATION I W t ,�4A u o. R r A d SEWAGE # 9r VWLAGE bSter'�✓ahllc. ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. tZ Th aik a ra S S Y>s-o ci fi SEPTIC TANK CAPACITY f�'DO /V 00 Pvist LEACHING FACILITY: (type) f v-ene c-1i• (size) NO.OF-BEDROOMS BUILDER OR OWNER PERMUD'ATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility to Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) _ 60 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) �'i ®` Feet Furnished by t 6�-Du�t �, �. �,. '� , s. '.y - s �� ��' . . TOWN OF BARNSTABLE L, LOCATION 3/ Zu bid it Haut -1 e 41, SEWAGE # VILLAGE is le a,IL a ASSESSOR'S MAP& LO " INSTALLER'S NAME&PHONE NO. QAX$� `I iblA2Cs s'S/�'-o�i�i SEPTIC TANK CAPACITY / -.o O f0 oa purr. LEACHING FACILITY: (type) A P C l�r�u t 4. (size) NO. OF BEDROOMS BUILDER OR OWNER C, oIt C—ak-f" PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility tto 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 fee f aching f '; ) Feet Furnished by, �4'"69fZ::Z j pr �' i q . G, APPLICATION FOR PERCOLATION TESTAMU OBSERVATION PITS . g3�7 LOCATION* / �v�A��t, I �7��1 �' NO cc PILLAGE V I I I DATE Z _I APPLICANT . UV I�5�� rl>S61CI FEE Q l /� ��� (Noii-Refunddbld Fee) ADDRESS /' i � r� �� �� !�/� TELEP110NE No. - V' " ENGINEER G - TELEPHONE NO. E SCHEDULED Z Z1� `'' ' AT .T" (Applicant s igii ure) SOIL LOG SUB—DIVISION NAME DATE Iz"I S Af`� TINE ENGINEER EXPANSION AREA: YES - NO BOARD OF HEALTH TOWN WATER PRIVATE WELL R� /►, D EXCAVATOR SCETCH: (Street name,' etc. , dimensions of lot, exact location of test Boles and percolation tests, locate wetlands in proximity to test (ioles)NOTES: �. 3 Hof Z. .b PERCOLATION RATE: MUTA ,Jo{�L TEST HOLE NO: Z ELEVATION: TEST HOLE NO: ELEVATION: 1 7aP�Su6sal L 2 2 3 .. 3 4 Ko 4 5 C( . 5 F.1l(, 6 g 9 9v 9 10 to 11 ll 12 13 g° M NO wATER 14 No UPPYR . 14 15 - 15 16 16 17 17 18' 1� 19 / 19 .. 20 . `/ 20 SUITABLE FOR SUB-SURFACE SEWAGE: ? LEACHING FIELD III/// LEACIIING PITS LEACHING TRENCHES UNSUITABILE .FOR SUB-SURFACE SEWAGE. REASONS: • + v rf '+lk _ .�. .. ._.1y.,��IL -.- ..,, s 5aa i.......,... rsn,r''^rvr.•.:'S.<.�.y,..,y.,x.'.,...wi.,..,.ra-.'v+a^.,r«ru+�..ce'f'«f„"'r«;.J�-'P14�,,.,..�w,fi4'+�y._z-.s...M2_. � .!'7.:'ti .. „ e:!ry'k.�r"�'�'`�'" '-'1_. TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION ' Y OWNER AND INSTALLER INFORMATION ADDRESS: o l`Y c[a MAP NO. t l 91 PARCELt NO.0����• (� �}'� OWNER NAME: } '_ l Q/�Q � , 'i I 1 to VILLAGE: INSTALLATION. DATE: BY: ADDRESS: i § CERT. NO. " 'TANK INFORMATION r " LOCATION OF TANK: y eS7r_/fr417 J _ k CAPACITY Q ' TYPE ° S"' 6 AGE z 19 YZ,t FUEL/CHEMICAL 47 0 2- TESTING CERTIFICATION C ] PASS C ] FAIL DATE LEAK DETECTION C7' CHECK IF N/A TYPE/BRAND ZONE .OF CONTRIBUTION C 7 YES C ] NO DATE, TO BE xREMOVED f N FIRE DEPT. PERMIT ISSUED C/\'Z YES C ] NO DATE-." "` UUNSERVATION C` ] CHECK F N/A DATE * + rTy Arp BOARD OF HEALTH TAG NO. I ] ]C ]C ;]C ] DATE MA I.,.� ? "PLEASE PROVIDE A SKETCH SHOWING THE� TANK LOCATION ON THE BACK OF THIS CARD CENTERVILLE OSTERVILLE FIRE DEPARTMENT. PERMIT FOR STORAGE OF FUEL OIL In accoi dance with prm•isions of Chapter 148. G. L., and Regulations made under authority thereof. Al.hert J. Kane `;cuc]der. ,&...Tya �..or....... Narne ..........................ii.,,....