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0043 STETSON LANE - Health
43 STETSON LANE, HYANNIS A=306.066 a TOWNN OF BAPUNSTABLE LJ(ti'f10:v SDO f SEWAGE # 'Zoo S 1 � VILLAGE—? d SC / 1J`1 ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHQNE NO. �� 'SQL y174/7 7 SEPTIC TANK CAPACITY 1 r ► r =.:;SACP1ING FACIL=:.(type) O _y� /ci7�/"(size). ZX r�� %�� m `.O.OF BEDROOMS ✓ 'U,ILDER OR OWNER(/0 1' � ✓JD I/l 'ERMITDATE: COMPLIANCE DATE: — Separation Distance Between 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 M _ �,, `''-� M . _ `' � ., cb^ . I � � � ,�� � � � .: - � � �� C � !1� _tkti{C.iliiV_ 'J w SEWAGE # - —� 'Ji1.LAGi � ��� ASSESSOR'S MA? LO'T. _-- NSTALLER'S NAI E& PHONE NO. SEPTIC TAINIK CADACiTY tc1-\ LB'i.Ci?IiVG FACII (rype) _ ..ITY: YyC:kOF BEDROOMS_ 5 � LTTLl?ER OR OWNER __ �f�AP-:- `Or:L°r_LA�v'CE DATE: Separation Dis+jncc Between the: , 1\'1a-xitnum Adlusted.Ground%vater .ai:le!0.Tie�0%tom tli t.c:'a liIi1E?F1c111tY F": Private Water Supply Welland Lev:c,uing F.-,cilia (if and v elis exist on sltc or w'id'L;n 200 feet of leaching faciLty) Edge of Wetland and Leaching Fjcii ri (if al:y wetlands e?.i.si y-- %ithin 300 feet of leac`rin2 fac brr� _ e IV -F ` .0�shcd�..-by .�_— r I ,. .� G � ' � � e � � > r -�„ V �� �\ _.s-' "" �� �� t' t-. 1W No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,MASSACHUSETTS ZIpprfcation for ]MIi!9pood &PAc it Conelruction 30ermtt Application for a Permit to Construct( )Repair(pQUpgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4Z— 5 Q-j Owner's Name,Address and Tel.� N v V�e�n� C A�l-h���tic n ���� Assessor's Map/Parcel 4 U T7/.4 Caller's Name,Address,and Te No.R ,l �1_ "� Designer's Name,Address and Tel.No. -7 � — 8 j b tis �icc�V� �� 7 S L GhoU� r fhkeA Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow 2 V gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ` Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t oard o alth. Sign Date Application Approved by Date_ 15 106 Application Disapproved for the following reasons Permit No. �W S ' f S I Date Issued zf 11 No , _ Fee U - n w Entered in co I THE COMMONWEALTH OF MASSACHUSETTS mputer: Yes j PUBLIC HEALTH DIVISION .TOWN OF BARNSTABLE, MASSACHUSETTS 01pprt'cation for ;Mcgpogaf bpgtem Congtruction Permit Application for a Permit to Co ct( . )Repair�Q.Upgrade:( `)Abandon( ) ❑Complete System ❑Individual Components ' 1 Location Address or Lot No. 7 1,2 S S O-3 / Owner's Name,Address and Tel Nq. Assessor's Map/Parcel 10 Installer's Name,Address,and Tel.No.• + '� Designer's Name,Address and Tel.No. �6�5 �Gy-,c/quA-`4 � 77' S L GJ1C3UP �o ► �l d � 1��a��.: �I w � rah ��r Type of Building: Dwelling No.of Bedrooms Lot Size 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 Number of sheets Revision Date Title Size of Septic Tank f Type of S.A.S. Description of Soil s Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: W The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ' in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by tlfi oard ealth. (' Sig Date �/ 7 Application Approved by Date 5 06— Application Disapproved for the following reasons Permit No. Date Issued -6 0 15 ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(--) Repaired ( )Upgraded( )e Abandoned( )by �'v 1 [ at 3 -e has been constructed in ac ordance / with the provisio s'f T�' 5 nd the for Disposal System Construction Permit No;�.r�/��i / dated zzhlei- , �'`-- .Installer u� � t�. Design�er°.__( s c rl h b �l k The issuance of this pe ' 't shay}not be construed as a guarantee thatlthe syste w tl,unct'.on as designed. Date r7 ) �P !� Inspector :. ... -------{---.-.-•.----------.-------------- t No. "D� 5 f✓ 1 Fee /00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1wigpog41 *pgtem Cow5truction Permit Permission is hereby granted to Construct( )Repair(f-)Upgrade( )Abandon( ) System located at y 3 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 this •e6nit. Date: y , ' 0 Approved b�j TOWN OF BARNSTABLE LOCATION ` e SEWAGE # VILLAGE 4 ASSESSOR'S MAP & LOT INSTALLER'S NAME&,PH,ONE I+�10.Jags � ; 44'c/ SEPTIC TANK CAPACITY �, _ ` LEACHING FACII.ITY:-.(tyPeh. g:/ L CL/Y(SiZC) NO,OF BEDROOMS .� ` BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the:, k Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist• Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) . Furnished by (37 � y 37 Apr 15 05 09: 44a p. 2 04/05/2005 16:43 5088754329 BTGWDMWJD PAGE 03 .c Jun-11-GG ti Mpr Prow-500AB6E W12110 60836t6D68 T-56t P.uZro� r-sue 60 a C96 >�►s�sa�rrr De1�n � � /� �,. 1,BEVERLY LIERM MAN,Trustee of 141 Stetson Laney Tulle, unnier De Lion of Trun dv&d Fcbnmup 9, 1972 and nrem"WO The Barnstable County 1RegisW of Deeds ir.Book 1601, Page 159 FOR CONSMERAT113N OF SIX TIMUSAND AND 001100(5600.001 OOLLAIS PAM Grater to: Ste0911 M. Doyle and Catbstine A.Doyle of 43 Stetson Luse,Hyae 3t Bamstable County,Messaehusank and their successors=dfor nap-: .v WrTH QUITCLAIM COVENANTS Eueenww(s)shown,as-,Watt AM EeseM nt^, Area• 1904 1,F","Leaching Basement", Area m 333 IF'on a plan of lead entiTied"East p)sq of Land ire flan dcc--1�5`T BARNSTABLE,MASS. PREPARED FOR. let STETSON LANE TRUST SCALE (" Pg. :25' ea'MAY 11,2000 PAWARED BY: P.N. ASSOCIATES,INC. P.G. BOX 693 FLV4NGHAdd MtiSS. 509-956-29 W and recorded herewith for The bed of Lot I I as shown on said plan. laid eascmeot is w be used for the purposes of"maintairdng, re-pairing imd replacing a pipe and leaching&iliry serving said Lot 11. The partion of the easement shoom es""Work Area Easement" s 10 be used for a staging ant erode area necessary and rtilated to rnaintaitittg,re pairing and rephidus a leaching fkcifitp contained within the 9' x 37' "Leaching Easement"area. Grantee may also perf*n"such wotk as may be nacessmy to tnm snake repair or replace the pipe rung Fatly LOT I t to the"Leseltitlg Easemov"area For a disrowe of!Reef in all directieas$om the"Leaching Easement"area and pipe, Oraotee mat►remove soil and rrplace it is a manner that replicates the current grade aril condition of ft property(ies) and in comphance with all lwws(;)and regulatiaa(s). A0 leachh�g facilities shill be comalned ivitW the y' x 37' `L.eachWS RAscrnene'area. Cira M and their succxssors shall restore 10 TWr arigival condition and Rtade all MU disturbed in Any way by Grantee's rx=isc of the essertw0s)granted ltarein. Under no circumitarim shall the extsrdse ofthis easement include the right to remove CW othowise&Mage the trees in or near The"Work Are$F.asesacnt" Ise the event city Of t!t trues euttiently located in or near the"Work.Area Easn"Mr,is damaged and/or dial as a result of the exercise of the easement Grantee and their successors bell replace mrrme With substanti;nliy 1iRt aw tree(s). In the event all or any pottioa of said leaching fac►lity is replaced, Gtaatev and Thedr successors ghwl insr4)1 the leaching&cTRy as sr ftom the cyL4 ug 116vse and d1ivew11y3 of Lot 10 as possible In the evmt a sewer line is i»stalled the length of Stetson Lane, Orrantee and their successors shall coaled thmm, withour undue delay,whcMpon the easements contained herein shall%mmd rate. � a 06/12/00 SON 14'40 (TX/RI NO 7674) rn tin -irw I 1crCoji-PAQ CT:4T CpgT.;SR/;R Rpr 15 05 09: 45a p. 3 b4/05/2005 16:43 5088754329 BTGWDMWJD PAGE 04 :�n-!L-C4 C1.:46ont Pre ARIlB1J1alE REGISTRY OOb��4e�ee I—Des r.k,,,.• .• For title of Oraator see Deed of Witliem Lieberntan amd Beverly Lieberman, dated i Fehrtwty 9. 1972&n4 rocorded with said Deeds is Dock 1641,page 162. In accordance with the 141 Station lane Trust.I hereby certit5 that I am authorized and empowered by a Vote of tU of the DeneSdaries of said Trust to execute and deliver this Easortw Deed and that the Tnm has not bean%meated or temtinated to date and is in f a force and etRR ]EXECUTED AS A SEALED INSTILID& T TMS 10 9)AY OF RUNE, 2000, 141 STETSON LANE TRUST HY- ��.lSisiHL sevarly Lieb n.I'lumee COMMONWEALTH OF MASSACHU92 1 Sammahle. ss lune L--,2000 Then yrrsorMy appeared the above-named Beverly Lialmman. Trustee as aforesaid,and aciatowledged the foregoing ingrttment to be the fret*i and deed of said Trust, bodm ime. / ---Notary Public My cattintission acpiree: �/e 1��04� •._ • I 06/12/00 VON 14:46 1'lT/RX WO 76741 •`<0/5a 3EtCd 3�J:i� �£558Lb6�3S 5 :9I �0e1�;`�(:1/tp So -157 ,,Z 64 r ,y I Apr 19 05 09: 38a p. 2 04/05/2005 16:43 5066754329 BTGWDMWJD PAGE 03 dun-+i-rtD ¢i;46pn Pra�ASN1f1,BLE 16GItlpf tOB36Z6D6B 1-651 P.UtI11S �� � 0�� a lO �S FAS NWA T DEED (P f 1,BEVERLY LIEBERMAN.Trusee of 141 Stetson Lane 2rWt,utuier"ion of Trust da-ed February 9, 7972 and recorded with the Barnstjbk County Registry of Bends in Book 1601, Page 15 9 FOR CONSIDE"TI N OF M THOUSAND AND 001100(56.0 10.00)DOLLARS PAID Claw to: Stephen K Doyle and Catba lft A.Doyle of43 Stetson Lime,Hya�is, BaTIMAble County,Mssaaclwsenk and their sticeeseor6 and/or ensign:: �y`� W1TM QUITCLAIM COVENANTS EworneM(1)shown as"Work Area Essetpaat", Area- 1904 sr."LencMuZ EasetnaM'% Area-333 9F" an a plop otlamd entirkd"Sar�eut Play of Land iri plan 13CGl< BARNSTABLE,MASS.PREPARED FOR. 141 SUTSQNLA111E TRUST SCwL6 1" py- 1S e0'MAY 11, 2000 PR"ARED SY P.N. ASSOCIATES,INC. P.C. BOX 693 FRANII 40TA1% MASS. S011959.2914"and recorded herewith for die benefn of Lot 11 as shown on said plain. said ealelmaat is to be used fbr olio purposes el'mirintainio& rgwring and mpla;k4 a pipe and lacking facility waving said Lot 11. The portion of the eamnant spews as"Work.Area Easement" s to be used for a staging aoi work area swessary and related to taaintainihL repairing and replacing a leaWM9!!!cility contained within the 9'x 37'"Leaching Easement"area. Grantee may also Perform swb Watk as may be necessary to Maintak% repair or replace the pipe runmag Smtn LOT 11 to the*lAnching Eanment"area For a distsmc of 9 feet in all directions$om the"Leaching Eastaaent"arse and pint, Grantee may remove soil and replace it in a mavAw tfiat replicat"the cwnat grade and condition of the prepMy(ies) and in complimcd with 0 lwws(a)and r+eguladon(s). MI lcKft facilities shall be Contained within Tbc 9'x 3 7' "Laacllhtg Fasemeat"ate&. orange end their sucaeessors shall restore to their original condition and grade 411 area disturbed in any way by Gramee-s mercisc of the easenant(s)gtaated herein. Under no circuumiu moms shell the exercise otzhia eeseraent include tine rigbc to remove or otberwiise daatap the trela is or near the•'Work Arta Eswunt" 1n Me event any of the trees currently located in or roar the"Work.Ana Eurmarrt"is damaged and/or dies as a result of the errsrciw of the casement Gnmes and thcir wccemors spell replace Mme with substantially similar tree(s). In tl*event all or any portion of said leveling facility is replaced. Grantee and their successors sbeli insmo the leaeltin=Mcility as$r$oof the adidug house and driveways of Lot to as possible In the eve=a sewer be is installed the length of Stetson Lane, O agree and their successors shall cameo thereto, without endue delay,whereupon the easnenls conrainW berein shall tsrrainue. 