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0034 POND STREET - Health
34 Pond Street Centerville P A= 230 086 IIII J�RECYC(Ep�o ZZ UPC 10259 No. H1630R ,roNS�'�` HASTINGS.MN i v Fee iovo No. THlMMONWEALTH OF MASSACHUSETTS Entered in computer: f,If, Yes q V��'" PUBLIC HEALTH 7UON - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicattonr 1011pont 6pgtem Conaructton Permit Application for a Permit to Construct V Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 3 Y P owO �5—). (,&yrte t wner's Name,Address and Tel.No. A MY Assessor's Map/Parcel 2_3©/ (D Installer's Name,Address,and Tel.No. PAS F—xc.&v Designer's Name,Address and Tel.No. iEjo b t&.V c1 i Mta W M PO 6 07` 1 Z.aR i 2 try• G2®SS F.t Type of Building: ) Dwelling No.of Bedrooms T Lot Size & YSO sq.ft. Garbage Grinder( ) Other 'Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow gallons per day. Calculated daily flow `3 3 y gallons. Plan Date a--L-o S Number of sheets Revision Date Title Size of Septic Tank 1,60-z> /Soo Type of S.A.S. 3'7, `Z )r1g;e_0 Description of Soil Ll V M- C SAN+D Nature of Repairs or Alterations(Answer when applicable) /Utw 15o o /S o© C,./ ZpivIL ! ,t oA4P CNAA40�; ZA-1/ New LgAGN r0t.D 2 Date last inspected: Agreement: The undersigned agrees to ensure the con strtacti6ti and-mainntena cn of the-af a described on-site sewage disposal system in accordance with.the provisions q�'tle�f�th��vironmental Code and not to pl a the system in operation until a Certifi- cate of Compliance has been"s ed by this, oB'ard Si, r Date 5— U ' U� Application Appro Date Application Disapproved fa' f owing re ons G' Permit No. Date Issued L. TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ���"� �o" iaLL�"' ASSESSOR'S MAP & 1,0112:3e'4117 1 INSTALLER'S NAME&PHONE NO. %4-0"04-6 13-av SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) /A .r NO. OF BEDROOMS 3 BUILDER OR OWNER ��r l t-Q�%✓�/� PERMITDATE:' y COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 4- 3 A, 4 3 Gv y No. w Fee L/�// THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes Q PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS la1 2pprfcation for Mfgponl *pgtem Congtruction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Loi No. 3 y /�on�0 C.&_ �,� ,Owner's Name,Address and Tel.No. A M.Y IC 11.1.D(Liq N Assessor's Map/Parcel j 23 p vC?(D r Installer's Name,Address,and Tel.No. pR5 ,0pr EXCAu Designer's Name,Address and Tel.No.EN b i NCB- j]ub W oiue F.C) 6".>1 1 Z�Q I Z Type of Building: 3 e->'r s e M Dwelling No.of Bedrooms Lot Size 16, C/Sb sq. ft. GarbaV,G 'nd@ Other Type of Building No.of Persons Sho , ') afetena( ) `'~,Other Fixtures j �, ���+ n s `*_1 - Design Flow gallons per day. Calculated daily flow ??i V gallons. x Plan Date C- z o c Number of sheets Z Revision Date Title Size of Septic Tank Type of S.A.S. 37.C x Description of Soil Ll'� �� ILI- C SXlw0 Nature of Repairs or Alterations(Answer when applicable) /.5o o Z wA42 Cf #,4 6.j/ Auk !Z-7. S x 12 1_GAc t4 rr f j t-n r,l ? Date last inspected: Agreement: The undersigned agrees to ensure the construction-Ern—dmaintenance of the-aft described on-site sewage disposal system in accordance with.the provisions of Title-5 of theFnvironmental Code and not to pl ce the system in operation until a Certifi- cate of Compliance has beetu d by this;Bo44r4 of�ealth.. Signed Datel Application APProyedbY Date Application Disapproved f6r%the far owing re son r V 1 Permit No. Date Issued. ��✓/r I n_ - - ---------------------- O X / THE COMMONWEALTH OF MASSACHUSETTS :+ . r,57` , BARNSTABLE, MASSACHUSETTS b) } Certificate of Compliance � THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( ) Repaired ( )i Upgraded( ) Abandoned( )by PAS;oft'- GX c ✓�;I a-r at 1 Y PC>r�D Si. C FN ,2� t Ll�- has been construct in ccordance with the provision of Title 5 and the for Disposal System Construction Permit No. b bb� dated 5 1 Q l Installer Designer m 4vuo� The issuance of thi pe t shall not be construed as a guarantee that the sys e• fi 1 f n ti n as designed.' Date k Inspector �'._ No. �2_ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpo!W *pgtem Congtruction Permit Permission is,hereby gr to to Construct )Repair Upgrade Abandon Systera located at f>•' 1 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: Construct*on�mjus1be completed within three years of the date of this erm . Date: �If / d J Approved !/�J ¢�_1 PP b Town of Barnstable P# l� Department of Regulatory Services • AINA Public Health Division Date WAM 200 Main Street,Hyannis MA 02601 rED IMA't� c Fee Pd. Date Scheduled Soil Suitability Assessment for Sewage D UP osal Witnessed By: - YYY JJJ Performed By: LOCATION& GENERAL INFORMATION Owner' Location Address s Name �-, �� K, Q�c� 3� Pc)..J st Address Engineer's Name Assessor's Map/Parcel: Z 30 015NEW CONSTRUC�,'1'ION REPAIR Telephone# —S 1 Surface Stones Slopes 30 �0 -- Land Use S'GG` P ( ) Distances from: Open Water Body—=i—ft Possible Wei Area 18__._O -ft Drinking Water Well -) 4 ft Drainage Way ft Property Line )___��--ft Other ft sions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) SKETCH:($treet name,dimen i • i6t • Q��„,0.�� Depth to Bedrock Parent material(geologic) (' Weeping fibm Pit Face �5 Depth to Groundwater. Standing Water in Hole: ` Estimated Seasonal:High Groundwater vK 1 E 1 D#,TERMINATION FOR SEASONAL HIGH WATER TABLE 0� Method Used: in, Depth to Soil mottU;s; 32 Depth Observed standing in obs.hole: fr- in. Oroundwater Adjustment Depth to weeping from side of obs.hole: M Act.fadtor,..� Adj.®roundwater Level Index Well# _ Reading Date Index Well levdl PERCOLATION TEST Date — T4ae` Observation Time at 9" -�- Hole# _ Time at 6" Depth of Perc Start Pre-soak'fime.@ End Pre-soak on Rate Min./Inch 1 Additional Testing Needed fflN) Site Suitability Assessment: Site Passed Site Failed: Original: Public He;tlth Division Observation Hole Data To Be Completed on Back--------- ***If ercola#on test is to be conducted within 100' of prior o beginning- Barnstable > first notify the p r to Conservation Division at least one(1)week prior n•%eFP'rrrNPFRCFbR M.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon 1 SoiliTexture .Soil Color Soil ! Other Surface(in.) ) (USDA) (Munsell) Mottling (Strucre,Stones,Boulders. Cons stenc % ravel 611 q y"-Z DEEP OBSERVATION HOLE LOG O Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel r, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent Gravel 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color- ' Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi t ncv.% ravel) Flood Insurance Rate Map: ,,��// Above 500 year flood boundary No— Yes'.1, L Within 500 year boundary No Yes within 100 year flood boundary No Yes Depth of Natutally Occurring Pervious Material Does at least fo r feet of naturally occurring pervioumaterial exist in all areas observed throughout the area proposed fbr the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on. (date)I have passed the soil,evaluator examination approved by the Department of environmental Protection and that the above analysis was performed by rt>e consistent with . the required training,expertise and experience described in 310 CMR 15.017. Date Signature l 1 z16 QASEPTlC1PERCl+0RM.DOC THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA F'oo b a i i 4 +V['.�. . ICY 7r .s OD t..�. N i OD q ; J Y { ! t i W E CI ' U t l v-s-f C L-oc� k- d Ff.ao1T OF: JTLLf> t D xVq m f + CD C-f �-4L) O f}( Y 3 J e Q � U � F I Pd I �� a: Lo �� s 1 - e --r ;. FAM Tz-av IvA y /4 v�l ►t rx tiiUt - o o : ft 1 i 31 i � F/La�JT OF co E J LI `J1f4 Lj� E � e ! 1 t C L 0 St E s 2 ' �l AJ t — , - � a i Town of Barnstable P# 40 � 6 � THE I Department of.Regulatory Services Public Health Division Date b 200 Main Stree4 Hyannis MA 02601 ►En tom" I Fee Pd. C1 I 'A po Date Scheduled q-1 10 5 Time Foil Suitability Assessment for Sewage Dis osal Rs, Performed Br. Witnessed By: LOCATION&GENERAL INFORMATION Location Address ;,q f'O.n fit Owner's Name AvA y O)cmv- Address Assessor's Map�¢rcel: 2,e5 O 0$b i Engineer's Name �� � }� NEW CONSTRUItnON REPAIR I Telephone# 1 i Land Use 6 �{� Slopes(%) Surface Stones T�6 Distances from: Open Water Body 100- ft Possible Wet Area tdG 4- ft Drinking Water Well -!Lv�ft Drainage Way LJ r4 ft Property line 1 O� ft Other ft SKETCH:($treet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) i i ta' I �6 Sj— c) Depth to Bedrock 1 Parent material(gedlogi 0�Zr S� I 0$ •• Depth to Groundwaltsr. Standing Water in Hole: �t F I r Weeping from Pit Face '�� aQ tt,'b—'W Estimated Seasonal Y•ligh Groundwater DtTERMINATION FOR SEASONAL fIIGH'WATE TABLE � v��q�- Method Used: in, Depth to Soil mottles; Depth O,bperved standing in obs.hole: p f. Depth toiweeping from side of obs.hole: in. Groundwater Adjustment Index Well# � Reading Date Index Well level ... Adj.factor..,,...�,s.. Adf.aroundwater Level PERCOLATION TESL' Date �.