�f11��......l1........ Nome ...................... . 3 1 W1 gi✓tAer/�fi+ Q�4up�v (Installer) Address Address .....:........F3oc3... ... Rp,ad...,.... ,..............rrtA........... H nis , MA Osterville, Burner y` orage Make ........R1u.e...Anq.e1................... Type of Tank ...E• i•sti.ng................ . Manufacturer ......I^Ica..yne...................... Capacity ............. gals. (or) Size............ ModelNo. or Size .......HS...................... location .................................................. Type....Gun............. Mass. Approval No. ..1.47.-2... Permit issued ! 1�12�f Chief...J...M....F.arrin.gton... (Head of Fire Departure t ........ B ` .-.. (THIS PERMIT MUST.BE CONSPICUOUSLY POSTED UPON THE PREMISES) i Diane E. Kaneb 140 Orchard Avenue, Weston, Massachusetts 02193 (/ XA C. 01 �J J� 140& � Of CenterviUz-Osterv;,CLe-narstons ?' ias Fire I)istrict Office of the Fire Department 999 MAIN STREET OSTERUILLE, MASS. 02655-2018 John M. Farrington Tel. Emergency 428-9111 Chief Non-Emergency 428-2467 December 27, 1988 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Attention: Donna Miorandi Dear Donna: Please be advised that a 1000 gallon underground fuel oil tank, located at 31 Wianno Head Road, Osterville, the Kaneb Residence, has been abandoned in place due to jepardizing the integrity of the foundation of a building. I observed this tank to be -located-under"the-f-oundat-ion-: Zecco Inc. , out of Northboro, MA will follow the p.r,ocedures in accordance with 527 CMR 10.12:2. A copy of the permit will accompany this letter. Thank you, Glen S. Wilcox h - Lieutenant C-O-MM Fire District GSW/kml / ' F.P. 292 k, � is ` r•. �. IjC V C1I1tItIi7IL�11C�Ilfi� of I4S�ZICi�LI4�)r $ •� ��s -- a41 Department of Public &,ifety—Division of Pire Prevention APPLICATION FOR P17i,,m1,r F()p RZ11-JAIDVAL AND TRANSPORTATION TO APPROVED TANK RD^� 12/22/ �r �r C.82 SAO M.G.L. To: HELD OF FIRE DEPARTMENT en Barnstable DIG , SAFE N.UM�`EF� 88501875 J^ a V. Start Date In accordance with the D-ovisions a ;hapter 148. G.L. as provided in . t . �. Section 38A Application is hereby m�j(;r l,y ; ` Z-e-cInc 1, x k v� . 4 � �; (Name of erson, l rm or orpora Fon)j 4 a� ¢ .�, #2 �5W Gallon �; 335 West Main Street, Norttiboro, Mk _ „ ��. . z; For permission to"remove and transport underground steel storage tank(^s) .frOm '� ' J t� Ka_neb Res. 31 Wianno Head Road- ; �3 �F reef, a less- city or to S Ostervillet . FDID9 01920 to approved Tank Yard!; 03501 ' State clearly type of inert gas used in steel storage tank 1 ype or inert gas use Y Name of Person, 1=irm, COr-poratic,n disDosind tank J..T. Grant Date issued - rugjffx 12/22/ t9 88 By � Date of expiration„ 19 paid/due ignat"re ot Applicant "Y � K nr Aj 7 l c S'f�Zv c.�'v �i x! t. t-� w t � qwa�. T:i a T 6 0 I A r �^ IV .p.. L R was ii r r rA� r i too, ZIA X54 @k fi` �i - - .. ;�� �.'