4 t , 08/12/00 LION 14'48 (TY/RI NO 7674) rn inn �n+ TDAM CT:gT CAA%iSRi:A Rpr 19 05 09: 38a _ p. 3 04/05/2005 16:43 5088754329 STGWDMWJD PAGE 04 :4n-!2-CC 01:46p!w Pram-11AAN81AM REGISTRY bQbliteueb ,-ooe r•••. -• For tole of(irartrar see Deed of William Lieberman and Bdmly Lieberman,dated f lFc4uwy 9. 1972 and rocordad*Ash maid Deeds is 11m&1601.pace 162. In accordance with the 141 So xson lane Trust,Y hereby ceM6 that I un authorized and empowered by a Votc of all of the Deaddarks of said Trust to execare and deliver thi9 Easwxwri Dee4 and that ft Trusl hss not bean►zee Aced or tenhinued to date and is in full force and eftcl EXECUTED AS A SEAUD INSTILM&Nf THIS t]AY OF DUNE, 2000. 141 S'MTSON L"R TRUST 8Y e Ma k lw b&ky'd Beverly Lieb on,Tomes COMMlDINWEALTH OF MASSACHUSP T)Ce 2 l�arn9taillc, ss 1<wte �, o00 Then peersonally appeucd the above-mod Beverly Lieberman. Trunce as aforesaid.and Wmawlediled she foregoing instrumem to be the fire act ad deed of said Trust,bePare me, r �i1lTotery Public / My eommissioa 0g4Ms: ' r 06/12/00 VON 14:46 ITx/1RX NO 78741 `<0/6a ��it+•! 37? �e:F63Lfl6F�5 57:9T SM007" 90 0 Apr 15 05 09: 44a p, 1 ROWS EXCAVATAFNG Inc. SITE WORK * ROAD CONSTRUCTIONS �A COMPLETE BACKHOE &CRAWLER SERVICE SEPTIC SYSTEMS * CELLARS * LAND CLEARINGS WATER CONNECTIONS * BOBCAT SERVICE Phone/Fax (508) 477-0177 P.O. Box 1167 Mashpee,MA 02649 DATE: TO: �� e3 4-a rf FROM: key m, FAX NO. S-Oy 0 (a 3 0 NO.OF PAGES INCLUDING COVER SHEET: tE Town of Barnstable �pIME Tp Regulatory Services i swiaivsres Thomas F. Geiler,Director 9q,A Public Health Division FED 1AP�� Thomas McKean,.Director 200 Main Street,Hyannis,MA 02601 - Office:,.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Des igner: SC 62aa!®, Installer: 6lul S �CGi4-t�i4`� H C Address: 6 S r1Z yN,g G Address: a o C.,-1 Ly. inn v fi rf ► zG 7 3 �jyl Or h (;ems. !'fl/4 1 r On v1d./ 6 S �6 w)s lc,c I was issued a permit to install a (date) (installer) septic system at 43 5-m rs6AJ c.`N F based on a design drawn-by (address) 6SC Rai P, T,N dated y&6 A, � (designer) A_ 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 1.0' 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. (N OF k4,9 ` / o MARK D. LDIBB3 (Installer's Signa e) CIVILCn • ,o No.45537 Ss�OP11ALawl EAU (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form NO. Fee $1750P THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppficatiou for Disposal *pstrm Construction 3perudt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon W ❑Complete System ❑Individual Components Location Address or Lot No. `f 3 l) (,y) Owner's Name,Addre s,and Tel.Noag6_1961.'��o S��e..�` Assessor's Map/Parcel O� Installer's Name,Address,an el.No. SO$'' 91' `_79 9 Designer's Name,Address,and Tel.No. Apr io c�'o Cb1�5E- le>o,3 r4• Type of Building: Dwelling No.of Bedrooms NIT Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) NYI gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ba*n Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainte he afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta ode and not place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 1..� Application Approved by Date Application Disapproved b Date for the following reasons Permit No. 0013 — I3o Date Issued 51 R/7.y 13 ` \1 1 No.0013(3 170 t Fee�L J_�' `, _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,' MASSACHUSETTS Yes ltlYitation for BI8 D8-Y 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(�'O El Complete System El individual Components _ f Location Address or Lot No. -NC475911 Owner's Name,Addre s,and Tel.No._,2g0-'JS/-SC,�-a- ��67�1�5 Assessor's Map/Parcel 34,/, �oGl4 Nk I'"I ' P�I_h F:I 3^A1 Installer's Name,Address,an el.No. t;4 6'771• `739`3 Designer's Name,Address,and Tel.No. k 12;or c>n-7Lnc Type of Building: _ Dwelling No.of Bedrooms N1 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) NNI gpd Design flow provided Nib gpd *'- 1_: Plan Date Number of sheets Revision Date Title - Size of Septic Tank Type of S.A.S. t-Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 6. Y Agreement:' —_--- The undersigned agrees to ensure the construction and maintenance-off the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental.eod�d not /place the system in operation until a Certificate of Compliance has been issued by this Board of Health. �- Signed Date Application Approved by- Date l&��+-3 Application Disapproved b Date for the following reasons Permit No. 7613 - 130 Date Issued /1 l zo 13 ------------------------"---------------------- --------- ------------------------------------------------------------ — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS I TO CERTIFY,that On-ite Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned by 1 or t1C�'An �(�i�S�L, ti�l�i/t 4�n C at y-*2, S�r_*f pn Lq,n e-- 14u4 o n) S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.7,pf3- I-9b dated 5 I Cl f'Lot 3 Installer Designer #bedrooms A&I Approved desig. ow / gpd The issuance of this permitshall not be,.onstrued as a guarantee that the system w, { n as'desi ned. 440/i Date ; Ins ector it' c � P V J . --- ------------------------/------- ---------------------- 2J�3 '' r�y ------------------- .. Fee 25-t° THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstrm Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon System located at �3 S4.) S C s m [f_n p,,, 6k\1�o f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construction must be completed within three years of the date of this pe Date 9�Z� Approved by < o avistable Barnstable Town f oF�rqy. Town I Regulatory Services Department '�"'�uc� lARN8TABM • '+3' , r 16 9. ,m Public -Healti Division MA 200 Main Street, Ranms 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7012 1010 0000285 72 April 1, 2013 Mr & Mrs Steven Richards 7.5rd Ocean Pdirrl`,�!ay St. Augustine, FL 320804fll, 74 V 9 Re: 43 Stetson Lane; Hyannis ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, ;r.ITLE 5 You are directed to connect your buildinc located at 43, Stetson Lane, Hy'J"is Massachusetts, to public sewer on or bEfore March 30, 2015 The Department of Public Works, Engineering Division, has notified us that your property abuts town sewer lines. The line; were.extended because of the density, and the size of the lots in the area, and the potential for serious health problems. Failure to comply with this order will result fn a court complaint against your for failure to comply with a Board of Health Order. If you should have any questions, please telephone me at 508-862-4644. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health Q:\SEWER connect\Letters Stewart Creek Sewer Connects\33 Stetson St.Mar2013.doc Parcel Detail http://issgl2/intranet/propdata/ParceiDetail.aspx?ID=24223 �r NSTA r yy It � z r Logged In As: Parcel Detail Monday,March 18 2013 Parcel Lookup Parcel Info Parcel ID�306-066 � _ Developer LOT 11 rr Lot! Location(1443 STETSON LANE Pri Frontage[103 Sec Road i �v Fronta9ee Village=HYANNIS (; Fire District FHYANNIS Town sewer exists at this address i`�o mmmmW Road Index,11533 Y mm Asbuilt Septic Scan: Interactive 306066_1 Map Owner Info OwnerRIARDS, STEVE&ANGELA S Co-Owner CH 1 Streetl 1756 OCEAN PALM WAY Street2 City SST AUGUSTINE ( State AFL Zip{32080 Country Land Info Acres j0.84 use Single Fam MDL-01 zoning RB Nghbd i0108 Topography I Level Road 1PaVed Utilities 1Public Water,Gas,Septic Location!Excel View Construction Info Building i of 1 Year 11976 �� Roof IGable/Hi Ext llNood Shingle Built Struct p Wall.... Living Area I1350 Coovver jAsph/F GIs/Cmp � T AC,Central Int Bed Style[Ranch Wall Drywall Rooms!3 Bedrooms y - .__ Int i`� "__..�..�._._ Bath tT Model Residential Floor'Hardwood looms 13 Full �� � Total Grade Average Plus Heat�- Type;Hot RoomsHea C7 Rooms Stories1 Story _ 1 Fuei Propane Found Typical ation Gross s4366---- Area Permit History http://issgl2/intranet/propdata/ParceiDetail.aspx?ID=24223 3/18/2013 U.S. Postal SerwiceTM v--ERTIFIED M ILTM RECEIPT ' ',-9 i 1 Domestic'Mail Onl No Insurance.Covera a Provided =W 1 For,delive information;visit our wetisite at:www.us s.com® 0zl �. rY� , P !W of F ioo1F � ©_ CIQ -■ -■ l0¢1� IJCI _ �W oIC 1,081 M. IY�1 �■ S �5 01 Sent To a 1 1 - 1 - - or POc City,State,ZIP+4 ox No. 1 1 1 1 PS Foim 3800 August2006 See,Reverseforinstructions. Certified Mail Provides: I o A mailing receipt o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years j Important Reminders: a Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. e Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. •}�-^ n For an additional fee,a Return Receipt may be requested to provide proof of! delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is I " required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the - endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. R + IMPORTANT:Save this receipt and present it when making an inquiry. i PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 I i I COMPLETE SECTION •MPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent I ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, I or on the front if space permits. I D. Is delivery address different from item 1? ❑Yes I 1. Article Addressed to: If YES,enter delivery address below: ❑No I i I I � I I I I 1 I 3. Service Type 1 ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes j ' 2. Article Number (Transfer from service labeq Ps Form 3811,February 2004 Domestic Return Receipt 10259"2-M-1540 j I I I UNITED STATES POSTAL SERVICE First-Class Mail j Postage&Fees Paid j USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I i I i I I; I I I I j I I I i I I I j I I I I I ORION" OfIKE "N Tbwn of Barnstable Public Health Division M"HAsseLe'g 200 Main Street Fo39. +°0 Hyannis,MA 02601 A h t Iq ip d I � r Mr & Mrs Steven Richards 756 Ocean Palm Way ti St. Augustine, FL 32080 - i l 4F o I a — r F Postal ServicerM t m� o �1 '-'R'T E M ECEP 'stic Mail�OnI Insurance Coverage Provided) 1 -- — - -- - ----- 9F60eiivery,information VisitjjW dur.webs1te at www.—us ps:com® c7 zl r¢JI - pol\ ®- _■ o- >o I�p1� -_l - iW - - �-•fn 1 W - - - W - aae¢1\ - - - Foo l Q - w�l•_ - - I Y W 1 M- U�1` - N W 1 - - 1l�\' ;gol\� Sent To a 1 1 - 1or PO 1City,State,ZIP+4 1 1 1. PS Form 3800A 02 „ , „ Revese for l.lructiT sn, Certified Mail Provides: j a A mailing receipt I i e A unique identifier for your mailpiece e A record of delivery kept by the Postal Service for two years 1 Important Reminders: ' n Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. e Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail, i o For an additional fee,a Return Receipt may be requested to provide proof of I delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the' I ' fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for. I '• ` a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". e If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. I IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006,(Reverse)PSN 7530-02-000-9047 f ! i I t COMPLETE •N COMPLETE THIS SECTIONON DELIVERY 0 Complete items 1,2,and 3.Also complete A. Signature I item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee i so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery s Attach this card to the back of the mailpiece, or on the front if space permits. i i D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No I I t I ` I I ' I ' 3. Service Type ❑Certified Mail ❑I Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. i 4. Restricted Delivery?