-.-. FObservnatfijon Time at 6" Depth of Pere j n n StartPre-soakTime.0 9a o j 'Iimc,(9 •6 ) y� i End Pre-soak L� O� - , 7 2 •M NG�. �rrr- i Rate MinJInch } Site Suitability Assessment: Site Passed Site Failed; Additional Testing Needed(Y%N) • Original; Public He$(th Division Observation Hole Data To Be Completed on Back ***If percola jipn test is to be conducted within 100' of wetland,you must first notify the Barnstable N#servation Division at least one(1)we It prior to beginning. n-%1zP. rrC'.XPERCFbRM.DOC 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ([�.SDA) (Mansell) Mottling • (Swc ,Stones,Boulders. Consistency. Gravel) es (Z 4 l 1.1ACE �- M-c-sA,� ►6 I� �/ l DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -�' Consistency.%Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Spucdtre,Stones,Boulders. Consi tenc Grave :DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi to c ra ei Flood Insuran4e Rate Map: e� - Above SAO year flood boundary No— Y Within 500 year boundary No—2S� Yes Within 100 year flood boundary No A Yes Depth of Natuta Occurrin Pervious Material Does at least fo feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _If no4 what is the depth of naturally occurring pervious material? Certification certify that on. (date)I have passed the soil evaluator examination appr0ed by the I cer rent of environmental Protection and that the above analysis was performed by rile consistent with Depthe required training,expertise and experience described in 310 CUR 15.017.E Signature t�y Date �`�� Qm.EP ncvERCI<';t)RM.DOC Fee THE OMMONWEALTH OF MASSACHUSETTS Entered in computer: �e PUBLIC HEALTH D ION -TOWN OF BARNSTABLE„ �6 �- � � 9(ppfication or 3i.1pozal *pgtem �lConotri Application for a Permit to Consttuctt<Repair( )Upgrade( )Abandon( ) O Comi v Ay?-It* Location Address or Lot No. j q V p/00 57) CjG#jTrA io wner's Name,Address and j L/� to Assessor's map/Parcel O Installer's Name,Address,and Te1..No. PAS—, r � Designer's Name,Address ad Pc5 gv-t lZ$4 iZ w• Fofz��t•�r1 �W, .��1ZF�! Type of Building: Dwelling No.of Bedrooms _ Lot Size q.ft. Other Type of Building No.of Persons Other Fixtures Design.Flow gallons per day. Calculated daily flow 15P 7 Plan. Date C-Z-c S Number of sheets_ � Revision Date Title Size of Septic Tank I ScTR ZSoo Type of S.A.S. 37.G 0 Z 19f-D Description of Soil 1L0 G Nature of Repairs or Alterations(Answer when applicable) AJG� 1500 ISO 1> � J A 1144P ��I >u6c�.� `^ '7. S ►r t 2 " `.fie i4 r F I0 2 SsMVIEG ur ij>5n_ Date last inspected: Agreement: an maintenance o . e described on-site sewage disposal system The undersigned agrees to ensure the co in accordance with the provisions e1lof t vironmental Code and not to pl a the system in operation until a Certifi- cate ofCompliance has been by this o Si Date,5r r O Application Approv Date Application Disapproved f f owing re ns Permit No. 1TJ61 Date Issued 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 PASTofc GX C4�VA.I w— at Pcyr•>'0 j►LA_G- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer _ The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 29 Fee ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ;h6pozat &pgtem Conk truction Permit Permission is.hereby gr to o C struct )Re air J �Upgrade Abandon( • System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty`to comply with Title S and the following local provisions or special conditions. Provided,Construcdon mu be completed within three years of the date of th' e Date: Approved by Learn more at: Cardiohte® www.cardiolite.com Kit for the Preparation of le etlumkBm Sestamibi for Injection LA ks 701d Customer Service Professional Services (888)550-7981 (800)635-2683 COMPLETE •N I COMPLETE THIS SECTIONON PELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ur item 4 if Restricted Delivery is desired. X ❑.Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. eived by(Printed Name) C. Date of Delivery ■ Attach this card to the back of'the mailpiece, or•on the front if space permits. D.Is delivery addree em 1? ❑Yes 1:Article Addressed to: If YES,-ent� ivery address w: ❑No 1, • � n A �r " (Z., , ���.✓��^t`�V� z JU °Y9?!lase Cn PA 4, 3.-Service Type Q.y 5 C1 Certified mar-,❑Express Maio d� ❑Registered ❑Return Receipt fof Merchandise ❑Insured Mail .❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number, (fransfeY from.service.lab6j) '► I tit 7 0 D,4 13 5 D i RO 0 21 116 5 12'6 7,2 PS Form 3811,February 2004 Domestic.Return Receipt 902595-o2-NI-Y540 UNITED STATES POSTAL SEkVICE `.._._ First-Class Mail Postage&Fees Paid USPS I Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • I I i Engineering Works 12 West Crossf eld Road E Forestdale' MA 02644 I I I11, 11111111111%sill SENDER: COMPLETE THIS SECTION i COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and.3.Also complete A. Sigfiature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse essee so that we can return the card to you. B. eceived by(PriiName) C. Da very ■ Attach this card to the back of the mailpiece, or on the front if space permits. W" D.Is delivery address different from item ? 0 Yes 1. Article Addressed-to: If YES,-enter delivery address below: ❑No // t YZa �Q C I—ric"e go S z;MA✓' �,1cCrwc�•e� too Z 3. Service Type U�P 3 (Certified Mail" El Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (I (Transfer from servfee.label) �' 7.0.0 4 f 135 0 t 0 0 0 2 116`'5 2 7 0 2 i . PS Form 3811,February 2004 Domestic-Return Receipt 102595-02-M-1"540 I � I UNITED STATES POSTAL SE fs°t-Cl- 1 .t. ' ass Mail ''Postage&Fees Paid p M cn USPS Permit No.G-10 NO Sender: Please rN k' me, address,-and,ZIP''+*in-this"box' I Engineering Works I 12 West Crossfield Road I h Forestdale, MA 02644 III ll fill III 1111!!i!i!11Fi!lit1��lf!!1llliltillll�i!!�lfiillll COMPLETE THIS SECTION ON DELIVERY SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A -Sig re. item 4 if Restricted Delivery is.desired. ` ; S'. ❑Agent- ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. ceived� (Printed Name) C. t ,Qf eliv ■ Attach this card to the back of the mailpiece, // II/ or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1 Article Addressed.to: If YES,enter delivery address below: ❑No 3. Service Type �J / ►`T ;Certified Mail- ❑Ezpress Mail U ❑Registered ❑.Retum Receipt for Merchandise 1 ❑Insured Mail ❑C:O.D. 4. Restricted Delivery?(Extra Fee)' ❑Yes. 2. Article Number I i t s — ' (fn3nsfer from sen%Ice;/abe I I i k {7 0 0 4 413 5 2' 0 iJ 2'2 i11 E6 5 2=6,9 6; ! PS Form 3811,February'2004 Domestic Return Receipt 1025e5-02-M-1e40 I UNITED STATES POSTAL 3ERViCF,<.`' I r� ' Qa9� ! P>osta frees Ra tt us I !•, ��.7� � Permi o. • Sender: Please print your name, address, aFid-ZIP+4 in tM-s'fYox• � I I _ _ Cros €end oad F(irestdale, MA 026.4 4/ SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1;2,and 3:Also complete A. Signatur item 4 if"Restricted,Delivery is desired.. X ❑Agent, ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed IV C. Date of.Delivery III Attach this.card to the back of the mailpiece, or-on the front if space-permits. D. Is.deliVery address different from item°1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below:, ❑ No 5rdti e l-�cN--�-vim � lj CA t.s a R d 3: Service Type i gRYARIVIf` ��� m.Certified Mail ❑Express Mail ❑Registered ❑Return for Merchandise L�. i ❑insured Mail ❑C.O.D. 4. Restricted Delivery?ffi tdm.Fee) ❑Yes M 2. Article Number Y �- 1350; 0002 116`5 i2Z26 i 7U4=,� � (Transfer from senifee.,label): ,::;_ - � PS Form 3811,February 2004` Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SER GE F'r �lass`MeiP a �� - Postage=&,Fees-Raid ermi't No-=GAO,, ,, I • Sender: Please print your name, address, and ZIP+4 in this box • V Engineering Works 12 West Crossfield Road Forestdale, MA 02644 �,-� i11�,���lFl,ll,��l��1�1��{..I,1{I�����,llil„►���1{�,1,1{��1�1 • • COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1;2,and&Also complete A. Sig re item 4 if'Restricted Delivery is desired. X ❑Agent, ■ Print your name and address on the reverse I Addressee so that we can return the card to you. B. Received py('Printed Name) C: Date of.Delivery 11 Attach this.card to the back of the mailpiece, dit or on the front if space-permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: a No. r� sv S ct►� � f z' = 1i (�/� 3: Service Type �l Gl' ✓\ 0 1 r ( t ,0 Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise Q��f ❑insured Mail ❑C.O.D. ii (0 4. Restricted Delivery?(Extra.Fee) ❑Yes 2. Article Number ) 00'4 1350'1 O0,g2; IA8 27` ;M ;) (transfer from service.label) PS Form 8811,February 2004 Domestic Return Receipt 102595-02-M-i540 I UNITED STATES POSTAL SERVICE First-Class Mail ..Postage&Fees Paid - ° PM LISPS � Permit No'G-10,a �} _ I • Sender: Please print your name;`address, and ZIP+4-in.This box'• I _ Engineering Works 12 West Crossfield Road Forestdale, MA 02644 Engineering Works k , 12 West Crossfield Road -- Forestdale, MA 02644 U SPRIDSTAGE FORESGDHLE.MA JUN 02. 