• a CI'.. • }f f'k'puk ' 1` - fti « Revisions: we go .o DAIS DID Little o 0 stand 0- Neck Pond West Bay o Assessor's Map 91 Parcel 6 Parker Pond CB/DH Found \ Stockade Fence S 22'32'13" E 1 \ 17 _ ICI \ e1 eav ew urd �1 I 10 \� i� 1� 16 _ �e \ � � So \ \ "®1 Ke ( \ \ \ N �,� �, o_ ,..... /i \ / References: Test Pit #2 I Ground A7 15.1'\_ 1 \ \ \ 1 „- - � ' \ � � Scale.l -2083 Land Court Plan 2664 121 oO I Bituminous Pavement �\ �oposed 6-Box - Land Court Certificate 108622 CO 0 I I \ \ -\ \ , \ x t LOCUS Mai Land Court Document 410,391 � � / � \ \ \ � � \ Assessor's Mop 91 Parcel 5-2 Wood Frame \ Plan Of Land In Osterville Mass. For Garage \ \ \ Y-�. * ,P \ \ , Diane Kaneb Prepared By Baxter & Nye o �-- - -- --1 l * . * _ • l Floor E1.=7.2' * * * \ ; Inc. Dated - - _ * * * ' _ \ T R t S Zone RF-1 D t d 6 87. • / �� - * *_ * \ o Setback Requirements \ ' Cesspool Covers I, \ ' - -_• x ©• F` \ x \ ` P P \a . I * * * k `s Front 30' \ / Proposed Pump \ \ \ ��' -\--- . * L \ \ \ I I. Side 15� • \ Chamber �� \ tt �N ---- * * * . * * . F, \ Test Pih 1 \ .. Rear 15 t \ I \ \ a p * * • * \ Ground E. 15.0' \ • \ I 1 *_x * x- ;-* PVC Pipe EI�15.4' roposed 1,500 Gal. ( T R E E S \ • e tic Tank �o° --Y' * :�-* : � m Ck P \ � t- lb Piet o ' 1 LA �� N t 2" P \ \ �' / i \ \ \\ $� x� - II x �P I I fir<'be� 100 /� o / 4" PVC S® VC ".�_ _. �'.�, o \ Project Title: - Sch40 R21 / \1 - --- * * * * * * x* _ rn xxNwxxu • . Y - \ \-__ _ v, / Hedge w nt \ �\ s,� _ �-Remove & Replace All Unsulta \ N I I ere 1 \ Wood w -r-- s P°� (w w \ ��° s o\ Field & Ren lane WitheCleangS lilin I �� 31 O Stone Frame �tu�If% t I Patio Dwelling g Ap roximat w ^�`�oy\ Having A Percolation ate Le s \ I • finish Floor E1.=9.57 \ \ P e Water Service Than 2 Min. Per Inch I Wianno Head Water M'ater 1� '- (To Be Verified B�� Contractor) ` Concrete Ramp 1 I I l t \ \ / Road I � w � � �• O TR E E S - � - 1 cn i (0stervioe) � 4 i Shed Bamstable, 3 W. J 4'09" W 413 343.00 o / N 26 3 MA CBIDH Found I t�s Map 91 Parcel 5-'t. \ ' OF K No.35954 MIL PREPARED FOft Dion e Kan eb 140 Orchard A ven u e : ZZ j 9s Weston, MA 02193 911 Main Street Osterville, MA 02655 Top Of Foundation El.= 8.12' Test Pit Data Proposed 4" PVC IV 1 Access Cover To Be Indicates Indicates A. M. Wilson /�SSOCIat6S Inc. Perc Groundwater Supplied By Pump Test _ 508 428 1450 FAX 420 1856 Manufacturer 5.10' Sep tic � � Tank 0 0 0 0 0 0 0 0 0 0 0 0 0 Ground E1.= 15.0 1.500 Gal. Pump Box Drawing Title PVC conduit To Top & Chamer 13 69 13.52 13.50 13.13 Control Panel 2" PVC Schedule 80 Subsoil 13.5 1 5.00 Pit No. 4.75 ___ C.Jo//y 460 Leaching Field 12.63 (2) Lifting Non Shrink Grout Clean Test By. 3.50 4.60 Inlet Chains (Typical) McFine / Test Date: 2/2/95 Exlst/ng Outlet To Be Removed Svstem Profile Sand Win ess: Ed Barry B.0.H. (2) 2' Dia Schedule 80 - Not To Scale - Threaded Discharge Pipes 6.0 Perc Rate: <2 Min./Jnch Subsurface High Water Alarm 3 90 Mottling 5.5 Lag Pump On (2) 2' Galvanized Pipes Design Flow: Ot@ Finish Grade Min Sloe == 0.02 Feet Per Foot 5ewavv; PumpOn 3.57 6 �� [Qo�ns ® 110 GPD,� room = 660_GPD 1. Unless otherwise noted, all construction p P Rotundo 6 x 6 Pump Chamber methods and materials shall conform to , �, r. •� •� •. �. � .�, r, .. �, ., �. Disposal Pumpoff 2`0 Tlt/e V of the state environmental code 2.75 Bottom tom Se tic Tank Requirements:en ts: n Bottom 2.00 No water p q and any applicable local regulations. 