(Extra Fee) ❑Yes I i 2. Article Number (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I, � I I I I UNITED STATES POSTAL SERVICE First-Class Mail I Postage&Fees Paid i I LISPS Permit No.G-10 I I • Sender: Please print your name, address, and ZIP+4 in this box • I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I ,I `I .I oF'"�*Qwti Town of Barnstable Public Health Division M""�`"B'`' ' 200 Main Street MnA ` C p�ED rnn+°0 Hyannis,MA 02601 1 Mr. & Mrs. Steven Richards 756 Ocean Palm Way St. Augustine, FL 32080 Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 — Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. 1 June 2, 2005 Mr. Kieran Healy BSC Group 657 Main Street, Unit 6A West Yarmouth, MA - RE 43"Stetson Street, Hyannis;: A- 306 .. 6"6` Dear Mr. Healy, You are granted a conditional variance, on behalf of your clients, Donna and Jay Sweeney, to construct an onsite sewage disposal system at 43 Stetson Lane, Hyannis. The variances granted are as follows: Section 360-1: The soil absorption system will be located within a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1: The soil absorption system will be located 50.4 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1: The septic tank and pump chamber will remain in their present location, 32 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. 310 CMR 15.104: To conduct a sieve analysis in lieu of a required percolation test. 310 CMR 15.203: To allow an 11% reduction in the design flow calculation (from 330 gpd to 296 gpd) to allow the leaching facility to remain within the septic easement. 310 CMR 15.211 (11 To allow the septic tank and pump chamber to remain three feet away from a water line, in lieu of the required ten feet separation distance required. HealySweeney 310 CMR 15.212: To allow the leaching facility to be located 4.0 feet above the groundwater in lieu of 5.0 feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum- are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA t Department of Environmental Protection. (2) The north-east basement room (which is the room without any windows provided) shall not be used for sleeping by any person. The bed(s) shall be removed from this room immediately. (3) The south-east basement bedroom window shall be replaced with a properly sized emergency egress window.- - (4) 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. (5) The septic system plan shall be revised to show more frequent dosing of the leaching field. (6) The system shall be installed in strict accordance with the revised engineered plans, with the leaching facility to be placed within the existing septic easement at 38 Stetson Lane. (7) The applicant shall strictly adhere to the easement document. (8) 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 revised plans. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. Sinc rely yours, n � Wayne Mi , M.D. Chair an HealySweeney �FtHE r � DATE-. FEE: * BAMSTA13M • y MASS. $' �p 059. REC. B TE°M,,A Town of Barnstable S CFIED. DATE: 105 .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.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION _ Property Address: `y 3 S 7-e7S ®--ft 4tip' N 39, 57-,6�-C Assessor's Map and Parcel Number: ,3 O 6 16 6 — 6-6' Size of Lot: / 41, g 2 5. Wetlands Within 300 Ft. Yes Business Name: No Subdivisiox NName: APPLICANT'S NAME: /l Phone Did the owner of the property authorize you to represent im or her? Yes J/ No ,x. PROPERTY OWNER'S NAME CONTACT PERSON Name: 0 B 4 !J c3'A' �� Ly �� Name:_ / %.�9d! 141—e Address: Address: �9 •'��— Phone: Phone: ,L© '7 %9- VARIANCE FROM REGULATION(last Reg.) REASON FOR VARIANCE(May attach if more space needed) ls-212 NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ 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 - Four(4)copies-of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans l ubmitted(e.g.house plans or restaurant kitchen plans) p2 K Signed letter stating that the property owner authorized you to represent him/her for this request fZ� Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) OV Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals. [same owner/leasee only], outside dining variance renewals [same owner/leasee only], and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne A Miller,M.D.Chairman NOT`APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Susan G.Rask,R.S. Q:\HEALTH\Application Forma\VARIREQ.DOC i COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. i ure JJ item 4 if Restricted Delivery is desired. X /�/✓ "�" ❑Agent ■ Print your name and address-on the reverse ❑Addressee I so that we can return the card to you. g, ad y nted Nam el C: Dat of eiivery ■ Attach this card to the-back of the mailpiece,• t �nQ nQ or on the front if space permits. ca D. Is delive address different item 1? ❑ es 1. Article Addressed to:. If YES,ent delivery address below: ❑No ip a Ruth F. Kee'fe TR o T.O. Box 266 Q 'd Wenham,MA 01984 3. ervi e Type' l2b ❑ ettified Mail ❑Express Mail N M Registered ❑Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article,Numb er i f i r i ''•" - (transfer from service fabeq +7 0 0 4 0 7'5 0 '0 0 2` 2 5 6 8 -- 0 9 3 6 PS Form 3811,_February 2004 Domestic Return Receipt 10259e-02-M-1540 UNITED STATES POSTAL SERVICE<�' -L C ter— First-Class`Mail- �-�" Postage&Fees Paid, r USPS li . ,Permit No.,G-10 • Sender: Please print your name address,and ZIP_+4ein this=box'— ,,; I THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, IAA 02673 I I i i i � III,,,,,I,1,II„1,,,1„II,�I,LiI„s„I1„I„III,,,,il►,,I,�I1 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A: Signature item.4 if Restricted Delivery is.desired. ❑Agent ■ Print your name and address on the reverse 44",X ❑Addressee so that we can retum the card to you.. B. Received by(Printed Name) C Dat of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from Rem 1 ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑No i✓ynthia,Hope P.O. Box 1169 S Wellfleet,MA 02663 3. Service Type ❑Certified Mail ❑Express Mail O.Registered 0 Return Receipt'for Merchandise. ❑Insured Mail ❑C.O:D. 4. Restricted Delivery?(Extra Fee) .❑Yes 2; Article Number: ) )700}4 �7i50 j0002 25�68 '0929 � (Transfer from service%abeq � � PS Form 3811,February 2004 Domestic.Return Receipt 102595-02W-1540 i UNITED STATES POSTAL SERVICE Postage&Fees Paid I USPS Permit No.G-10 • Sender: Please print your na(nq�)address, and ZIP+4 in this box • I I THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARIMOUTH, CIA 02673 I P -P-70 �� SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY N Complete items 1,2,and 3.Also complete A. I re item 4 if Restricted Delivery is desired.. ❑Agent .■ Print your name and address on the reverse ❑,Addressee so that we can return the card to you. Received by(Prieto � C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D..Is d ery add A+ herermiUm ite), 1? ❑Yes 1. Article Addressed to: If YES,enter elN ry address below h ❑No 2005 :Philip T Hudock ISut, `10502i-Hunting`Crest Lane Vienna,VA 22180 ~~ 3. Service Type ❑Certified Mail -Q Express Mail ❑Registered ❑Return Receipt for Merchandise ❑'Insured Mail ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number j" 700'4 0750 0002 t2568 � 0912 (fiansfer from service label PS Form-3811,-February 2004 Domestic Return.Receipt 102595-02-M-1540 UNITED STATES POSTAL SERUI-'= Q" First-CIass.mall— G M C% _ . —____Postage&.F—qqp.,Pa _ Postage-&,.F_ees.,Paid LISPS Permit • Sender: Please-prin�2t name, address,and ZIP+4 in this box • THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 E ov _ _ _ ttltill 11JI1111IIatlsa III:Illltttttlatlatts:tltlalltlaaltlatt SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY M Complete items 1,2,and 3.Also complete A. Signay e I item 4if Restricted Delivery is desired. / ent I ■ Print your name and address on the reverse X :T ❑Addressee I so that we can return the card to you, B. Rqeeive by Tinted Name) C.7/f Delyve ■ Attach this card to.the back of the mailpiece, f�L`p t or on the front if space permits. D. Is delivery address different from item 1? El Yes 1. Article Addressed to: Sd If YES,enter delivery address below: ❑ No st 4 O Bernard &Leah ohen oe, 26 Stetson Lanes' Hyannis,MA 02 3. Service Type NN1q ❑Certified Mail ❑Express Mail 0.Registered ❑Return Receipt'for Merchandise' ❑Insured Mail ❑C.O:D. 4. Restricted Delivery?(Extra Fee) .❑Yes 2; Article Number 7004 0750 0002 i2568i (Transfer from service laben PS Form 3811,February 2004 Domestic.Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I I • Sender: Please print your name, address, and ZIP+4 in this box • I I THE 13SC GROUP 657 MAIN STREET o UNIT 6 I I W. YARMOUTH, MA 02673 i i i �l. ;ail, o� F3FE4 rlE :: aEE if F.E Elf I:EEa! IEE Fa t�i=at -1E:: :all i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 0 Complete items 1,2,and 3.Also complete A. nature item 4 if Restricted Delivery is desired. ❑Agent .■ Print your name and address on the reverse - .Addressee so that we can return the card to you. B. R ceived lJy,( . 'nled Na e) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D..Is delivery address diffe from item 1? ❑Yes .� If YES,enter delivery address below: ❑No DanieF&Dianne James o u P.O. Box 7 Cn 1 Hyannisport, MA 02647 3. erviceType �H ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑'Insured Mail. ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes i 2. Article Number 7004 0750 0002 2568 0882� (Transfer from service labeO L PS-Form 3811,February 2004 Domestic-Return.Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICrP First-Class Mail Postage&Fees.PaidUSPS ` Permit No. G-10 _L Ft Fr • Sender: Please print your nacre, address, and-ZIP+4 in;this.box • I I THE BSC CROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 I i i I I i (4,�'7ll . v� i jFF jJ }} ji jy FF tt(( ii � li�!!!!l+l11�itlllll�l�il!!I!�lll!!1{!�t!!il,Il:IflittlE!!1li�� I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A, Sig ure { item 4 if Restricted Delivery is desired. — ❑Agent ■ Print your name and address-on the reverse ❑Addressee so that we can return the card to you. B. Re ' ed y(P ed Name) C:gD t f Del' ry ■ Attach this card to theback of the mailpiece,. or on the front if space permits. D. Is delivery address different fr item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Sylvia B. Goldstein 33 Fiddlexs Circle Hyannis,.MA 02601 3. Service Type ❑Certified Mail b Express Main ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail [3 C.O.D. 4. Restricted Delivery?