05 °Py0`"H7004 1350 0002 1165 2689 UNITED STATES AMOUNT POSTAL SERVICES 92 �J1� 1 �p n n ca-e-r� 9269 i, t Y _ 02632 _V 0003•P272 p ` _1 vs u (� F �^ SING275 02b3a5004 1N 06 06/ 3/05 i RETURN TO SENDER 1 NO FORWARD ORDER ON FILE UNABLE TO FORWARD RETURN TO SENDER SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1;2,and 1 Also complete A. Signature item 4 if"Restricted Delivery is desired.. ❑Agent_ i ■ Print your name and address on the reverse X ❑Addressee; so that we can return the card to you. B. Received by(Printed Name) C: Date of Delivery I M Attach this.card to the back of the mailpiece, or-on the front if space-permits. D. Is delivery address different from itemA? ❑Yes 1. Article Addressed to: If YES,enter delivery address below:' ❑ No I I 3c Service Type la.a, lX ertified Mail ❑Express Mail i �' ❑ Registered ❑Return Receipt for Merchandise `J IZ4 3 Z. ❑ Insured Mail O C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes / I 2. Article Number t - - - — h 1 I( II I (transfer from service label) ` 7 0 4 1350 0002 1165 26 8 9 Ps Form 3811,February 2004 Domestic Return Receipt i02595-02-M-1e40 Engineering Works 12 West Crossfield Road, Forestdae, MA 02644 Tel/Fax(508)477-5313 June 1, 2005 Abutter: Ann Singer P.O. Box 275 Centerville, MA 02632 Re: 34 Pond Street, Emergency Septic Upgrade Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Sub- surface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested under 310 CMR 15.405(1)(b)&(i) — Contents of Local Upgrade Approval and from Local Regulations: • 310 CMR 15.405(1)(b)&(i) —Contents of Local Upgrade Approval 1. A 10' variance to the required 20' setback between a cellar wall and Soil r b ; . ;Absorption.System,,for,a.1.0' setback: . 2. A 1 foot reduction to the required 5 foot separationbetween maximum: ; seasonal high ground water and bottom of soil absorption system. • LOCAL REGULATION-Chapter 360-Article 1 1. An 18' variance to the 100' setback requirement between a wetland and septic system component, for an 82' setback. 2. An 48' variance to the 100' setback requirement between a wetland and septic system component, for an 52' setback. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 pp. I. A public hearing will be held, to discuss the proposed work, on Tuesday, June 14, 2005, at 7: p.m. The hearing will,be held at the following location: Town Hall Selectmen Conference Room Second Floor 367 Main Street, Hyannis, MA Engineering Works 12 West Crossfield Road, Forestdale, MA 02644 TeYFax(508)477-5313 LIST OF ABUTTERS RE: MAP 230 PARCEL 086 34 Pond Street QWNER: Amy Killoran 34 Pond Street Centerville, MA 02632 Assessors Map/Parcel Location Owner/Address , 230/085 73 Lake Drive Dorton, Sidney K. Jr. 531 Mattakessett Rd. Pembroke, MA 02327 230/087 22 Pond Street Lareau, Ronald M. & Susan C. 31 Colonial Way Plainville, MA 02762 230/048 100 Brezner Lane Growe, Edith E.,,Sweeney, Grace Eldracher, Rosemary L. 100 Benner Lane Centerville, MA 02632 230/049 33 Pond Street Kopelman, Joseph 7 Overbill Road Natick, MA 01760 230/050 5.5 Lake Drive Singer, Ann Phillis P.O. Box 275 Centerville, MA 02632 230/079 64 Lake Drive Weintraub, Mark TR Weintraub, Richard TR 34 Duxbury Road Newton, MA 02159 , r To�IM OF EE E E' # �nivsrrwn.�, ° Town of Barnstable_ SCHED. DATE: Board of Health ' ` 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.R Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION — 0 ��-e✓J� I�( -_ Property Address: Assessor's Map and Parcel Number: 230 , b 8 (e Size of Lot: 2 3 A C Wetlands Within 300 Ft. Yes _ (L Business Name:— — �pNo Subdivision Name: APPLICANT'S NAME: T e-L-4r f�c�"`F' Phone Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S gN'AME CONTACT PERSON Name: AAAV 0 Name: �tl-e� nc— &,-(k Address: 3' �7-�A S'i' Address: 12 vJ. (:,(b S S� ��101 12tl � -dl c\\c Phone: Phone: VARIANCE FROM REGULATION(List flag.) REASON FOR VARIANCE(May attach if more space needed) 3l0 CIA i" IS-,q&-I l b 511 -C -wed g k 5 L-C -- NATURE OF WORK House Addition 0 ????? House Renovation-0 Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form G� I ��-� Four(4)copies of engineered plan submitted(e.g.septic system plans) 0 A) I"l(LG /74M __jy Four-(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) at _D(__ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Tiile V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\deco11ik\Loca1 Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C t� } ' Engineering Works 12 West Crossfield Rd, Forestdale, MA 02644 Tel/fax (508)477-5313 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 34 Pond Street, Centerville, Map 230, Parcel 85, Emergency Septic Upgrade Members of the Board, An emergency septic upgrade plan has been prepared for the subject site. A permit has been issued for the project and components have been ordered for the system. The system consists of a combination septic tank/pump chamber, D-box and gravity fed leach field. This engineer has been asked if a pressure dosed system was feasible. It is the opinion of this engineering that given the urgency of the situation and financial hardship of the homeowners, that it is not feasible. Time delays and additional costs associated with a pressure dosed system will only add to the financial burden that the homeowners are already undergoing. On behalf of my client, I urge the board to approve the Septic Plan as dated 5/2/05, Revised 5/16/05. Sincerely, Peter T. McEntee P.E. 4 Town of Barnstable Regulatory Services t Thomas F. Geiler, Director KAM 6so` . Public Health Division Thomas McKean, Director _-� 200 Main Street,Hyannis,MCA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: '/0 ` 6-5Sewage Permit# OJ -'Z �Z- Assessor's 1VIaPiParcel_2 ©F�p ILe" /"LC_ & �_c e� Desi ner: `r�rz�r Installer: �QS��Z �'CC4✓��Cr�"'� g �3=--k:.--C���— Address: s/ '-C/ Address: �s-�if�Le /�J✓�- �2��y ��s r�l41,e ��- On_5`�� "b� _ _ ?/'115TOW-S GY ?3 issued a permit to install a (date) (installer)septic system at 'A /0r101 S C-e ", 'l 4erV) / , ( based on a design drawn by (address) J l l"e�e✓%/"ic �i��-� DE— dated (designer) — -- I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as.lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any,vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. i _n ?�����`j H Of M�ss7 ? PETER r, (Installers ' nature) c McENTEE CIVIL y Ho.35109 9FG�STERE� c<`Q IVAL 00G' (Designer's Signature) (Affix Designer amp Here) PLEASE I3E,f UR,'Y 1'O I3ARNSTABLE PUBLIC HEALTH DIVISION CEItT1C41CATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTII THIS PQRM AND AS-BUILT CARD ARE RECEIVED B1'T]HE PAOSTABLE PUBLIC HEALTH DIVISION THANK 1011 Q,HealthJSeptic./Designer Certification Form 3-26-04.doc Town of Barns table Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 11, 2005 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 ;RE' 34 Pond Street; Centerville A =230 086 Dear Mr. McEntee, You are granted variances, on behalf of your client, Amy Killoran, to construct an onsite sewage disposal system at 34 Pond Street, Centerville. The variances granted are as follows: Section 360-1: The soil absorption system will be located eighty-two (82) feet away from a vegetated wetland, in lieu of the one- hundred (100) feet minimum setback required. Section 360-1: The septic tank and pump chamber will be located fifty-two (52) feet away from a vegetated wetland, in lieu of the one- hundred (100) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located ten feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.405 (i): To place the soil absorption system four (4) feet above the maximum adjusted groundwater table, in lieu of the five feet minimum separation distance required. with the following conditions: The variances aregrantedt 9 (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and McEnteeKilloran2005 4 ' similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the revised engineered plans dated revised May 16, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised May 16, 2005. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the very small size of the lot. The proposed new septic system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Si erely yo , yn Miller, M.D. Chair an McEnteeKillo=2005 COMMONWEALTH OYMASSACHUSETTS EXECUTIVE OFFICE OF ENwR4NMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL.TROTECTION RECEIVED MAR 2 0 2002 TOWN OF BARNSTABLE r I,I,L HEALTH DEPT. OFFICIAL-INSPECTION CORM—NUT FOR-VOLUNTARY ASSESSMENTS SUBSURFACE-SEWAGE DISPOSAL SYSTEM FORM PART A- CERTIFICATION - /� 'MAP Property Address:3 5` ydi S% ® _. /An PARCEL ! Owner's Name-: hi Y 6ri%/o oe g d LOT Owner's Address: -Ir Date of Inspection: l o Name of Inspector:(please pr_int)61�_119,vAl A2 •y.