4" Perforate:d PVC i?ipe � N � ,\ 2. Precast concrete septic tank d-box, Mercury Floatuesign Concxete Flllet 660 GPD x 1.5 = 990 GPD ' �' and leaching facility to withstand H-10 �-= 16' Ground E1.=15.1 2 1 8" - 1/2 �Nashed stone \ Switches Use 1,500 Gal. Tank loading unless under pavement, drives, , , Notes: ENPO SPRINT 1 PUMP 52 GPM ® 22' OR EQUIVALENT Top 1.) Pumps To Have Lift Out Guide Rail System Subsoil 13.6 Pit No. 2 Or travelled Ways where H-20 loading i 2. Pumps Shall Be Installed In Accordance With Manufacturers Specifications. C.Joll Leaching Facility Requirements: shall apply. Breakout Elev.=14.0 3,� Exact Location Of Control Panel And Alarm To Be Located (Prior Installation. Test By. y J. All pipes in the system shall be schedule " �-< 19-8 , 4. Pumps To Alternate. Clean 212195 660 GPD ® 0.75 GPD S.F. = 880 S.F. 40 or equal. 3/4 -- 1 1/2 Breakout = x 150 = 9.1 Test Date: 6 180 Medium Ed Barr B.O.H. 4. No field modifications to the sewage Washed StonaS' Pump !? et Sand Witness: y Measured 16' disposal system shall be made without - � � -No To Scale- Perc Rate.- prior written approval of the engineer Leaching Facility Provided: and the local board of health. 3' 6' 3' 5. This system Is not designed for a Leaching Field 12 W x 741 = 888 S F. garbage disposal unit. Scale: 1"= 20' Le .� ' Bottom 3.1 - Not To Scale - ® 20 40 50 FEET No Water Date: March 16, 1995 Dwg No: Field: JVB KTA Design: M.J.D. Check: Drawn: J.V.B. ob No: 2.0180.1 Sheet 1 of 1 We Revisions: ° DATb Old Little ° sland ° c^ 8/16/98 Neck Pond West Bay 0 Assessor's (Nap 91 Parcel 6 Parker 0- Pond CSIDH Found 1 � � \ " Stockade Fence S 22'3213 E - < \ i 344.00 \ r� I �� � � \ \1 7 � ��� I� �� � � eaview �ovnd - locus ���K Test Pif 2 \ � � / References: Ground E/.=15.1'�, \ \ \ Scale:/"=2083 Land Court Plan 2664-121 Bituminous \ _ ` Pavement \ P \ x 1 Land Court Document 410,391 � � �ro osed D-Box � - CertificateLand Court Assessor's Map 91 Parcel 5-2 Plan Of Land In Osterville Mass. Fo • � � � � I I \ \ \ I For Wood Frame � Garage \ \ A Diane Kaneb Prepared By Baxter & Nye i O Floor E1.=7.2' x1 X x \ T R S \ ; _ �O e _ Inc. Dated 7-6-87. ^o x}'11 �F \R- \ \ \ ® , Setback Requirements Cesspool Covers -- m • \ p p I \ > >` --- -%�'"'°vb `s \ \ l Front 30, I -- xS.Ya� fix\ F,Q \ \ \ x \ a Side 15' Proposed Pum - v I ' Chamber P ,� \ a N _-_ __ ._., �Y 'S L \ Test Pit 1 Rear 15' \ Ground E 15.D' \ S 1 / TREES \ N ` _, x, PVC Pipe 1=15.0.4' Proposed 1,500 Gal. O / �� \ CO J'`,_ x teb_ _.x _\� \ fy"� ' •I \ ' Septic Tank I \ \ \\ \ �° - ' w _.... W 1 O O � \� 0� o *x$ 37 � to ier v LA w N er p I , 4" PVC 2 PVC \ \ \ \ �\\ _- - ;- : . . < , /,�rti, it oo \ Protect Title: � tomb 100 Sch40 • ` - ' j to N --- \ w Hedge� W ' /� His A R�� ent of � \-__ ____ emove & Replace All Unsuita I � Wood31 / Povem w, I 'moo S \ \-- Soils Within 10' Of Leaching x ,� w------r �s w o,. Field �c Replace With\Clean S I OI Stone Frame i�o I w 'tee \ l0. Patio Dwelling ;r� A proximate Water 'Service Having A Percolation ate Les Wianno I \ 6 PP \ Than 2 Min. Per Inch _ C Finish Floor EI•=9 57 I W nish Water Auer 1 (To Be Verified B�� � �� � I � I ' ,� Contractor) \ V Concrete Ramp I ' 1 / � I �• Road O _ + I ' TREES ]i. u . r oLis ter ville L -ble, �. 