(Extra.Fee) ❑Yes 2: Aransfer from 1 7004 0750 00021 2568` 087,5i 1 i i (Transfer from service label PS Form'3811,February 2004. Domestic Return Receipt Iozsss-o2-M-1s4o I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I I '� • Sender: Please print your name, address, and ZIP+4 in this box • M THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item.4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on.the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C.Date qf Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from Rem 11 n Yes If YES,enter delivery address below: ❑No I I i Jordan L. Oswald 31 Hollis Street Brockton, MA 01752 3. Service Type ❑Certified Mail Cl Express Mail 0 Registered ❑Return Receipt'for Merchandise' ❑Insured Mail ❑C.O:D. 4. Restricted Delivery?(Extra Fee) Yes e; article Numb `7 0 0 4` 0 7 5�' 0 2 `2'5 6'8 0868 (transfer from service%abed PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS EPermit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • 9 4 I I I THE BSC GROUP 657 MAIN STREET - UNIT 6 i W. YARMOUTH, MA 02673 i i 1 ►11ttittllfll(dt1lii�ifl�ltltitflfffll�Iifltiliifftlflffflit�l SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ��M Agent .0 Print your name and address on the reverse ❑Addressee so that we can return the card to you. B eceived by(g�d'Nam e) C. D e !WY I ■ Attach this card to theback of the mailpiece,. / or on th_e front if space permits, N. Is delivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No =-Etgre-et � 3 3. Service Type ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail. O C.O.D. 4. Restricted Delivery?(Extra.Fee) ❑Yes 2. Article Number (Transfer fromservlcelabeq L 7004 0750 0002 2568 0905 PS Form 3811,_February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • I I I I THE BSC GROUP 657 MAIN STREET - UNIT 6 W. YARMOUTH, MA 02673 I I i � . 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L } + ( .T 2. - .1 ti + x .. ; `< E t j ti 6 S - S - Y' y> t }q" wry •i t _ �,° ._ 1 (y t -. ` �, 4yS: may/ :I I :;� :i k x } --- .t ° 1. / y t i .r#R,J^ + d` i4 !�"'�--:fq I".-�.'-�-,,!,�,'",, ,I''"I,�,�_.4�'4,-'-i..1.1t.,"�-_"1,7 II-.,:�'�.,.'"�,'f"I:��,",,"-._-�.;,�,-I,-,�'-���''"�',7,-."_';�_-I-�,',"-',--I1%.�''__.,..'.;*�,,��'"�,_.-4I".-"-.-".t�-,:,,"-�.",,"'`:'.r,"_-''-.":�I'-'.:�_.,.-�"���".f-I':',"'l-'-',-t-"-_T��t1.�:.-�,'o'��',',�",.",�'t"-..�,,"::.Z r�_t"..-.-'�.,',I.',-:'-_,f��",.-"_'.-_�-�-,",,-;-;�,.',��::.�,IN,a,''—,:- i kx F - 's.i4 A + 1 '! F y t. r , rT f: f :f 7 L-`� t * r j+ rlr< so ;f er.'e 7 •'; z "' '' s ` -i€ t > t s�r qr 1 j 1111 5: 7.r.-.. ,t r � r � s I'- L �' y.. v y 1. * •i.M 1 t p r p rN YY.r a �' y ? „` f, '. �� x ? c. 'r- 5 7 t - 6 } h T r t / 14 -+� r y r h. y t , t t_ { b / 5 rk^ l f .J '' Y F }sue 's Y. 1r 'crt i '' , r ' - 1 i '' >".r i jr.' } r " r rc x `r r .t r. '. �S r..z p r- p.• v * ' r r r i �t x t � " i ar e x v . °t 't 11 Y r y 3 .1 } , X F .y 1. Y1 L r "s' ,,�,.',4 f 1. y h rj. M E a d t s , ?, 'T - + ti _ '9 s p L ` F .. r"' ' °4 t f�" M1 f J kr L "" ^.r> .1! J .. -( if I ,t ==:; COMMONWEALTH OF I�LkSSACHUSETTS EXECL`TB'E OFFICE OF ENVIRONI�IEITAL R IAl S DEPARTMENT OF ENVIRONMENTAL PRO TION Rt IVE® ONE 'WINTER STREET. BOSTON ',L4 02106 (617) 292->> 0 D P-C ` 1999 �➢ 70 0"ao T CO' 11f0� Cod ecre:< ARGEO PAUL CELLUCCI �� STP.:") gors/ ®.�Conunissic: _ �or SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM k1 PART A CERTIFICATION � Property Address: A3 Name of Owner Address of Owner: Date of Inspection:•Z(c\�Zy �� Name of inspector:(Please Phrit1 •C y / �C K U 1 am a DEP approved system inspector pursuant to Section 15.[340 of Title 5(310 CMR 16.000) Company Name: . W C4.._�i? 14—C to t.•.'jCr-,a ..sue 6.'F-cA F Mailing Address: 1 n 4 2 3 21 ,- NHS A20?M I'fr1 ,2, 4-cl Telephone Number: CERTIFICATION STATEMENT 1 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 time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: _ Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails iN ! . (� t Inspector's Signature• Date: The System Inspector shalt submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty (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 owne shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to ttte system owner and copies sent to the buyer,if applicable, and the approving authority. NOTES AND COMMENTS �U�STtW� . ��5 ` � S���L G2,��vt,�Y� t b�.•� ��t t c. 5�g�-ev„� I0j N S revised 9/2/98 0i Pruned on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) *roperty.Address: Jwner: Date of Inspection: INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 16.303 exist. Any failure criteria not evaluated are indicated below. _ COMMENTS: S}` B. SYSTEM CONDITIONALLY PASSES: J"*'O One or more system components as described in the "Conditional Pass" section need to be replaced or.repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Indicate yes, no,or not determined (Y. N, or ND). Describe basis of determination in all.instances. If "not determined",explain.why not. _ The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection: or the septic tank, whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. _ Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection If(with approval of the Board of Health). broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced - _ The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass Inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 ?.<. .. . : aeetorit . . �.: . . . f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 2 � ) CERTIFICATION (corttirwed) property Address: Owner: Date of Inspection: 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 the public health, safety and the environment. AT.THE 11 IS F WILL PASS UNCTIONING UNLESS A MANNER WHICH WILL PROTECTDETERMINES EI THE PUBLIC HEALTH AND SAFETY AND THEIENVI ENVIRONMENT: SYSTEM _ Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 21 SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM I� FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of d:surface water supply or tributary to a surface water supply. _ stem and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption sy _ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply.well,unless a well water analysis for calif arm bacteria and volatile organic compounds indicates that tt well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER revised 9/2/.98 Psge3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART A CERTIFICATION (eorttinued) Property Address: Owner: Date of Inspection: D. SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: VtD I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination Is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. _ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or-privy is.within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for -coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must Indicate either "Yes- or "No" to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10.000 gpd or greater(Large System) and the system is a significant threat to pub health and safety and the environment because one or more of the following conditions exist: Yes No the system Is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located In a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system In accordance with 310 CMR 15.304(2). Please consult the local regiona office of the Department for further information. revised 9/2/98 pi,Re4orll I f . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: "42) Owner: Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period. Large volumes of water have.not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N;A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. J _ All system components, excluding the Soil Absorption System, have been located on the site! J�X _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example. Plan at B.O.H. Determined in the field (if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) (15.302(3)(b)) xThe facility owner land occupants,if ditfereni from owner) were provided with information on the proper xnaintesanca-0f SubSurface Disposal Systems. revised 9/2/98 Page 5of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION 'roperty Address: Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow:600 g.p.d.!bedroom. Number of bedrooms (design):B'J Number of bedrooms (actuafl: Total DESIGN flow ,�_ Number of current residents: O Garbage grinder(yes or no): Laundry(separate system)0( es or no):O : If yes, separate inspection required Laundry system inspectedor no) Seasonal use (yes or nol: Water meter readings, if available (last two year's usage (gpd)(fl Sump Pump (yes or no): Last date of occupancy: °' y�yVt�vS(( �C COMMERCIALANDUSTRIAL: (� Type of establishment: Design flow: qpd ( Based on 15.203) Basis of design flow Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings,if available: Last date of occupancy: . OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: �t191' System pumped as part of inspection: (yes or no) �1� If yes, volume pumped: gallons Reason for pumping: PE OF SYSTEM Septic tank/distribution box!soil absorption system[T�'— Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed(if known)and source of information:V Sewage odors detected when arriving at the site: (yes or no) revised 9/2/98 Page 6(if II I f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) -roperty Address: Owner: Date of Inspection: BUILDING SEWER: (Locate on site plan) Depth below grade.: Material of construction:_cast iron_40 PVC_other (explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints. venting, evidence of leakage,-etc.) SEPTIC TANK: tS (locate on site plan) Depth below grade: Ile Material of construction: concrete_metal_Fiberglass _Polyethylene—other(explain) If tank is metal,list age_ is age confirmed by Certificate of Compliance _(Yes/No) Dimensions: <C MC)Lw Sludge depth:_ y Distance from top of sludge to bottom of outlet tee or baffle:_ Scum thickness: 0" u Distance from top of scum to top of outlet tee or baffle:$_ �I Distance from bottom of scum to bottom of outlet tee or baffle:_ How dimensions were determined: At :,omments: (recommendation for pumping, condtion of' et and outlet tea r baffies41 depth of liquid levees re�ation t u let invert. _tructuri int grits, avid nce of leakage,etc.) t L XY GREASE TRAP:_LM (locate on site plan) Depth below grade: Material of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) Dimensions: 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: Data of last pumping: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) Page revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (corrtinued) ,roty Address: LA,'--, Sit\JO` Owner: Date of Inspection: TIGHT OR HOLDING TANK: � (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction: _concrete _metal_fiberglass_Polyethylene _other(explain) Dimensions: Capacity:_gallons Design flow: gallons/day Alarm present Alarm.level: Alarm in working order:Yes _ No_ Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches,etc.) DISTRIBUTION BOX: c�0 (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER:* (locate on site plan) Pumps in working order:(Yes or No)_ .Alarms in working order(Yes or No)—tL� , Comments: ` (note cons: of pump chamber.