��ter.s u// Compaq}Name- . Mailing_Address: P 3 o X 9 /�?, A4 / Telephone Number: .5-o 7-- -7 CERTIFICATION STATEMENT '- - I certify that-I have-personally inspected-the sewage-disposal system at this-address and-that the information reported below is true-accurate-and-complete-as of the tirne.of:the inspection.-Thelnspection-was.-performed based on my training.au"xperience-in-the-proper function,and maintenance ofon site-sewage_disposaj systems.I am a IDEP approved_&yysem-inspector-Tuasua=Passes 5.S40 of:T tle1 j310 Ci1RIl 15:000). The system: Conditionally_- Passes- Needs Further Evaluation by the-Local-Approving Authority Fails f Inspectorgf ftaatur Date: The system inspector shall submit a-copy of this inspection report-to.the Approving Authority(Board of Health or DEPIwithin 30 days of completing this inspection.-If-the-system is.a-shared-system or has a design flow of 10,000 gpd.or greater,the inspector and the system owner shall-submit-the report to-the=aW—oprigteTegimtal-office of the DER The orig_m4should be sentto the system-owner and copies sent to the_buyer,if applicable,and the approving authority:.. ... Notes and Comments ****This report-only describes conditionsatthe-time efiinspectiwznd=-umter#he- -ond Lions of use at that time.This-inspection--does-not-address_how-the:systEm-evil{perform in-Ahe-future_under the same or different conditions of use. e Page 2 of 11 OFFICIAL-INSPRCTLON-FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE-SEWAGE-DISPOSAL,SYSTE -NSP ION FONT PART A CERTIFICATION(continued) Property Address: `f /�ti� �; Owner:A,,� d 2 Date of Inspection: eF Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Pa ave not found any.information which-indicates that any of the failure criteria described in 310 CMR 303 or in 310 CMR 15.304 exist.Any failure criteria norevaluated-are-indicated°below. - Comments: B. System Conditionall Passes: One or more system c ponents as described in the"Conditional P section need to be replaced or repaired.The system,upon co lesion of the replacement or repair,as roved by the Board of Health,will pass. Answer yes,no or not determined( -,ND)in the- fo e-followingstatements:If"not determined"please explain. The septic tank is metal and over 2 ears *or the-septic tank(whether metal-or not)is-structurally unsound,exhibits-substantial-infiltration or- on-or-tank SystemwilLpass;inspecoon the existing tank is-replaced with a complying s c tank-as approved--by-theBoard of Health. *A metal-septic-tank wilkpass inspectiontf t i cturaify-soun¬-leaking.and if a-Certificate-of Compliance indicating that the-tank is-less than-20 ye ol& -available- ND explain: Observation of sewage ekup_or break outar ' :static vvmter ISvel-in the distributioabox-due to broken or obstructed pipe(s}or due toy a- roken,settledor.unevem 'stribution box.:Systent will pace n,spection-if(with approval of Board of Heal broken pipe(s).m'e d obstruction-is removed distribution-box is ar rimed- ND explain: The sy tem required pumping more than 4-times a year due-t roken or obstructed pipe(s).The system will pass inspectio 'f(with approvaLof the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: � y Page 3 of 1 I OFFICIAL.INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL, SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: ,�1 Owner•U? Al Date of Inspection: 3 / i fr a C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that.the' system is not functionin in a manner which will protect public health,safety and the environment: _ Cesspool or privy is wi in 50 feet of a surface water _ Cesspool.or privy is with 50 feet of a bordering vegeta wetland or a salt marsh 2. System will fail unless the Board of He h(and Public Water Supplier,if any)determines that the system is functioning in a manner that otec the public health,safety and environment: The system has a septic d soil abs tion system(SAS)and the SAS is within 100 feet of a surface water supply or tribut to a surface w er supply. _ The system has a se c tank and SAS and th SAS is within a Zone I of a public water supply. _ The system has septic tank and SAS and the S is within 50 feet of a private water supply well. The syste as a septic tank and SAS and the SA 's less than 100 feet but 50 feet or more from a private water pply well".Method used to determine di tance "This s tem passes if the well water analysis,performed at DEP certified laboratory, for coliform bacte ' and volatile organic compounds indicates that the well i free from pollution from that facility and the resence of ammonia nitrogen and nitrate nitrogen is equal to Iess than 5 ppm,provided that no other ilure criteria are triggered.A copy of the analysis must be attached t this form. 3. Other: l i Y Page 4 of I I OFFICL-41 INSPECTION FORK—NOT FOR VOLUNTARY SESSI[ENTS SUBSURFACE-SEWAGE-DISpOSAL SySTMJNSPECTION FORM PA 'F A- CERTMCAT ON(contimied) Property Address: 3 `f Owner: �'� Y elf o 2 .4 ,J - Date of inspection: -5 /i rye P_ D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for altinspections: Yes Backup of sewage into facility or system component due to overloaded-orelogge4 SAS or cesspool _ _Discharge or ponding of effluent to the surface of the ground orsur€ace waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invertduc-to an overloaded or-clogged-,SAS or cesspool Liquid depth in cesspool is less than 6—below invert-or available-volume-is=less-thap'�2 day flow Required pumpingmore than 4 times in the last yearNOT due to-clogged or-obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool-of privy is belowhigh-ground=water-elevatton.- Any portion ofcesspoolor privy is within P00-feetofa-surface-water supplj�or tributary to a surface water supply. _ Any.portion of-a cesspooror privy is-within a Zone-1 ofa public well. Any portion of-a cesspooror privy is-within-W-feet-of a private-water supply-well. _ Any portion of a cesspool'or privy is-less-than-l0(-feet-but-greater Sian-50-feet-from a private water supply well with-no acceptable waterquality analysis:-j--This=system`passes- the-welLwater..analysis, performed at a DFP1€ certified Laboratory,for-c ikw bacteria-and-volatile-organic_compounds a indicates that the well`is free-fra�pottution-from the-Preseuce_of ammonia nitrogen and nitrate nitrogen is equal tG-oriew-tbmw--S provided--ti�mWno-othei-fildure criteria,- ._..... are triggered A copy-of-the analysis-muEbe-.attaebe&-tetbiS-f0rM4 (Yes/No)The system fails.I have determined that one or more of the-above-failurexriteria exist as described in 310 CMR 15.303,therefore--the system fair=Tle_system-ownershnuld_c°ntact the Board of Health to determine-what-will be=necessary-to-eorrect-the failure._ E. Large Systems: To be considered a large system the systentwas= ►e'a iliCility design flow of 10,000 gpd to 15,000 gpd- You must indicate either"yes"or"no"to each of the-foilo :- (The followingcriteria 048rge-systems•iwad ' ' to e.criteri4_above) yes no the system is within 400 t o surface drinking water supply the system is within 2 feet o tributary to a surface drinking water supply the system is cated in a nitrogen s sitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II o public water supply well 4' If you have ered"yes"to any question in Sectio E the system is considered a significant threat,or answered "yes"in Secti n D above the large system has failed. a owner or operator of any large system considered a significant threat under Section E or failed under Section shall upgrade the system in accordance with 310 CMR 15.304.The system-owner should contact the appropriate regional-office of the Department. 4 Page5ofII OFFIC L INSPECTION FORM-NOT FOR VOLUNTARY ASSESS ENT'S SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B //�� CHECKLIST' Property Address: 3 "'P C E Owner:A-1 y ,lea Date of Inspection: a � Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No — _ Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system,obtained and examined?(If they were not available note as N/A) — Was the facility or dwelling inspected for signs of sewage back u g P Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? _ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth x)f liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part Cis at issue approximation of distance is unacceptable)P 10 CMR 15.302(3)(b)j rx<haM * � � ,mot,` •,, -1 Page 6 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEKINSPECMN FORM PART C SYSTEM INFORMATION Property Address: Cs IL,TT4 a Owner: wi Y Ir, 16 6L A .� Date of Inspections: 3FLOW CONDITIONS RESIIDENTIAL Number of bedrooms(design): Number of bedrooms.