3• ' I Shed O 413't \ \ \ 1 \ I Barnsra 3i � \ N 26'34'09" W °\ \ \ - MA C31DH Found I �I OF A986880rps Map i 91 Parcel 5-1 i J P: Aly yo..�a 4 I PREPARED FOPa Diem e Kerr eh P 140 Orchard Avenue � 3 1zz19S Weston, MA 0,21 J 911 Main Street Osterville, MA 02655 Top Of Foundation El.= 8.12' est Pit Dot Proposed 4" PVC A. M. Wilson Associates Inc. Access Cover To Be Indicates Indicates Supplied By Pump Perc Groundwater TQ� Manufacturer 5.10' Sep IC '�•I`{ � 508 428 1450 FAX 420 1856 Tank o 0 0 0 0 0 0 0 0 0 0 0 0 /3.i9 Box i Drawing Title Ground El.= 15.0 s, 88 1.500 Gal. Pump 13.69 13.52 13.50 13 )3 PVC Conduit To Top & Chamber Control Panel 2" PVC Schedule 80 Subsoil 13.5 1 '5'00 4.75 13.73 12.63 Pit No. 2 uftin Non shrink Grout Crean Test By. C.Joliy 4 60 3.50 Teaching Field 4.60 Inlet Chains g (Typical) Medine l Test Date: 212195 Existing Outlet To Be Removed Zmtem Prof/e Ed Barry B.0.H. Sand Mtn eSS: (2) 2" Dia Schedule 80 - Not To Scale - w Subsurface Threaded Discharge Pipes 6.0 Perc Rate: <2 Min.11nch High Water Alarm 3 90 Mottlin 5.5 Design Flow: & Log Pump On (2) 2" Galvanized Pipets Notes.* 3.57 6 Bedrooms ® 11Q Gf'D/13edroom = 660 GPD 1. Unless otherwise noted, all construction Finish Grade Min. Slope = 0.02 Feet Per Foot Pump On Rotunda 6 x 6 Pump Chamber methods and materials shall conform to r. � � � . �- ,, ,, Disposal Bottom 2.o Title V of the state environmental code /� `�,, Pump Off 2.75 Septic Tank Requirements. and any applicable local regulations. 4" Perforated PVC Pipe N ,\ ,� 2.00 No Water ign Bottom 2. Precast concrete septic tank, d-box, 660 GPD x 1.5 = 990 GPD �r 16 , Mercury Float Concrete (Fillet d E1 and leaching facility to withstand H-10 Washed Stone Ground .-15.1 Switches Use 1500 Gal. Tank loading unless under pavement, drives, \ Notes: ENPO SPRINT 1 PUMP 52 GPM ® 22 OR EQUIVALENT Top & J> NO Subsoil 13.6 2 or travelled ways where H-20 loading } `� 1.) Pumps To Have lift Out Guide Rail System Pit NO. ' Breakout Elev.=14.0' Installed In Accordance With Manufacturers Specifications. C.Joll Leaching Facility Requirements: Shall apply. 2. Pumps Shall Be n P y 3. Exact Location Of Control Panel And Alarm To Be Located Prior Installation. Test By. J. All pipes In the System Shall be schedule 3/4" 1 1/ " Breakout = 19 0 x 150 = 9.1' 4. Pumps To Alternate. Clean 2/2/95 660 GPD ® 0.75 GPD S.F. = 880 S.F. 40 or equal. s" 180 Test Dote: Washed Si:onr; Medium, 4. No Feld modifications to the sewage ' Pump Chamber Details Sand witness: Ed Barry B.O.H. dis osal s tem shall be mode without (Measured 16 -No To Scale- Perc Rate: prior written approval of the engineer and the locol board of health. 3' 6' Leaching Facility Provided: 5. This system Is not designed for a Field 12 W x 74 L = 888 S.F. garbage disposal unit. r Scale: 1"= 20' Leaching Fi ' Leaching r_' �; Bottom a 1 - Not To Scaef> - J �° 20 Na Water Date: March 16, 1995 Dwg No: Field: JVB KTA Design: M.J.D. Check:. i Drawn: J.V.B. ob No: 2.01 i30.1 Sheet 1 of 1