-condition of pumps anjj ds urtenances,etc.) n� t� v i-54 ur revised 9/2/98 rage 8ofII • 3 v SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) ,roperty Address: Owner: Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): S (locate on site plan, if possible: excav?ftion not required. location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits, number. �><y leaching chambers, number:_ leaching galleries, number: leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number:_ Alternative system: Name of Technology: Comments: (note condition of soil, signs of h draulic failur level of ponding, darAp soil, Condit n o egetation, etc. yo) t AT of N. r, a:(.% ac,02-�9-g ''� IS CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: )epth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater. Inflow(cesspool must be pumped as part of inspection) Comments: (note eonditiori of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:�v (locate on site plan) Materials of construction: Dimensions: Depth of solids: " Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) revised 9/2/98 Page 9of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) ''roperty Address: �� SCt�SQvJ )wner: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supp)y comes into house) i r \b Qti.31t112 u X y caa_cy,, 8 t T` Ell 3 �y By revised 9/2/98 Page 10oru I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) roperty Address: ��STD TCfJ1� Owner: Date of Inspection: MRCS Report named - — --- Soil Type_ —"---- - Typical depth to groundwater_____ _ k_1SCS Date website visited ek Observation ttvZ- z e!-radketf Groundwater depth: Shallow Moderate Deep, SITE EXAM Slope f -s Surface water "S • Check Cellar bq-A Shallow wells tit) Estimated Depth to Groundwater}Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property. observation hole. basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators. installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) U r cycv(OTCA ��J" revised 9/2/98 Page 11of11 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION F U F b d F I� r �O TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION 1 l G f Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner's Name: MOHAMMED AMIN C/O REALTY EXECUTIVES Owner's Address: 1330 PHINNEYS LANE HYANNIS MA.02601 ATT.JACK N. Date of Inspection:9/26/01 Name of Inspector: (please print) JOHN GRACI Company Name: SEPTIC INSPECTIONS Mailing Address: P.O. BOX 2119 TEATICKET,MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 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 time.of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes _ Conditionally Passes _ Needs Furt r valuation by the Local Approving Authority Fails Inspector's Signature: Date: 9/26/01 s ' The system inspector shall submi copy of this inspection report to the Approving Authority(Board of Health or DEP)within greater,the 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to,the buyer, if applicable,and the approving.authority. Notes and Comments THE SYSTEM PASSES TITLE V INSPECTION.THE SYSTEM SHOWS NO SIGNS OF FAILURE.RECOMMEND RAISING COVER TO LEACHFIELD-NO INSPECTION COVER RAISED CURRENTLY ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 9 ARROWHEAD DR HYANNIS, MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: THE SYSTEM PASSES TITLE V INSPECTION.THE SYSTEM SHOWS NO SIGNS OF FAILURE.RECOMMEND . RAISING COVER TO LEACH FIELD-NO INSPECTION COVER RAISED CURRENTLY B. System Conditionally Passes: _ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, sr upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. n/a The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: n/a n/a Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): _ broken pipe(s)are replaced obstruction is removed _ distribution box is leveled or replaced ND explain: n/a n/a The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): _broken pipe(g)are replaced _obstruction is removed } ND explain: n/a ° 1 t Rage 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) , Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 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(l)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic;tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank.and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance n/a "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that 11 the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: n/a Page 4 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all-inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than'/z day flow X Required pumping more'than 4 times in the last year IYQZdue to clogged or obstructed pipe(s).Number of times pumped nLa. X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or,privy is within a Zone 1 of a public well. ' _ X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the.system must serve a facility with a design now of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to'large systems in addition to the criteria above) yes no X the system is within 400 feet;of a surface drinking water supply X the system is within 200 feet yof a tributary to a surface drinking water supply _ X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone I1 of a public water supply well If you have answered"yes"to:any question in Section E the system is considered a significant threat,or answered a significant threat tem considered „ „ � r o erator of an large S S � yes m Section D move the large system has failed.The owner o p Y B Y under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X _ Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS, located on site? X _ 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 of liquid,depth of sludge and depth of scum? X 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 X _ Existing information. For example,a plan at the Board of Health. X _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] '. Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM x PART C SYSTEM INFORMATION Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents:2 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): NO Seasonal use: (yes or no): NO Water meter readings, if available(last 2 years usage(gpd)): n/a Sump pump(yes or no): NO Last date of occupancy: n/a COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sgR,etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no): NO Non-sanitary waste discharged to the Title'5 system(yes or no): NO Water meter readings, if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined?n/a Reason for pumping: n/a TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,,attach previous inspection records,if any) _Innovative/Alternative technology.Attach 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): n/a Approximate age of all components,date installed(if known)and source of information: 1975 NEW FIELD IN 96 I Were sewage odors detected when arriving at the site(yes or no): NO Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C , SYSTEM INFORMATION(continued) Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 BUILDING SEWER(locate on.site plan) Depth below grade:30" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: X(locate on site plan). Depth below grade: 24" Material of construction: Xconcrete_metal fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: 1000G L 8' 6" H 5' 7" W 4' 10"" Sludge depth:2" Distance from top of sludge to bottom of outlet tee or baffle:32" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: n/a How were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): THE SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFULL LIFE SYSTEM. GREASE TRAP:_(locate on site plan) i Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a i_ Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level:N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float'switches,etc.): n/a DISTRIBUTION BOX:X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): , , BOX IS STRUCTURALLY SOUND. PUMP CHAMBER: _(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type n/a leaching pits, number: n/a RECHARGERS leaching chambers, number: 3 n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): THE LEACH FIELD APPEARS TO FUNCTIONING PROPERLY-SYSTEM SHOWS NO SIGNS OF FAILURE. RECOMMEND RAISING INSPECTION COVER. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a Air., q Page 10 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. OCCK g � A6 � �C6 i" 1 Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9 ARROWHEAD DR HYANNIS,MA 02601 Owner: MOHAMMED AMIN C/O REALTY EXECUTIVES Date of Inspection: 9/26/01 SITE EXAM _Slope Surface water _Check cellar Shallow wells Estimated depth to ground water 12+feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: GROUNDWATER DETERMINED FROM AUGER- NO WATER AT 12'-BOTTOM OF SYSTEM AT 6' .�J►�' ry ,a RECEIPT Printed:04-12-2005 ® 11:41:11 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER • Trans#: 125574 Oper:KATHLEEN Book: 19714 Page 39 Inst# 23742 - Ctl#: 1023 Rec:4-12-2005 ® 11:39:25a BARN 43 STETSON LANE DOC DESCRIPTION TRANS AMT ---- --------- 1 SWEENEY, JOHN J RESTRICTION County Fee $ 10.00 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: -75.00 Ctl#: 1024 Rec:4-12-2005 ® 11:39:25a DOC DESCRIPTION TRANS AMT --- ----------- --------- POSTAGE FEE County Postage Fee .50 i *** Total charges: 75.50 CHECK PM 6096 75.50 r Bk 19714 P' 39 '2374t2 44-12-2005 a'Z 11 :390c DEED RESTRICTION WHEREAS, — ��, T,��-» ��ori►�A �e`r of (owners nam ) T . it �:�p ►.(��lo� R c� v ' Y)n/4sS oao4p� MA ! . . .(addieso .. is the owner of So) ,tee_ located at (address) V1 IS MA(hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry Of Deeds in Plan Book_ 1 , Page 7 ; Or on Land Court Plan Number WHEREAS, 1 i_q,G as the owner of said lot has .(owner's name) agreed with the Town of Barnstable Bard of Health to a restriction as to the number of bedrooms which can be included in any home built on said lotus a ' pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Bamstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V; Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a-single family home,on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the . BBarnstable County Registry of Deeds by recording this document, dudr o BARNSTABLE COUNTY REGISTRY OF DEEDS . A TRUE COPY,ATTEST 4OHN 1.M Alf= R I R Bk 19714 Pg 40 #23742 NOW, THEREFORE, oh r TSw��.�► p�A does hereby place the (ownees na e) 0013 following restriction on his above4eferenced land in accordance with his agreement moth the.Ta�un.of ;whieh--rest�ietieTi shal} run with the land and be binding upon all.successors in title: 1. 