(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms):: 3 Number of current residents: a Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no):W— [if yes separate inspection required) Laundry system inspected(:V�x no):— Seasonal use:(yes or no):,eeY Water meter readings,if available(last 2 years usage Sump pump(yes or no): Last date of occupancy: /'U(W�) COl'VIMERCIA. L/I715 L Type of establishment- "UST _ Design flow(based on 310 .20 gpd Basis of designs flow?ar erson ft,etc.): Grease trap present(yeso Industrial waste holdresent(yes or no): Non-sanitary waste d he Title 5 system(yes or no):._ Water meter read' lable: Last date of occupancyluse: OTHER(describe): GENERAL INFORMATION Pumping Records ' L ".,4l2 Source of information: G(/41"e 2_ e`fo a- /1lOT LAG'f6i/0/ '�"'� i4 s� Was system pumped as part ofthe inspection(yes or no): If yes,volume pumped: gallons—i-low was quantity pumped detained? Reason for pumping: TYPE OF SYSTEM __-_Septic tank,distribution box,soil absorption system- -Single cesspool Overflow cesspool —Privy _Shared system(yes or no)(if yes,attach previous inspeciicarecords,if any) _Innovative/Alternative technology:Attac1►.a copy of the current operation and maintenance contract(to be obtained from system-owner) _Tight tank Attach a copy of the DEP approval (/Other (describe): 5,r'/JT /qy 17 Y� Approximate age of all components,date install d(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no): /� Page 7ofII OFFICIAL ISPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION, (continued) Property,address: Owner•41iY Date of Inspection: 73 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_�?as t iron _40 PVC outer(explain): Distance from private water supply=v&ll or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK-—{locate on site plan) Depth below grade: � Material of construction: c�te_metal_fiberglass polyethylene ^other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_{attach a copy of certificate) � � Dimensions: 8i5 X S Sludge depth: l� Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness:—�_ Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Ikl a,,4 5 y R Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_c ncrete ni I_fiberglass polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top o utlet tee or baffle: Distance from bottom of scum to o m of outlet tee or baffle: Date of last pumping: Comments(on pumping reco endation ,' let and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,a dense of leakage, ): sty`�';``t�!, :x. , •'t.'.. Page 8 of I I OFFICL41 INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENT SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTION FOB PART C SYSTEM JNFORMAnON(continued) Property Address: 3 4` �4 w� J/ ;-- Owner' Date of Inspection: �s / o� TIGHT or HOLDING TANK: (tank must be pumpedat time of inspectim)(Ioc ate on site plan) Depth below grade: Material of consttuctio : concrete metal fiberglass-__polyethylene other(explain): Dimensions: Capacity. allons Design Flow.- Wonsldmy Alarm present(yes ): Alarm level: Aiaxm in working. er(yes or no): Date of urnping: Cc is(condition of alarm and.float switch ,etc.): DISTRIBUTION BOX (if present must be opened)(locat€on site plan) Depth of Iiquid level above outlet invert: 9mments(note if box is level and distribution to outlets cquA y evidence of solids carryover,any evid :of leakage into or out of box,etc.): at i€ an PUMP CIEIAIVdBER•. v (Ioc eons a plan) Pumps in working order(yes or no):X. Alarms in working order(yes or no): COMmehis(note condition of pump chamber,condition of pumps and de ices,etc.): r i Page 9 of 11 OFFICIAL-INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEWINSI'ECTION FORM PART C SLYST;EM-INFORMATION(continued) Property Address: `7' j1d_ Owner:A NI Y Ir a 2.4"-, Date of Inspection: .3 a_�_ SOIL ABSORPTION SYSTEM(SAS): �/(Iocate.on_site-plan,_excavation not required) If SAS not located explain why: EE 1049,v7-9,—(? d cif _ S/�S Type eaching pits,number: l leaching chambers,number: leaching-galleries,number. leaching-trenches;number,length: leaching fields;number,dimensions: overflow cesspool;number:- innovative/ahemative systerrn- Type/name of-technology Comments(note conditiorr-of soil,signs of hydraulic-failure,level of ponding,damp soil,-condition of vegetation, _ etc.): CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: _ Depth—top of liquid to inlet inve . Depth of solids I r: Depth of scum laye Dimensions of cesspo Materials of cons ctio Indication of undwater flow(yes or no): Commen note condition o il,signs of hydraulic failure,level of ponding,condition of vegetation,-etc.): PRIVY: (locate on site plan).- . Materials of constructio . Dimensions: Depth of solids: Cofi tnients(note condition of-soil igns-of hydraulic failure,level of-ponding;condition of vegetation,etc.): Page 10 of l l OFF'ICL41 INSPECTION FORM—NOT FOR-VOLUNTARY ASSESSMENT& SUBSURFACE SEWAGE DISPOSAL-SYSTEM-INSPECnON FORM PART:C- SYSTEM-INFOI TION(continued-)- Property Address: c,E ,vTB.z Owner• , Y 2"'q hate-of-Inspeetiow.- SKETCH OF SEWAGE DISPOSAL SYSTEW Provide a sketch of the sewage disposal system including ties to-avleasttwa permanent-reference landmarks or benchmarks.Locate all wells within 1-00-feet.Locate where public water-supply enters the building. )PC = C = 4 + Wage 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C / SYSTEM INFORMATION(continued) Property Address•3 ?6"J S 7' . Cc�iv%tq !il/ -P Owner: Date of Inspection: SITE EXAM Slope Surface water Check cellar Shallow wells I o 1 Estimated depth to groundwater feet (3 y 191i J Please indicate(check)all methods used to determine the.high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) , W7_Checked with.local Board of Health-explain: -- Checked with local excavators,installers-(attach documentition) Accessed USGS database-explain: You must describe how you established the Nigh ground water elevation: LOCL.TIOON ' SEWO.C;E PERMIT Uo. IM57QLLER S &M DR S BUILDER 5 WF- QDORESS DflkTE PERMIT ISSUED D &.TE COMPLI &1,4CE ISSUED : 6 -Zf�=7� �- - :,;,�, �' �L r ,' � °V .� ��c l� QJ ' `� �� �iN � l � . �- 013 o....... AN Fps. •.-^''� THE COMMONWEALTH OF MASSACHUSETTS P BOARD OF H LTHp �' oQ,� j.v-jA,Y-'.._......OF.....-. Appliration -fur Dinpn.itt1 Workii Tonntrnrtion Vrrniit Application is hereby made for a Permit to Construct ( ) or Repair ( )) an Individual Sewage Disposal System at: � P41,.�.....S�- •-_------ec,-w��A-------------------------------------•--------- ®� Location-Address or Lot No. Ower --••--•------------------•--•--•----•-------Address Inst er Address v Type of Building Size Lot-__________________________Sq. feet �-, Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Otherfixtures ---------•-••---•---------------•--••--------------•---------------------•---------••-.._... ... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth---...______--- x Disposal Trench—No_ ____________________ Width.................... Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area_.__----_-..____--sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------- -- ................................................ ------------- Date-..------------------------------------ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.-------------.-_-_.-_-- (� Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water---------------------- --------------------------------------------------------------------------------------------------------------••-----------------------------------------------•-•-•-••-•---•----- ----•--------------------•---------------------------------••---•------------.. ODescription of Soil........................................................................................................................................................................ --------------------------------_-----------------------------------------------------------------------------_ ____ .' - --' -----•_____-------- U N ure of—Repairs epairs or tons— �s�w when a livable._- _ .__ .-____________ __ Agreement: The undersigned agrees to install the aforedescribed Individual'Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issued by the board Vheth. S, ---- -- �.... -m..... --------- > -Via- Date Application Approved By......... . ..... - - �� •� �'�'7 Date Application Disapproved for the following reasons: -----•------------•--••------------•-••----------------------------•-- ..........................-------------------------------------------------•---•---------•----------•-•-------------••---•-------------•------•---•---------•-•-----------------•--•---------.---.----- Date PermitNo....................................-.................... Issued...................... -----------------------•----•---• Date •..-ff� ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HF4LTH /! •^�!1.>- ..OF.... �/L+^/J Jl �r� X _..� ......--.-- Appliration -for Uigpoiitt1 Workii Tonfitrnrtion Vrrniit Application is hereby made for a Permit to Construct ( ) or Repair ( )an Individual Sewage Disposal System at: -- /} Location.Address or Lot No. Owner Address ---•--•-----...-----------------------------------------------•----•----------•----..•......----- Inst er Address Q Type of Building Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ----........................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tcutk—Liquid capacity------------gallons Length---------------- Width................ Diameter................ Depth...----..-.-_.- x Disposal Trench—No_____________________ Width-------------------- Total Length___________-•---_-_ Total leaching area--------------------sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area.------..-.-._..-_sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY---------- ----------------------•-----••-----•-••-----•-•------••--••-••• Date---..---------------------------------- ,4 Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water--------------------_- (Z4 Test Pit No. 2....._----------minutes per inch Depth of Test Pit.................... Depth to ground water_-.-_._.-_--__----_--. a ---------------------- ----------------------------------•------------------------------------............................................................. ODescription of Soil------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------- x U ----------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------- W -------------- ----------------------- ------------- - ------- ------------------------ U N�xure o .epairs or Ak- ions—Atlswe when applicable �?...:��. '7- �* �........................ �c - --- ------------•--•------•----------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beef issued by the board of health. 1 Signed ,*-•7 :- ..t �.^ - -------- t' _ Date Application Approved BY _ �I,, a.-.7. jV'� ............................•-••-•----Date._....... . Application Disapproved for the following reasons:______________________________________________________ _ _ --........--•-•----•---•-•-•••--••---------------•--•----------•.._.....-----•-----------•----------•--- •----•....---------...._......_-----•••-----•----------------------......_.....----------•-. Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEAL .H 1< V �rrtifiratr of Tomplianrr THIS IS TO CE '9IFY, iat the Individual e age Disposal System constructed ( ) or Repaired b s ... Y ------------------- j--------- ---- - -- �---- Ins ------ ----`�'--/- '=-L.____ � ' ....1 has been installed in accordance with the provisions of ArticlIII of.;he State Sanitary Code as�!scribed in the ____application for Disposal Works Construction Permit No__ _____ ___S.S.!. dated...../.�-:'__ _--.-�._7.�....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME SYSTEM WILL FUNCTION SATISFACTORY. DATE-------_--F 7— jLr.. ----- Inspector-------- C :� ....._.. THE COMMONWEALTH OF MASSACHU T J BOARD 9,,F HEALT �� -�r '�.......... ..OF.... ... .....``.:- �h ...... .. No. ff FEE ---='--•-' Bi pa.6al �J ork / on t 4, tion rrnt�i# Permission is herebyranted_ - 1 X...... _1. r5 -! g .-_... to Construct ( or r}pair ( an Individualewage/Disposal Syst• 1� ,{at No.- ' ... . •-` :�'2 .....��- ��/ A -•------- -- treet as shown on the application for Disposal Works Construction P:t'fnit/No..___��__�_.,_ �ed-_�_.�... ._�.�... 7.6✓ _._...--•-••-- ,,��°_� - y t= : ' ................................ Board of H alth DATE------Av------------------------------ : FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS LY MARK & RICHARD WEINTRAUB s TRIPOUT LEGEND Wequaquet ' 64 LAKE DRIVE SEE NOTE 11 LakC (MAP 230 PARCEL 79) 16 f PROPOSED CONTOUR REMOVE 36" PINE �>r e/ 16 PROPOSED SPOT GRADE 9Pe REMOVE 24° PINE / 40 MIL POL Y LINER — EXISTING CONTOUR 100/ $J' TO SURROUND S.A.S, — 36 —— 38,83 a °` �o,� LOCUS �0 EL, 39,0 TO 37.6 x 37,11 EXISTING SPOT GRADE °r qy REMOVE & RELOCATE I x 9.68 TEST PIT GAS SERVCE /� 1�� b Great Marsh Rd c °cam 6�� a °M C., W EXISTING WATER SERVICE 0jg R ute LIMIT OF WORK/LOCA TION .� / / ;. ' 4 / c� T FENCE CTYP.) oute W OF SILT DH,W,— EXISTING OVERHEAD WIRE est Moen 5t Y ^ /.<„ r'�`": I U4 —G— EXISTING GAS SERVICE 38,86 \\ ! 3. �a — + `` SIDNEY K. HORTON JR \ v �� 0 / V 4✓ 73 LAKE DRIVE —G— PROPOSED GAS SERVICE \ l✓SX ��q /�� (MAP 230, PARCEL 85) LOCU�J PLAN N.Y.S. //� ,39 ���/ `�` � I N i GENERAL NOTES: `�✓ / \ f ' 7!1 38,71 � DST /�`:- Q��� � 36,52 , yJ !� h�• / /�!, :;� � � j� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL YJ BOARD OF HEALTH AND THE DESIGN ENGINEER, ANN PHILLIS SINGER Q 1~/ OAS �' 0� She 36,32 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS (MAP 230,5 LAKE DRIVE PARCEL 5m �� V l���L'`� b� / LOOCALERULESEANDVIRONMENTAL REGULA IONS EaCEPT AS E, TITLE REQ AND S ED APPLICABLE r_ W 360 �) 38.57 3 �,`` �dpJ`3,�/c� 1) 310 CMR 15.405(1)(b): k �, � / — A 10 variance, S.A.S. to cellar wall, for a 10 setback. 39,90 � �,�' � � Lot Z4 / FXISrIMG SAS Deck Ma �^�/y , 2) LOCAL REGULATION CHAPTER 360, ARTICLE 1 TO BE PUMPED & c J0[/ 3 5.0 8 — A IS' variance, S.A.S. to B.V.W., for an 82' setback. FILLED W/ SAND, / / c'- Parcel el 86 � d j BVW+0/1 2) LOCAL .REGULATION CHAPTER 360, ARTICLE 1 Q 10,450±S/F, p'� — A 48' variance, Septic Tank/Pump Chamber to B.V.W., for / 2 ,�34,92 a 52 setback, x / ! 4 .11 // j ' BVW/2 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFtLLED PRIOR Qa 35,1Qc DESIGNPENG NEER 4 X TO D APPROVAL BY THE BOARD OF HEALTH AND THE 36.60 / x. wo- . BVW/3 wegvagvet 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Q 38,26 !� 35.18 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / '36�co / 34f 36,41 /� � BVW/4 Lake ENGINEER BEFORE CONSTRUCTION CONTINUES. / CA i� / 5. ALL ELEVATIONS BASED ON N.G.V.D. DATUM. CUT PAVEMENT W/ N 3`8 WAR'RELEV. -34.1't 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF REMOVE PAV'T BEYOND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF CUT & REPLACE WITH DriV_ Cyr\ 4 rr Imo_ �"1 ,� O j( 35.15 �2/Ageosl + _ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1/4' PEAS TONE I 3/, A 52 �/ BVW/5 AWN( WATL525uRrAa r7ru �34./ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVIVE. 0` 8. THERE ARE NO PRIVATE WELLS LOCATED•WITHIN 150' OF THE S.A.S. PK/SET y` x 35,41 VW/ _ X BVW/6-END 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE LOAMED 38.44 38.12 I 1 '8 Shed SEP C/ D/,Pn�t OF M4,r AND SEEDED UPON COMPLETION OF CONSTRUCTION. BENCHMARK �� � . 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PK, NAIL SET 38, 93 — o PETER T. a� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO`BEGINNING EL.=38,44 NGVD H 22'00" McENTEE CONSTRUCTION. �� $ 82 DOUBLE ROW OF STAKED HAYBALES & o CIVIL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS JOSEPH KOPELMAN 37,97 `_— ENTRENCHED SILT FENCE'TO EXTEND 20, No. 35109 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE PROPOSED 33 POND STREET ' X 38,43 UPSLOPE EACH WAY FROM LOW POINT o �£C/S1Ed S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). (MAP 230, PARCEL 49) U P/4 9 7 2 P 38,24 EXISTING SEPTIC TANK FS31 A G 12. SUBJECT SITE LIES ABOVE THE 500 YEAR FLOOD PLAIN. £DITH f GROVE, GRACE swEENEr AND PUMP CHAMBER RONALD M. & SUSAN C. LAREAU & ROSEMARY L, ELDRACHER X 3 '31 TO BE PUMPED, CRUSHED 22 POND STREET �L PROPOSED SEPTIC SYSTEM UPGRADE 100 BREINER LANE AND FILLED W/ SAND. (MAP 230, PARCEL 87) 5 (MAP 230, PARCEL 48) LIMIT OF WORK/LOCATION 34 POND STREET, CENTERVILLE, MA OF SILT FENCE (TYP.) Prepared for: Amy Kflloran, 34 Pond Street, Centerville, MA 02632 WETLAND DELINEATION BY: FLOOD ZONE DESIGNATIONS FROM Engineering by: Surveying by: SCALE DRAWN JOB. NO. Sabatia, Inc. COMMUNITY PANEL NO.250001 0005 C EngineedngWorb Terry A. Warner PLS 1"_20' P.T.M. 128-05 21 Observatory Lane Revised August 19, 1985 12 W. crossfieid Road 22 Long Rood Pocasset, MA 02559 4 DATE CHECKED SHEET NO. (508) 563-5349 Site lies within Zone C (508)dole, 53 o2saa Norwich, MA 09 5 2 05 (508) 477-5313 (508) 432-8309 / / P.T.M. 1 of 3 ELEV. TOP NOTE: TO PREVENT BREAKOUT, A 40 MILL POLY FOUNDATION PROVIDE 24" RISERS W/COVERS OVER ACCESS MANHOLES LINER SHALL BE PLACED AROUND THE S.A.S. AS SHOWN WITH COVERS SET TO FINISH GRADE. ALL JOINTS ALONG THE STRIPOUT LIMIT AND SET (front) SHALL BE WATERTIGHT. FINISH GRADE RANGES FROM 39.8 TO 40.5 BETWEEN EL. 39.0 AND 37.6 =41.65 F.G.EL: 34.8 F.G.EL:36.3 F.G.EL:36.5 F.G. EL: 40.3 F.G.EL:36.0 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER S.A.S. = 36" a PROVIDE 20" RISER W/COVER OVER OUTLET PIPES SET LEVEL LEACHING FIELD W.,/2-4" PERFORATED_SCH 40 4PUMP TO WITHIN 6" OF FINISH GRADE OVER FIRST 2 FEET PVQ_ ISO_maunONN IN =37 5' W=12' L =5'(MAX) ENDS T❑ BE CAPPED L=24' 4" SCH 40 PVC 4" SCH 40 PVC 2' SCH 40 PVC g 6' EFF. 6" IN B S= 1% CMIN.> DEPTH �• FORCE NIA B S= 2% (MIN,) In 14• Io SLOPE OF PERF. PIPE = d,SY. INV. EL.=3$.10(END) ' POUREDE RUB PLACE BER BOOT D—BOX 24INV.=38.51 37,5' EFFECTIVE LENGTH SEALED RUBBER BOOT TEE'S ARE TO BE POURED IN PLACE 16' MIN a. .a, 4" SCH 40 PVC INV.=32.55t (MIN) INV.ELEV.=38.29 INV.=32.80 e' INV.=38.34 SOIL ABSORPTION SYSTEM (PROFILE) PROVIDE COUPLING TEE SHALL NOT EXTEND Kr.a TIE IN TO EXISTING 4" SEWER 15' BELOW FLOW LINE OUTSIDE HOUSE WITH WATERTIGHT INV.=32.55 COUPLING. INV.EL.