3 S��-sow L may have constructed (address) upon the lot a house containing no more than ee (3) bedrooms. agrees that this shall be.permanent deed (owners name) restriction affecting I-e4-tk located on '$,,r,;4�,`I� MA, and being shown on the plan recorded in Plan Book 8$go , Paged _. Or on Land Court�Plaf� For title of see the following deed: Book , Page Or Land Court Certificate of Title Number Executed.as a sealed inst day of 4Ar+ oos' Owner's a r Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS Chi JA 20 Then personally pe red the-above-n ed known to me to th p rson Who executed a foregoing Instrument and p acknowled ed the same to be free. nd deed, before me, Notary Public ELI7J18ETH W.MoADAMS My comet IrelirQ7ARY PUBLIC "• �mmonMaehh of AlA"Uhumb Ion ` .• ,r,pp pit F 3?• - _ dat ne Z II'e �R•4ei:��.I � ,. deedr BARNSTABLE REGISTRY OF DEEDS August 26, 2004 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: I, Beverly Lieberman, do hereby grant permission to The BSC Group, to prepare regards to the replacement of the septic system for#43 Stetson lane on my properrty at 38 Stetson Lane. (#38 also known as#141). i ---------------- - ------- rya rL ., Signatu e �1 Date I = August 31,.2004 ' Town of Barnstable;' --Page.2 of 2 •. 'State•Of Massachusetts DEP health regulations l:) 15,.104: Due to the:groundwa th a ter dep : percolation test was performed A. sample was taken•and a'sieve test was performed. Sieve analysis passed, (policy#:.brp/dwm/dep=poo 4.. �• ` "At least two percolation;tests shall be performed at the disposal area; one,in 7 theyrimary area in which the soil absorption system is.to be`located and`one in the proposed reserve area' 2.). 15.203: To allow a 15%o reduction in-the required flow of 440 gpd: 382 gp.d ':-provided.:(This,allows the leaching area to be within'the septic eastrient 3:)..15.211 1).To allow the;pump.ehamber:and septic tank to remain in'their preseritaocation;3''from:the water line-in lieu of 10'. A T-variance is requested: ;To allow the leachtng'system`to be in a coastalbank m lieu of 50'separation:-A 50'variance isrequested ' • , .. - _ ti y 5.) 15.211 .To allow the aeaching area to,be 4.4,above}the groundwater in lieu-of 5.0': A O.'U variance is requested: Due-to.the `size of the existrrig lot and the4location of the.existing wetlands,no portion of the locus•falls-outside..of the 400 foot setback. ;,•At the time of"the'test hole being_preformed a�sample was collected. BSC requests `thai.the Board,waiveahis requirement.and`allow.a siev(:, nalysis-for an alternative to : . � pereolatiori�testing for the_system,upgrade,under DEP.policy#: BRP/pWM/PeP=P00=4 Please call if you have any questions "a Sincerely, � :. " t - avid'P Crispin, P.E t r'.. Senior Associate P.\PRJ\4871100\BOH letter 8/26%04 doc ` e - BARNSTABLE BOARD OF HEALTH ABUTTER NOTIFICATION LETTER DATE: August 31, 2004 RE: Upcoming Barnstable Board of Health Hearing To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. APPLICANT: Mrs. Catherine Doyle (former owner) OWNER: Jay&Donna Sweeney(#43) OWNER: Mrs. Berverly Lieberman (#38 formerly#141) PROJECT ADDRESS OR LOCATION: 43 &38 Stetson lane PROJECT DESCRIPTION: The proposed project involves the removal of the existing sewage disposal system components and construction of a proposed on-site sewage disposal system consisting of a 37'x 9'leaching area. The leaching area is for the use of#43 Stetson Lane and will be placed in an existing septic easement area on#38 Stetson Lane. Variances are being sought for the repair of the system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction and the Commonwealth of Massachusetts Department of Environmental Protection State Environmental Code, Title 5. The local variance and Title 5 variance are as follows: • Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction 1.) To allow the leaching system to be in a coastal bank in lieu of the 100' separation required. A 100'variance is requested 2.) To allow the leaching system to be 41' from edge of bordering vegetated wetlands in lieu of 100'. A 59'variance is requested. 3.) To allow the existing pump chamber and septic tank to remain in their present location 32' from bordering vegetative wetlands. A 68'variance is requested. • State Of Massachusetts DEP health regulations 1.) 15.104: Due to the groundwater depth a percolation test was performed. A sample was taken and a sieve test was performed. Sieve analysis passed. (policy#: brp/dwm/dep-poo-4. 2.) 15.203: To allow a 15% reduction in the required flow of 440 gpd. 382 gpd provided. (This allows the leaching area to be within the septic easment.) 3.) 15.211:(1 To allow the pump chamber and septic tank to remain in their present location. 3' from the water line in lieu of 10'. A T variance is requested. 4.) 15.211: 1 To allow the leaching system to be in a coastal bank in lieu of 50' separation. A 50'variance is requested. 5.) 15.211: To allow the leaching area to be 4.4' above the groundwater in lieu of 5.0' A 0.6'variance is requested. APPLICANT'S AGENT: BSC Group, Inc. 657 Main Street, Unit 6 West Yarmouth, MA 02673 Attn: Kieran J. Healy PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: October 12`h, 2004 TIME: Meeting 7.00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. YIZIHe ly, KieranS.LT. . 08/17/2004 TUE 13.50 FAI 1 781 848 7811 Geo Labs Inc �002!004 GeoLabs, Inc. Environmental Laboratories CLIENT NAME: BSC GROUP PROJECT ID: 4_8 SAMPLE TYPE: SAND REPORT DATE: 08/17/04 COLLECTION DATE: 07/23104 ANALYZED BY: GEOTESTIN :E,'JRE:: REC'D BY LAB: 08/02/04 EXTRACTION DATE: 08110/04 COLLECTED BY: CLIENT DIGESTION DATE: SIEVE ANALYSIS SAMPLE NUMBER: 153044 SAMPLE LOCATION: V-5'DEEP SIEVE Sf7� 1" $/4" 1/2" 3/8" #t�4 410 #20 RESULTS 100 91 89 87 82 76 60 (%Passing by Wt.) SIEVE SIZE 940 #60 #100 #200 _ RESULTS 37 16 5 2 (%Passing by Wt.) Sieve Analysis 100 -- - - ,.. ,..:.......:.. .... . — -- j ou 80 - ........ . ... .. .. .. .. -- — In 60 Q, ....................................................... ..:.........:.. .............:...::::::::. >a ................. ........ ................... u s. ..................................................................................................... ..:.:...............::.. .. P4 ............................................ ... . . ...... -- -- i I ..... ".::.,;::..::•:•::.:..;.:.': : ::::.::.:::.:.:.:.............:................:.::.:.::...:.:................. .... .............: ................................................. ... :. . ............................................ ...........:........................... 0 1" 3/411 1/2" 3/8" #4 #1.0 #20 #40 -960 9100 ;1200 Sieve Size Method Reference: ASTM D 422 2of4 LAW OFFICES TOABE AND RILEY IGO W.TOABE 1910-1982 154 CROWELL ROAD- POST OFFICE BOX 707 (508)945-5400 WILLIAM F. RILEY CHATHAM, MASSACHUSETTS 02633 TELECOPIER (508)945-4110 LAURA M. BOUCHER ALICE BRANDEIS POPKIN, PLEASE REFER TO OF COUNSEL FILE NO. April 6, 2005 Barnstable Registry of Deeds P.O. Box 368 Barnstable, MA 02630 Dear Sir or Madame: Please record the enclosed document. Please stamp the enclosed copy of the Amendment of the Irving Tarlow Revocable Trust Agreement with the recording data and return to my office in the enclosed pre-paid self-addressed envelope for your convenience. Enclosed please find a check in the amount of$76.00. Very truly yours, William F. Riley WFR:rt Enc. i Bk 18390 P978 --60766 OS—D2-2004 0'1 09z56a Quitclaim Deed I,Catherine A.Doyle,whose address is 43 Stetson Lane,Hyannis,MA,02601, for consideration paid,and in full consideration of Five Hundred Thirty Five Thousand, Six Hundred($535,600.00)dollars,grant to John J.Sweeney and Donna L.Sweeney,of 11 Wellesley Road,Scituate,Plymouth County,MA 02066,as tenants by the entirety, with QUITCLAIM COVENANTS, The land together with the buildings thereon,located in Barnstable(Hyannis),Barnstable County,Massachusetts,more particularly bounded and described as follows: NORTHERLY by land now or formerly of Merton L.Young,et ux,and Lot 12 as shown on a plan hereinafter mentioned,there measuring 225 feet more or less; EASTERLY by a Way as shown on said plan,there measuring 103.47 feet more or less; SOUTHERLY by land now or formerly of John Bottomley,there measuring 300 feet more or less;and WESTERLY by a creek: Part of the above described parcel is shown as Lot 1 I on a plan entitled,"Plan of Lots in Hyannis,Barnstable,Massachusetts,belonging to Merton L.&D.Medeline Young, November 8,1961",duly recorded with Barnstable County Registry of Deeds in Plan Book I66,Plan 7. Said premises are conveyed subject to all easements and restrictions of record insofar as the same may be in force and applicable. For title see deed recorded in Barnstable County Registry of Deeds in Book 18757,Page 208. Property Address: 43 Stetson Lane,Hyannis,MA,02601 Witness my hand and seal this day of July,2004. 'LE$cru: Catherine A.Doyle COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. July '� 2004 On this —�b day of July,2004,before me appeared Catherine A.Doyle,known tome personally through Massachusetts Driver's License,and acknowledged the following to be her free act and deed before me. AM Notary Public: My Commission Expires: Return to: John J.Sweeney and Donna L.Sweeney 43 Stetson Lane Hyannis,MA 02601 aft eRKN W.VAL4NZOEA ) "or've'nsuc-wstWaa�rts �reanat'.+�Yrs Bk 18890 Pq 79 #60766 tlASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-02-2004 8 09:56an Ctl:: 393 Dot:: 60766 Fee: $IP829.70 Coos: $5357000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-02-2004 a 09:56an Ct14: 393 DocV 60766 Fee: $1019.80 Cons: S535000.00 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST . . ADE RE01 TER ilk�� BARNSTABLE REGISTRY OF DEEDS BG. R.0, P SC _ 657 Main'Street, 'Unit 6,`Route z - August 31, 2004 8. ,. r.. West Yarmouth,MA. . 0i673 / Tel: 508-77M919 Town of Barnstable Board of.Health Fax:`5o8=778-8966. 367 Main Street 'Hyannis, MA 02601 RE. #38+ Stetson I ane K - MemVers,of"the Board Qn`behalf of our client Mrs. Catherine.Doyle,.T he BSCGroup;Inc: (Bso is pleased to submit the enclosed Sewage Disposal.System-Design Repair for the above referenced-project IBSC -requests that the.Board consider the following waivers"of,the Town of Barnstable,', :s Board'of Health.Local Onsite•Sewage Disposal Co'ristruction and Regulations and the , f Comm6nwealth'of Ma'ssachusetts`Department of EnvironrnenfAl Protection State Environmental Code Title'S- The waivers"for consideration are from: x APPLICANT: . Mrs Catherine Doyle (former owner) OWNER "Jay 0Donna•Sweeney(#43) ti OWNER Mrs. Berverly Lieberman(#38 formerly, #f41) L t+ PROJECT ADDRESSOR LgCATION ,`43.dr 38 Stetson lane , 'PROJECTDESCRIPTION' The proposed project involves the removal'of the existing sewage disposal-system components an d.construction+of aproposed on site sewage disposal system consisting of a"3T x.9'leaching area The leaching area is for the.use of#43 Stetson Lane and will } ;be'-placed in an existing-septic easement area.ori#38-Stetson Lane. Vanances-are-being sought for, the:repair-of the system-from the:Town of Barnstable..Board of Health Local.Onsite.Sewage .Disposal.Constnktion acid fh Commonwealth of Massachusetts'Department of.Envi-ronmerital< lProtectiori State.Envronmental.Code,Title 5 The local variance and Title`5 variance are as foll'ows.'