=33.28 GAS BAFFLE TO BE INSTSALLED ON 2' LAYER OF OUTLET TEE AS MANUFACTURED BY 1/8'-1/2' DOUBLE TUF-TITE, ZABEL, OR EQUAL BREAKOUT ELEV.=38.79 — WASHED STONE (See Pump Detail, Sheet 3 of 3) f�,00 CA I ON SEPTIC TANK/PUMP CHAMBER BOTTOM ELEV.=37.so WASHED 1/2° DOUBLE 61 3 WASHED STONE 3 5' MIN. ABOVE BOTTOM OF SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND T.P, EXCAVATION OR G,W. EFFECTIVE WIDTH, 12' TRUE TOGRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED HIGH G.W. EL= ,32.6 STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). SOIL ABSORPTION SYSTEM (SECTION) NLA SEPTIC SYSTEM PROFILE N.T.S, DESIGN CRITERIA SOIL LOG DATE: APRIL 21, 2005 NUMBER OF BEDROOMS: 4 BEDROOMS (EXISTING) REDUCING TO 3 BEDROOMS SOIL EVALUATOR: PETER T. MCENTEE P.E. SOIL TYPE: CLASS 1 INSPECTOR: DON DESMARAIS—BOH AGENT DESIGN PERCOLATION RATE: 2 MIN./IN. GARBAGE GRINDER: NO EXISTING 1 STORY Elegy. TP Depth DAILY FLOW: 330 GPD WOOD FRAME 39.7 0" DESIGN FLOW: 330 G.P.D. FIB HOUSE (#34) 38.5 A 14.1 DESIGN PERCOLATION RATE: 5 MIN/IN CFRL7NT� SANDY LOAM 10YR 3/3 37,5 26" LEACHING AREA REQUIRED: (330) = 445.9 S.F. ' B SANDY LOAM 74 CD . 10YR 5/8 LEACHING FIELq 52-4" PERFORATED SCH 40 35.0 C 44" PVC DISTRIBUTION LINES L=37.5'. W=12' I BOTTOM AREA = TOTAL AREA: 12' x 37.5' = 450.0 S.F. (u I PROPMED SAS, I I I DESIGN FLOW PROVIDED: 0.74(450) = 333.0 G.P.D. L-i1 I M—C SAND --------- -----J 10YR 6/8 PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500 GALLON/500 GALLON 32.6 STDG.G.W. -- 85" PROPOSED SEPTIC SYSTEM UPGRADE 30.7 108" 34 POND STREET, CENTERVILLE, MA S.A.S. LAYOUT STANDING G.W. ® 40" PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Amy Kitloran, 34 Pond Street, Centerville, MA 02632 N.T.S. POND ELEV. =34.1 NGVD Engineering by: Surveying by: SCALE DRAWN JOB. NO. MSHGW EL. 32.6 AT PERC LOCATION EngineeringWorka Perry A. Warner PLS N.T.S. P.T.M. 128-05 NOTE: NO GROUNDWATER ADJUSTMENT APPLIED SINCE WATER SURFACE 12 W. Crossfield Road 22 Long Rood DATE CHECKED SHEET N0. AT POND WAS AT RECORD ELEVATION. DIFFERENTIAL IS ASSUMED Forestdole, MA 02644 Harwich, MA 02645 DUE TO HYDRAULIC GRADIENT. (508) 477-5313 (508) 432-8309 1 5/2/05 P.T.M. 2 Of 3 INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP, NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID—TIGHT CABLE CONNECTORS SUPPORTED (3) 5" DWOUTLETS HOISTING CABLE 7x19 STAINLESS STEEL BY 1-1/4' PVC C❑NDUIT, JOINTS TO BE MADE s tie 1/8' DIAMETER. / 1,760 LB, STRENGT WATERTIGHT 2'BALL VALVE w/ UNIONS SCH. 80 PVC 2" FORCED INLET INV.(1N)=32.55 GEORGE FISHER CO. MODEL NO. 560 w/ VERTICAL TEE �ts ve 2"SCH, 40 DISCHARGE T❑ D-BOX OUT�ET(�) 1 6+ 1 ! 8' ALARM ON EL: 30.55 2'SCH, 40 TEE w/ CLEAN—OUT CAP ` PUMP ON EL: 29.88 PROVIDE 1/4' WEEP MOLE IN DISCHARGE 2 PUMP OFF EL: 29.22 24, 1 PIPE FOR SELF-DRAINING FORCE MAIN NOTE: BOTTOM OF TEE SHALL NOT 1 BOTTOM OF 2" BALL CHECK VALVE SCH. 80 PVC EXTEND BELOW FLOW LINE. PUMP CHAMBER 8' 100 P.S.I. FLOWMATIC MODEL No, 208S ELEV.= 28.05 DISTRIBUTION BOX PROVIDE 2- WIDE ANGLE FLOATS: 2' SCH. 40 PVC DISCHARGE PIPE N.T.S. FLOAT N❑.11 PUMP ON/OFF (BARNES 073618) BARNES SEV412 PUMP ,5 H.P. 115 V FLOAT NO.;': ALARM ACTIVATION (BARNES 073612? 2' DISCHARGE PASSING 2" SOLIDS PROVIDE SILTATION FENCE BACKING DOWN GRADIENT SIDE OF HAYBALES DOUBLE ROW OF STAKED HAYBALES PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 CALCULATIONS r I AN APPROVED EQUAL SUBSTITUTE MAY BE SUPPLIED BUOYANCY CALC U LATI 0 N S PUMP DETAIL ' X' (2 PER BALE)BEANPOLES Septic Tank Chamber Unit N,T,S. BOTTOM OF PUMP CHAMBER EL.= 28.05 ADD 6" OF ADDITIONAL CONCRETE TO TOP OF UNIT HIGH GROUNDWATER EL.=34,1 (ASSUMING POND ELEV.) 6" DiO. BUOYANCY FORCE PER FOOT OF DEPTH: 6" Dta. 2D" Dia. Covers (TYP•) Outlets 7.0' x 13.0' x 1.0' x 62.4 Ibs/cu.ft. = 5,678.4 Ibs/ft Inlet (typ) t BINDING WIRE 1 MAXIMUM DISPLACEMENT = 34.10-28.05= 6.05' In OR TWINE « tl I t � f �t �I I MAX. UPLIFT PRESSURE = 6,05 X 5,678.4 Ibs/ft = 34,354,3 tbs. O �8" FILTERED I i l �� l I I t Ef WEIGHT OF EMPTY PUMP CHAMBER = 30,000 Ibs.+ ' O RUNOFF Flow WEIGHT OF ADDITIONAL CONCRETE: w = F I 1 I*SEDIMENT 7.0' x 13.0' x 0.5 x 150 Ibs cu.ft. -177 Ibs. Monholes 6,648 Ibs. 6" t t t t •�� WEIGHT OF SOIL OVER SEPTIC TANK/PUMP CHAMBER (1.5' AVE.COVER): 6'-2" 4'-9' 48" Liquid Level 4'-6" 7.0' x 13.0' x 1.5' x 110 Ibs/cu.ft. = 15,015 Ibs 6„ COMBINED WEIGHT = 30,000 Ibs, + 6,648 Ibs. + 15,015 Ibs. = 51,663 Ibs. DEN 51,663 LBS. > 34,354 LBS. O.K. RUNOFF SILTATION FENCE SHALL BE SECTIO PLUGGED OUTLETS TRENCHED IN AND 6ACKFILLED DOSjNG & STORAGE REQUIREMENTS PLUGGED INLETS 3'-0" S I LTATI 0 N BARRIER DAILY FLOW: 330 GPD DOSING REQUIRED: 4 CYCLES/DAY (SAND) 3 — 20" Dia, Covers I I 330 1 4 = 82.5 GALLLONS/CYCLE I I DISTANCE REQUIRED BETWEEN PUMP 0 II 7'-0" 0 ON82 D GAL/CYC PUMPOLE FF 0. 125. GAL/FT = 0.66 FT/CYCLE �,/ 0 1 1 )f I I gRtU_uN'O`FF ENT LADEN STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS SEALED RUBBER BOOT I I FILTERED STORAGE PROVIDED: FOR 4" IN PIPE I I RUNOFF W F w INV.(IN) EL:32.55 - PUMP ON EL:29.88 = 2.67' .. . .. PLAN SEALED RUBBER GOOFOF Mgff STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.8 GALLONS NOTES: FOR 2" OUTLET PIPE 1. UNIT SHALL BE SEALED, WRAPPED, COATED & MADE WATERTIGHT. o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE 2. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT. MCENTEE _CIVIL 34 POND STREET, CENTERVILLE, MA 1500 500 GALLON CAPACITIES H-20 SILTATION FENCE SHALL BE No, 35109 q �o � Prepared for: Amy Killoron, 34 Pond Street, Centerville, MA 02632 TO BE SUPPLIED BY ACME PRECAST CORP., FALMOUTH, MA TRENCHED IN AND BACKFILLED FGISIER c`E 5s E Engineering by: Surveying by: SCALE DRAWN JOB. NO. SEPTIC TANK/PUMP CHAMBER SILT FENCE � EnglneeringWorkr Terry A. Werner PLS N.T.S. P.T.M. 128-05 12 W. Crossfield Rood 22 Long Road DATE CHECKED SHEET N0. Forestdole, MA 02644 Harwich, MA 02645 N.T.S. (508) 477-5313 1 (508) 432-8309 1 5/2/05 P.T.M. 3 Of 3 LEGEND wevaquet MARK & RICHARD WEINTRAUB STRIPOUT Lake 64 LAKE DRIVE SEE NOTE 11 (MAP 230, PARCEL 79) 16 �- PROPOSED CONTOUR REMOVE 36" PINE k 2/ 16 PROPOSED SPOT GRADE gP'� REMOVE 24" PINE oo� a /J 40 MIL POLY LINER _ 36 — EXISTING CONTOUR TO SURROUND S,A,S, — — °` �° LOCUS 38.83 1 $ EL- 40.1 TO. 39,0 x 37,11 EXISTING SPOT GRADE r p b BP 4 °r a REMOVE & RELOCATE v 1, x 9.68 TEST PIT °a oe sr GAS SERVCE / 1 Great Marsh Rd c R to 8 �. / /� / c'- p ti W EXISTING WATER SERVICE �g °� F�TT.-F.I LIMI T OF WORK/LOCATION V 9 Route 8 1 �. ,. . ..:4 / c� OF SIL T FENCE (TYR) �H W— EXISTING OVERHEAD WIRE west Main St ,�- EXISTING GAS SERVICE �,; I �� �_ 3�8,8 6 1 3'' - t W SIDNEY K. HORTON JR /�10 73 LAKE DRIVE —G— PROPOSED GAS SERVICE LOCUS PLAN N.T.S. (MAP 230, PARCEL 85) D� Nx ,39 O .: o 38,71 �( i>!: ..Q. i 7.81 36,52 o , � � GENERAL NOTES: 0.6 5 �`� p1 She 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ANN PHILLIS SINGER �i Q Ii/ , 36.32 BOARD OF HEALTH AND THE DESIGN ENGINEER. 55 LAKE DRIVE L �e � 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS (MAP 230, PARCEL 50) \ !1/ \ 36 �O OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE /�ti q 4V ,�' LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: � 38,57 ti� v�QO��S / 310 CMR 15.405(1)(b)&(i): 3 3 �,} � Lot 14 / � / 1) A 10' variance, S.A.S. to cellar wall, fora 10' setback. EXISTING SAS, i� Deck Map 230 2) A 1' reduction to the required 5' separation between bottom TO BE PUMPED & C 35.08 of S.A.S. and max. seasonal high groundwater, for a 4' separation. FILLED W/ SAND. �1 / 8�' Parce! /7 �d j BVW+0/1 LOCAL REGULATION CHAPTER 360 ARTICLE 1 x 11 10,450 S,F, ��0 / / 3) A 18' variance, S,A,S. to B.V.W., for an 82' setback. ,�34.92 wequgquet 4) A 48' variance, Septic Tank/Pump Chamber to B.V.W., for 34,82 j BVW/2 a 52' setback. Qd 35.1OK -3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 36.60 / o- Lake TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE x / X, BVW/3 DESIGN ENGINEER. Q38.26 i� A 35.18 WATER E/FV. -34,�'t 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 34� 36,41 // �Q BVW/4 (21 APR 05) ENGINEER BEFORE WCONSTRUUCTIONN HEREON ACONTINUESREPORTED TO THE DESIGN i RECOAD WATER SURFACE LWV. —34.6 CL/r PAVEMENT W/(� N 3�813 / C/G ��� k / { (RWORD) 5. ALL ELEVATIONS BASED ON N.G.V.D. DATUM. REMOVE PAV'T BEYOND 0 I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF CUT & REPLACE WITH `_—Jai \x, THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Drly 35.15 1/4" PEASTONE / 3/, ,4 R❑ SE 4, 0 BVW/5 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Ij PUMP C TANK/MBE v 52 �\�'/ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVIVE. PK/SET I\ x .35,41 34.53 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. 38,44 I I O x 2` BVW/6-ENDALL AREAS 38,12 I 8� Shed SEP C/ Dl "h� 9 AND SEEDED DISTURBED OFSCONSTRUCTION. BE LOAMED 1 /'� L� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE BENCHMARK 93'± THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PK. NAIL SET 38. �37.