. Engineers t • Town of.Bamstable Board bf He'alth;Local;Onsite-Sewage Disposalti Construction. 3 f Environmental } - 1 )` To allow the'leacliingsystem to,be in a coastal.bank iri lieu of the 100' Scientists separ-anon.requ .red.,A 100'•variance,is requested IJ GIS Consultants 2;:)' ,To-allow.the leaching'system'to be 41':from edge'of bordering vegetated wetlands in heu of 100' A 59 variance is'requested >. ;'r Landscape,, x ^' : . Architects 3.) To allow the existing pump chamber and septic tank to remain in.their present location 32' from bordering vegetative,wetlands.A 68'variance is Planners requested. Surveyors C�y nS 6 r��eClId re coc (SI ve 310 CMR 15.211: To allow the leaching facility to be located 4.4 feet above the groundwater in lieu of 5.0 feet minimum separation distance required. These variances are granted with the following conditions: (1) No here tKan three (3) bed-rooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. ad (2) The north-east basement room (which. is the room without any windows provided) shall not be used for sleeping by any person. The bed(s) shall be removed from this room immediately. (3) The south-east basement bedroom window shall be replaced with a properly sized emergency egress window. )eM (4) The applicant shall record a properly worded deed restriction, signed by `Cv 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. ��- (5) The septic system shall be installed in strict accordance with the revised ��"` engineered plans dated revised October 21, 2004, with the leaching facility to be placed within the existing septic easement at 38 Stetson Lane. (6) 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 revised plans dated October 21, 2004. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. V r, M.D. HealySweeney tj Sea c for map/Pa cel 306066 Town of Bans ab w 28 all Forcer um� 306066 " v �Re i P opertylYlNk Business,Name �� ,' Zo a of Contribute n�YlN) Phone Fuel Stora vge Tank Permit ; Card On File z p g� Perc Tes�g �� Wei Permits ost ctlon File/Permit c��lssuance®ate- � J Wl Complexn Size of Septic Type/b1z of SASV c� W-15 �, variance granted 12/6/04 CHECK BEDROOMS PER ORDER LETTER BEFORE COC 1 z mappar !306066 I O ner DOYLE STEPHEN M&CATHERINEproploc 43 STETSON LANE WWI NOW* im novatrvelkiteinativeaTechnology Septic Systems Sin le o ' /AType IIA�S�erwceType s acdrecords? deleterecords� rti yy,I i - J.. o. `ve / . N ly h� g r aC i r f. t T, i T0VI c?„ B , t5T�18LE DATE: 2004 AUG, 31 Phi 3: 51 'BARNSrABLE f: FEE: erase �, OMA't� REC. BY Town of ;erns a le SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Susan G.Rask,R.S. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: #43 Stetson Lane, Hyannis Assessor's Map and Parcel Number: 3 0 6/6 6 Size of Lot: 12 13 0 9 Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: (Former APPLICANT'SNAME: Cather1neDo Owner)e Did the owner of the property authorize you to represent him or her? Yes on_e _5n R—No 7—4 7 a PROPERTY OWNER'S NAME CONTACT PERSON Name: Donna & Jay Sweeney Name: Kieran J. Healy The BSC Group; Inc. Address: 43 Stetson Lane Address: 657 Route 28 Hyannis, MA. 02601 W. Yarmouth, MA. 02673 Phone: 781-799-5736 Phone: 508-778-8919 VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) See Attached See Attached NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System N F�Lhecke completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. )copies of the completed variance request form )copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) X Signed letter stating that the property owner authorized you to represent him/her for this request X Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) N/A Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK3\VARIREQ.DOC i= BSC . GROUP , ; 657 Main Street, Unit 6, Route 28- August 31, 2004 West Yarmouth, MA - 92673 Tel: 5o8-778-89i9 Town of Barnstable Board of.Health Fax:.5o8-778-8966 367 Main Street .: Hyannis, MA 02601 RE: #38 + Stetson Lane Members.of the Board: On behalf of our client, Mrs. Catherine Doyle,The BSC Group; Inc. (BSC) is pleased . to submit the enclosed Sewage Disposal System Design Repair for the above referenced project. BSC requests that the Board consider the following waivers of the Town of Barnstable '' Board of.Health Local Onsite Sewage Disposal Construction and.Regulations and'the Commonwealth'of Massachusetts Department of Environmental Protection State Environmental,Code,Title 5. The waivers for consideration are from: .APPLICANT: Mrs. Catherine Doyle(former owner) OWNER: Jay SY Donna Sweeney(#43) OWNER: Mrs. Berverly Lieberman(#38 formerly#141) PROJECT ADDRESS OR LOCATION -. 43 &38 Stetson lane PROJECT DESCRIPTION: . The proposed project involves the removal of the existing sewage" _ disposal system components.and.construction of a proposed on-site sewage disposal system consisting of a 37'x 9'leaching area..The leaching area is for the use of#43 Stetson.Lane and will be placed in an existing septic easement area on#38 Stetson Lane.Variances are being sought for. . the repair of the system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction and the.Commonwealth of Massachusetts Department of Environmental Protection State Environmental Code, Title 5. The local variance and Title 5 variance are as follows: Engineers • Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction. - Environmental 1.). To allow the leaching system to be in a coastal bank in lieu of the 100' Scientists separation required. A 100'variance'is requested GIS Consultants 2.) To allow the leaching system to be 41' from edge of bordering vegetated wetlands in lieu of 100'. A 59'variance is requested. landscape Architects 3.) To allow the existing pump chamber and septic tank to remain in their present location 32' from bordering vegetative wetlands.A 68'variance is Planners requested. Surveyors August 31,2004 Town of Barnstable z Page 2 of 2 • State Of Massachusetts DEP health regulations 1.) 15.104: Due to the groundwater depth a percolation test was performed.A sample was taken and a sieve test was performed Sieve analysis passed. (policy#: brp/dwm/dep-poo-4. "At least two percolation tests shall be performed at the disposal area, one in the primary area in which the soil absorption system is to be located and one in the proposed reserve area." 2.) 15.203: To allow a 15% reduction in the required flow of 440 gpd. 382 gpd. provided. (This allows the leaching area to be within the septic easment.) 3.) 15.211:(1) To allow the pump chamber and septic tank to remain in their present location. T from the water line in lieu of 10'. A 7'variance is requested. 4.) 15.211: i To allow the leaching system to be in a.coastal bank in lieu of 50'separation.,A 50'variance is requested.. 5.) 15.211: To allow the leaching area to be 4.4'-above the groundwater in lieu of 5.0'. A 0.6'variance is requested. Due to.the size of the existing lot and the location of the.existing wetlands, no portion of the locus falls outside,of the 100-foot setback.:' At the time of the test hole being preformed a sample was:collected. BSC requests that the Board waive this requirement and allow a sieve analysis for,an alternative to percolation testing for,the system upgrade under DEP policy#: BRP/DWM/PeP-P00-4. Please call if you have any questions ; Sincerely; avid P. Crispin, P.E. Senior Associate P:\PRJ\4871100\BO H-letter-8/26/04.doc August 26, 2004 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: We,Jay&Donna Sweeney do hereby grant permission to The BSC Group, to represent us at any Town or State meetings or on any Town or State applications with regards to the replacement of the septic system for#43 Stetson lane on#38 Stetson Lane. (#38 also known as#141). i nature Date August 26, 2004 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: I, Beverly Lieberman, do hereby grant permission to The BSC Group, to Prepare re are plans with regards to the replacement of the septic system for#43 Stetson lane on my property at#38 Stetson Lane. (#38 also known as#141). ' ka Signatu e 1.---.-=--- --- Date � 1 � eLlSl� DATE: BAtuvsrM&,. FEE: etAss. �, i 39• t D AAA'I rw REC. BY Town of Barnstable S CHED. DKEA: Board of Health 4 wCU 200 Main Street,Hyannis MA 02601 (P -v Office: 508-862-4644 U-3 �W FAX: 508-790-6304 Susan G.Rask,R SS1 t 1 Sumn KaufmanN.S.P.H. Wayne.Miller,M.D. VARIANCE REQUEST FORM LOCATION 4 Property Address: #43 Stetson Lane, Hyannis x Assessor's Map and Parcel Number: 3 0 6/6 6 Size of Lot: 121309 Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S ILAME: Lathe (Former Owner) Did the owner of the property authorize you to represent him or her?le Phone s R— _Q 7 d No PROPERTY OWNER'S NAME CONTACT PERSON Name: Donna & Jay Sweeney Name: Kieran J. Healy The BSC Group;: Inc. Address: 43 Stetson Lane Address: 657 Route 28 Hyannis, MA 02601 W. Yarmouth, MA. 02673 Phone: 781-799-5736 Phone: 508-778-8919 VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) See Attached See Attached NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System X Checklist (to be completed by office staff-person receiving variance request application) X Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form X Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) X Signed letter stating that the property owner authorized you to represent him/her for this request X Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense -N/A (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C E—XI— Variame request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same easee only], outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems no expansion to the building proposed]) e request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED MAIL-IN REQUESTS REASON FOR DISAPPROVAL Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see check-list below). In addition, please include the required fee amount(see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 F klist Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) 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 Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Clreckfist Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) 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 Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) j $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) August 26, 2004 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: . We,Jay&Donna Sweeney do hereby grant permission to The BSC Group, to represent us at any Town or State meetings or on any Town or State applications with regards to the replacement of the septic system for#43 Stetson lane on#38 Stetson Lane. (#38 also known as#141). i nature Date Town of Barnstable 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. December 6, 2004 Mr. Kieran Healy BSC Group 657 Main Street, Unit 6A West Yarmouth, MA RE: 43 Stetson Street, Hyannis A= 306 - 66 Dear Mr. Healy, You are granted a conditional variance, on behalf of your clients, Donna and Jay Sweeney, to construct an onsite sewage disposal system at 43 Stetson Lane, Hyannis. The variances granted are as follows: PART VIII, SECTION 1.00: The soil absorption system will be located within a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. PART VIII, SECTION 1.00: The soil absorption system will be located 50.4 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. PART VIII, SECTION 1.00: The septic tank and pump chamber will remain in their present location, 32 feet away from a bordering vegetated i wetland, in lieu of the one-hundred (100) feet minimum separation distance required. 