&9`' V CONSTRUCTION. EL,=38.44 NGVD H �� S 81°1 DOUBLE ROW OF STAKED HAYBALES & 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS JOSEPH KOPELMAN 1 ENTRENCHED SILT FENCE TO EXTEND 80' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE PROPOSED 33 POND STREET 37.97 ' X 38.43 UPSLOPE EACH WAY FROM LOW POINT t)F Mq S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). (MAP 230, PARCEL 49) U P/4 9 7 2 38,24 �(ISTING SEPTIC TANK RONALD M. & SUSAN C. LAREAU �c�F�1 f19�y 12. SUBJECT_ SITE LIES ABOVE THE 500 YEAR FLOOD PLAIN. AND PUMP CHAMBER 22 POND STREET o� PETER T, �� EDITH E. GROVE, GRACE SWEENEY (MAP 230, PARCEL 87) � r^ & ROSEMARY L. ELDRACHER x 3 ,.31 TO BE PUMPED, CRUSHED o McENTEE PROPOSED SEPTIC SYSTEM UPGRADE 100 BREZNER LANE AND FILLED W/ SAND. CIVIL (MAP 230, PARCEL 48) No. 35109 34 POND STREET, CENTERVILLE, MA LIMIT OF WORK/LOCATION �'EG/STE.��� �� I OF SILT FENCE (TYR) FSS/0 Prepared for: Amy Killoran, 34 Pond Street, Centerville, MA 02632 tJ E WETLAND DELINEATION BY: FLOOD ZONE DESIGNATIONS FROM Engineering by: Surveying by: SCALE DRAWN JOB. NO. Sabatia, Inc. COMMUNITY PANEL NO.250001 0005 C S� )(.10s, EngineellingWarks Terry A. Warner PLS 1 "-20' P.T.M. 128-05 PLAN REVISIONS 12 W. Crossfield Road 22 Long Rood , MA 02559 5/16/05 - 1) REVISE S.A.S. FOR MAX. SEASONAL HIGH G.W. EL.=34.8 Forestdole, MA 02644 Harwich, MA 02645 Pocasset DATE CHECKED SHEET N0. 21 Observatory Lane Revised August 19, 1985 Poca et, 49 Site lies within Zone C 2) ADD VARIANCE REQUEST FOR 1' REDUCTION TO MSHGW. (508) 477-5313 (508) 432-8309 5/2/05 P.T.M. 1 Of 3 Ki ELEV, TOP NOTE: TO PREVENT BREAKOUT, A 40 MILL POLY FOUNDATION PROVIDE 24" RISERS W/COVERS OVER ACCESS MANHOLES LINER SHALL BE PLACED AROUND THE S.A.S, (front) AS SHOWN WITH COVERS SET TO FINISH GRADE. ALL JOINTS ALONG THE STRIPOUT LIMIT AND SET SHALL BE WATERTIGHT, FINISH GRADE RANGES FROM 41.0 TO 41.2 - BETWEEN EL. 40.1 AND 39.0 =41.65 F.G.EL: 34.8 FGEL360 F,G,EL:36.3 F,G,EL:36.5 F.G. EL: 41.2 __\ . , : . �. MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER S.A.S. 36" PROVIDE 20" RISER /COE OUrEPIPaSCErEVEL LEA RING E ELD W /2�4, RERFOR T.E D S H 4 P 8 OFFIN GRADE F L -5'(MAX) PVC D1rIQ ION tNES L=37.5'. W=.120 . ,ENDS TO BE CAPPED L-24' t, C 2„ - _ 4 SCH 40 4" SCH 40 PVC SCH 40 PVC @ S 1/ (MIN.) 6` EFF, 6 - . LLL ilkFORCE MAIN - DEPTH CMIN.) �o. J.- �u SLOPE OF PERF, PIPE - 0,5'!. �INV. EL,=39.30(END) a 24' POURED R IN PLACE INV.=39.71 37 SEALED B BOOT I" SEALED RUBBER BOOT TEES ARE TO BE -- - -- ----- .5' EFFECTIVE LENGTH POURED IN PLACE 4" SCH 40 PVC 16• INV.=32,55± (MIN) INV.ELEV.=39.49 INV.=32.80 B. ► INV.=39.54 BOIL AB RPTI.ON. YST M .PRO�R I.LE� PR01tLb OUpLINGA& TEE SHALL NOT EXTEND N1'� TIE IN TO EXISTING 4" SEWER 15' BELOW FLOW LINE OUTSIDE HOUSE WITH WATERTIGHT INV, 32.55 COUPLING. INV.EL.=33,28 GAS BAFFLE TO BE INSTSALLED ON c 2' LAYER OF OUTLET TEE AS MANUFACTURED BY 1/B -1/2' DOUBLE TUr-TITE, ZABEL, OR EQUAL BREAKOUT ELEV.=39.99 — WASHED STONE (See Pump Detail, Sheet 3 of 3) BOTTOM ELEV: 3/41-I 1/21 DOUBLE =38.80 WASHED STONE 1 OQ/5nn GALLON SEPTIC AN PUM 3 P CHAM E 3 e ' 4' MIN. ABOVE BOTTOM OF SEPTIC TANK/PUMP CHAMBER & D-•BOX SHALL BE SET LEVEL AND T,P. EXCAVATION OR G.W. EFFECTIVE WIDTH L8" TRUE TOGRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED HIGH G,W. ELt 34.8 Jp STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2): SOIL ABSORPTION SYSTEM (SEC_, TION�) Nf.& SEPTIC SYSTEM PROFILE N.T.S, DESIGN CRITERIA SOIL.. LOG NUMBER OF BEDROOMS: 4 BEDROOMS (EXISTING) REDUCING TO 3 BEDROOMS SOIL TYPE: CLASS 1 DATE: APRIL 21, 2005 Cl� M SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN PERCOLATION RATE: 2 MIN./IN. - ��•��, A;1'��� GARBAGE GRINDER: NO INSPECTORt DON DESMARAIS-BOH AGENT i fir. PETER T. DAILY FLOW: 330 GPb , MCENTEE EXISTING 1 STLIRY D gh DESIGN FLOW: 330 G,P,d. No, 35109 ' Elev,, TF� WOOD FRAME 39.7 0" DESIGN PERCOLATION RATE: 5 MIN/IN op 4'FGIsI� NDUSE (#3�4) 38.5 FILL 14" 10 A q LEACHING AREA REQUIRED! (330) = 445.9 S,F, 6FRDNT) SANDY LOAM .74 10YR 3/3 _ 37.5 26" LEACHI G FI LD W/2-4" PERFORATED SCH B t INES L=3L 5' W 12' I�` SANDY LOAM PVC DISTRIBUTION BOTTOM AREA = TOTAL AREA: 12' x 37.5' - 450.0 S,F, 10YR 5/8 r A--W-_`---�`.� 35,0 C 44, DESIGN FLOW PROVIDED: 0.74(450) = 333.0 G.P,D, PROPOSED SAS. I M-C SAND PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500 GALLON/500 GALLON -� I IOYR 6/8 I Ly__-_-__.-...._____J PAN REVISIONS - SEE SHEET 1 OF 3 +-�--�-- --3 7,5' "'-.'—'——"""I 34.8 ADJ. O.W. 32.6 STDG. G,W. — 85" PROPOSED SEPTIC SYSTEM UPGRADE 30.7 108" 34 POND STREET CENTERVILLE, MA S.A.S-. LAYOUT STANDING G.W, @ 4� - PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Amy Killoran; 34 Pond Street, Centerville, MA 02632 N.T.S. POND ELEV, =34.1 Engineering by: Surveying by: SCALE DRAWN JOB. NO. MSHGW EL. 34.8 AT LAKE RECORD WATER SURFACE ELEVATION EngineeringWorkS Terry A. Warner PLS N.T.S. P.T.M. 128-05 12 W. Crossfield Road 22 Long Road DATE CHECKED SHEET N0. Forestdole, MA 02644 Harwich, MA 02645 (508) 477-5313 (508) 432-8309 5�2�05 P.T.M. 2 Of 3 INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER ! WITH WATERTIGHT JOINTS, WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP, - NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-•TIGHT CABLE CONNECTORS SUPPORTED (3) 5" DIA:OUTLETS BY 1-1/4' PVC CONDUIT, JOINTS TO BE MADE HOISTING CABLE 717 WATERTIGHT STAINLESS STEEL �s♦� t 8' , 1/8" DIAMETER. / 160 LB: STRENGT , 2'BALL VALVE w/ UNIONS SCH, 80 PVC 17 2' FORCE0 INLET GEORGE FISHER CO, MODEL NO, 560 W/ VERTICAL TEE INV.(IN)=32.55 '—'--"`ate"'— t5 t>2•. 2'SCH, 40 DISCHARGE TO D—BOX OUTLEt(tt�) 6 `� e, to?• ALARM ON EL: 30.55 2'SCH, 40 TEE w/ CLEAN—OUT CAP ' T PUMP ON EL: 29._88 1 PROVIDE 1/4' WEEP HOLE IN DISCHARGE 2 24' I PIPE FOR SELF-DRAINING FORCE MAIN NOTE: BOTTOM OF TEE SHALL NOT PUMP OFF EL: 29.22 BOTTOM OF 16� EXTEND BELOW FLOW LINE, B 100 BALL CHECK VALVE SCH, 90 PVC P S I, F OWMATIC MODEL No, 2 8S PUMP CHAMBER ELEV,= 28.05 DISTRIBUTION BOX p@OVI 2— WIDE ANCL�F -❑ 2' SCH, 40 PVC DISCHARGE PIPE FLOAT NO,11 PUMP ON/OFF (BARNES 073618) N,T,S, FLOAT NOZ ALARM ACTIVATION (BARNES 073612) BARNES SEV412 PUMP ,5 H,P. 115 V 2' DISCHARGE PASSING 8' SOLIDS PROVIDE SILTATION FENCE BACKING DOWN GRADIENT SIDE OF HAYBALES BUOYANCY CALCULATIONS DOUBLE ROW OF STAKED HAYBALES PUMP L ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 AN APPROVED EQUAL SUBSTITUTE MAY BE SUPPLIED Septic -Tank -Pump C .amber _Unit 1"X1"X3' OAK BEANPOLES BOTTOM OF PUMP CHAMBER = 28,05 PUMP D E`TAI L (2 PER BALE) HIGH GROUNDWATER EL.= 4.1'(A SUMING POND ELEV,) N.T;& BUOYANCY FORCE PER F DEPTH: 7,0' x 13,0' x 1,0' x 62.4 Ibs/cu.ft. = 5,6784 Ibs/ft -ADD 8" OF ADDITIONAL CONCRETE TO TOP OF UNIT MAXIMUM DISPLACEMENT = 34,80-28,05= 6,75' 6" Dia. 6" Dia. MAX. UPLIFT PRESSURE = 6.75' X 5,678.4 Ibs/ft 38329.2 lbs. Inlet (typ) 20" Dia. Covers (Typ.) - Outlets BINDING WIRE WEIGHT OF EMPTY PUMP CHAMBER = 30,000 Ibs.+ OR TWINE l!' (I I (I I j WEIGHT OF ADDITIONAL CONCRETE: 7,0' 13:0' 0,67' x 150 Ibs cu,ft, 177 Ibs. Manholes 8,468.5 lbs. 0 �8tallFILTERED � ( .. x x / )L ( ) — ' O RUNOFF I I lC -F� W WEIGHT OF SOIL OVER SEPTIC TANK/PUMP CHAMBER (1.5' AVE,COVER): 7,0' x 13.0' x 1.5` x 110 Ibs/cu.ft. = 15,015 lbs 6 F W �l "+ , COMBINED WEIGHT - 30,000 lbs. + 8,968 lbs. + 15,015 lbs. = 53,983 lbs. 6'-2" 4'-9' 48 Liquid Level 4'--6" — 53,983 LBS, > 34,354 LBS. O.K. 6" SEDIMENT LADEN DOSING & TORA�GE REQUIREMENTS RUNOFF SILTATION SHALL SECTI.ON PLUGGED OUTLETS TRENCHED F IN FENCE AND BACKFBILLED DAILY FLOW: 330 GPD DOSING REQUIRED: 4 CYCLES/DAY (SAND) PLUGGED INLETS 330 * 4 = 82,5 GALLLONS/CYCLE 13'--0" S I LTATI O N BAR I E R _ DISTANCE REQUIRED BETWEEN PUMP 3 — 20" 030. Covers I I ON AND PUMP OFF FLOATS: I I 4F 82.5 GAL/CYCLE 4- 125 GAL/FT = 0.66 FT/CYCLE I i 7'-0" STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS C1 0 0 STORAGE PROVIDED: I I SEDIMENT LADEN Q��� �� Mq�Jy INV.(IN) EL:32.55 -- PUMP ON EL:29.88 2,67' SEALED RU88ER BOOT I I RUNOFF �`4 ry STORAGE PROVIDED = 2,67' X 125 GAL/FT = 3318 GALLONS FOR 4" INLET PIPE I I FILTEERED p PETER T, Gj RUN FF F ow McENTEE F W d ,"., .,,., , CIVIL PLAN REVISIONS - SEE SHEET 1 OF 3 PLAN SEALED RUBBER BOOT ' N0, 35109 NOTES: FOR 2" OUTLET PIPE 1, UNIT SHALL BE SEALED, WRAPPED, COATED & MADE WATERTIGHT. 2. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT. PROPOSED SEPTIC SYSTEM UPGRADE CAPACITIES H-2o 34 POND STREET, CENTERVILLE, MA 1500/500 GALLON C ( ) SILTATION FENCE SHALL BE Prepared for: Array Killoran, 34 Pond Street, Centerville, MA 02632 TO BE SUPPLIED BY ACME PRECAST CORP., FALMOUTH, MA TRENCHED IN AND BACKFILLED Engineering by: Surveying by: SCALE DRAWN JOB. N0. SEPTIC TANK/PUMP CHAMBER SILT FENCE EnginwdnaftrAs rerry A. Werner PLS N.T.S. P.T.M. 128--05 12 W. Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. N,T,S., (508) 477-5313 (508) 432-8309 5/2✓05 P.T.M. 3 of 3