310 CMR 15.104: To conduct a sieve analysis in lieu of a required percolation test. 310 CMR 15.203: To allow an 11% reduction in the design flow calculation (from 330 gpd to 296 gpd) to allow the leaching facility to remain within the septic easement. 310 CMR 15.211 M To allow the septic tank and pump chamber to remain three feet away from a water line, in lieu of the required ten feet separation distance required. HealySweeney 310 CMR 15.211: To allow the leaching facility to be located 4.4 feet above the groundwater in lieu of 5.0 feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximttm are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA • Department of Environmental Protection. (2) The north-east basement room (which. is the room without any windows provided) shall not be used for sleeping by any person. The bed(s) shall be removed from this room immediately. (3) The south-east basement bedroom window shall be replaced with a properly sized emergency egress window. 1 (4) 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. (5) The septic system shall be installed in strict accordance with the revised engineered plans dated revised October 21, 2004, with the leaching facility to be placed within the existing septic easement at 38 Stetson Lane. (6) 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 revised plans dated October 21, 2004. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. Sin ely yo , ay A. iller, M.D. Chai an HealySweeney PRELIMINARY DEED RESTRICTION . WHEREAS, Jay& Donna Sweeney of 11 Wellesley Road, Scituate, MA 02066 are the owners of 43 Stetson Lane located in Hyannis, Massachusetts hereinafter referred to as The locus property_ and being shown on a plan entitled "Plan of Lots in Hyannis, Barnstable, Mass. Belonging to Merton 1. & D. Madeline Young" which has been duly recorded in Barnstable County Registry of Deeds in Plan Book 166, Page 7, F-2, Dated November 8, 1961 WHEREAS, Jay and Donna Sweeney as the owner's of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any existing home or newly built home, until such time as public sewer becomes available and is connected to, on said lot as a pre-condition to obtaining a disposal works construction permit in compliance 310 CMR 15.00 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR. 15.200, State Environmental Code, Title V., Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the number of bedrooms in any house on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, r PRELIMINARY NOW, THEREFORE, Jay& Donna Sweeney do hereby place the following restriction on their above-referenced land in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall run with the land until such time as public sewer becomes available and connected to and shall be binding upon all successors in title: 1. Jay and Donna Sweeney agree that any house located on the Locus property shall contain no more than three (3)bedrooms. Jay and Donna Sweeney agree that this shall be a deed restriction, until public sewer is connected to, affecting 43 Stetson Lane located in Hyannis, MA, and being shown on the plan recorded in Plan Book 166, Paged 7, F-2. For title of Property see the following deed: Book 18757, Page 208 Executed as a sealed Instrument day of Owner's signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS , ss , 20 Then personally appeared the above-named known to me to be the person's who executed the foregoing instrument and acknowledged the same to be their free act and deed, before me, Notary Public My commission expires: (date) SENT BY: BLANK SOLOMON; 5088885925; MAY-13-05 12:24PM; PAGE 1 .1 GARRY N.BLANK DANIEL SOLOMON SG,JAas.0ls FACSIMILE COVER SHEET .S��e�s8fo rJ ti is'113Io<:� DATE: . TO: I l AT: 'TD:R7 FROM;.Cam. 't1�� rM OPERATOR'S INITLALS: ._ NUMBE R OF PAGES INCLUDING THIS COVER SHEET: MESSAGE: Confidentiality Note The documents accompanying this telecopy transmission contain confidential or privileged information from the law offices of Blank and Solomon. The information is intended to be for the use of the individual or entity named on this transmission sheet. If you are not the intended recipient, be aware that any disclosure, copying, distribution or -use of the contents of this telecopied information is prohibited. If you have received this telecopy in error,please notify us by telephone immediately. If you do not receive all of the pages, or if there are other errors in transmittal, please call us. SENT BY: BLANK 8 SOLOMON; 5088885925; MAY-13-05 12:24PM; PAGE 2/3 SIC 1D066 P02S3 36SO 1 YF 06-12-2000 C 03 =36 EASEMENT DEM .f`. I,BEVERLY LIEBERMAN T nustoe of 141 Stetson Lane Trust,under Declaration of ^:;.,•e Trust dated February 9, 1972 and recorded with the Barnstable County Registry of Deeds in Book 1601,Page 159 FOR CONSIDERATION OF SIX THOUSAND AND 00/100(S6,000,00)DOLLARS city PAID Gram to: Stephen M.Doyle and Catherine A.Doe 43 Stetson Lane,e>Hyannis, Barnstable County,Massachusetts,and their successo or assigns 1,. WITH QUITCLAIM Q COVENANTS Easement(s)shown as"Work Area Easement Area 1904 SF',"Leaching r 9' in fi Easement",Area=333 SFr" f l on a plan of en titled t Plan m d o�door. 7 aI Crc ...SS Easemenan o . {y d BARNSTABLE,MASS. PREPARED FOR: 141 STETSON LANE TRUST SCAL 1 P E "— . �S g 80'MAY 11,2000 PREPARED BY: P.N.ASSOCLATES.INC.P.O.BOX 693 FRAMiNGHAM,MASS. 508-959-2914"and recorded herewith for the benefit of Lot 1 l `. _.. 1 as shown on said plan. Said assement is to be used for the purposes of rosintainin& I' repairing and replacing a pipe and teaching fbeility aeMng said Lot 11. The portion of the easement shown as"Work Ann Easement"is to be used far a staging and work area necessary and related to maintaining,empaving and replacing a it leaching facility contained within the 9'x 37'"Leaching Easement'area. Grantee rtut y j' also perform such work as may be necessary to maintain,repair or replace the pipe -" rune from LOT 11 to the"Leaching'.: •;..i:, � �, Easement"er+ea: For a distance of S£ee in an directions from the Leachi Easerwnt"area and Grantee may '{A8 pipe; remove soil and l replace it in a manner that replicates the current grade and oondkion of the property(ies) and in compliance with all laws(s)and regulation(s). All teaching facilities sball be S`I contained within to 9'x 37'" ing thtdtt successors Leach Easement , Orantee end shall restore ` .ys'; =• ' re to that original condition and y ay by,?,;j �•:. grade all er+eies disturbed in an ar "I f tr. Grantees exercise of the easemen I a t(a)grgrtted herein, Under no drarmstances shall the exercise of this easement include the right to remove or.otherwise damage the trees in or near the"Work Area Easement"_ In the event any of the trees currently kacated in or near the"Work Area Easement"is damaged and/or dies as a result of the exercise of the easement Grantee and their successors shall replace same with substantially similar troe(s). 1n the event ent all or any portion of said leaching facility is replaced,Grantee and their successor:shall install the leaching facility as far from the existing house and ?^` driveways of Lot 10 as possible_ In the event a sewer line is installed the length of Stetson Lane,Grantee and their successors shall connect thereto.without undue delay,whereupon the easements E contained herein shall terminate r- r SENT BY: BLANK SOLOMON; 5088885925; MAY-13-05 12:25PM; PAGE 3/3 8IlziosEi PG254 BGS0 '?r: }Tate Ta For title of Grantor we Dced of William Ile'berman and Beverly Lieberman,dated February 9, 1972 and recorded with said Deeds in Book 1601,Page 162, In aceordanoe with the 141 Stetson lane Trust,I hereby certify that 1 am authorized and empowered by a Vote of all ofthe Ht»dlcieries of said Trust to eu mte ueste and deliver this Easement Deed and that the Trust has not been amended or terminated to - b` date and is in full force and effect. PAY* EXECUTED AS A SEALED INSTRUMENT THIS !D DAY OF DUNE, list 1 a 2000. 141 STETSON LANE TRUST Feel I BY. Bevery Li TNalet COMMONWEALTH OF MASSACHUFAw� C Barnstable,ss June: ,2000 H' Y Then personally appeared the above-named Beverly Lieberman,Trustee as aforesaid,and acknowledged the foregoing instrument to be the free act and deed of said '' dat Trust,before me, r,,, ---- `!_ 6CAL Y °PklA0 40. $t3CRIPR gotcyPublic lam" Idi1iD >? My commission expires: !Jr��o?�l� ��'.o�Y} Raw E A. arge --------------- d BARNSTABLE COUNTY tot" d' N F-,.r'"". ymer. REGISTRY OF DEEDS """. ntere PEG OF DEEDS XCISE TAX PFO 0 01 " AL W. SARNSTABLE TRW o6n2r0o 2• �"m DATE 06.12,'00 MOH y i fl0000t) W*116 if t FEE $30.32 TAX $13.68 44::Lhe TOTAL $13.68 bn' Cases 82o.52 CHECK $13.68 CLERK 1 NO.010682 TIME 14:32 lilt BARNSTAB tE REGISTRY OF DEEDS 1; LOCUS PLAN: NO SCALE 1 i i KITCHEN" _� V BED#2 HALL/ _i------------- MAIN STREET BoorM SIRE __ .._B_E_D_1 O-' W CHIMN'EY CHIMNEY LIVING I -ATiI -,,BE.0 � FAMILY r-i_I i BEDD3� F >I W ==Orp 24'x74' 13ATH' 17'x12' 21'x14' _BAT�' i --- -- �LJ {{ STETSON l_______ l_I_______1 I`�^ J! vJ DECK CON-.PAD N N/F �O ui/ i LOCUS ALAN L.HALL Kok4 tx�'' ; FIRST FLOOR FINISHED BASEMENT RvnnNls RARROR 33 STETSON ROAD q i ASSESSORS MAP 30 qQ; W PARCEL 67 , Z - d p vi-•.d' Z N °2 ~O O -ju BENCHMARK ' TOP OF CONCRETE N/F I z AL. m a - BOUND.ELEV.6.00 I 40'MIL BERNARD&LEAH COHEN•TRUSTEES ''wIl LIMITS OF 5.8 I POLY LINER 26 STETSON ROAD CONSTRUCTION 5.9 '� 5 FROM ASSESSORS MAP 306 EASEMENT - PARCEL 64 _ 882-06'30., 100iBUFFFEER TO E EDGE OF BVW 145.0T - 77 0' I EXISTING Ili GARAGE N/F _ BEVERLY LIEBERMAN I� ... •' ;. 1 /y'- 38 STETSON ROAD o EXISTING��6', ,�y._ AUG, :::: r..:, yy ASSESSORS MAP 306 !I' ^<SGRA L PUMP I i ' gat : ,.,. 20• #38(#141) PARCEL 65 32'CHAMBER / I��' i �° �;�i� EXISTING co DWELLING .��� �i,# c9 , ' ,PVC^:; n. �•,1: I APPROX. LOCATION m '�Kp MAk.'�'=r�r u' i :• i'` �'' 50'BUFFER TO OF - N/F to °O j LOCATI OF', ` �� W I+in "I �'� EDGE OF BVW SEPTIC RU I F.KEEF E, RUSTEE p '' --- , SEPTIC T K ` av M i " �: •, �- SYSTEM �' '^i �� ASSESSORS MAP 306 �i� OCR—�'/-�" ♦ v i ; '�o::. ,'�____'--' �` PARCEL 266 APPROX. III' .L��`- ZONE"C� 1'% `,` '`�♦ LOCATION II - �E----8 ELEV 11.Q TOP OF \ W OF PEST I --- . = -8 COASTAL BANK LOT 10 !3 1 ELEV 11.0,TOP OF Id PST#1 'L/I ,. `� -�' 14,582t S.F. 7'1 i o COASTAL BANK #43 J �'.:7PpSE6 Hty}'1 s�41'_S - L,1,,, EXISTING I 11 I BITUMINOUS PAVEMENT _ LIMITS OF EXCAVATION ^�° U4 BEDROOM �� % �-PF POSE- --" SEE NOTES 5&6 _1 co - SILT _E X 7.2 DWELLING --"`' - 7 J \ ` TOF 13.7' .-- WF#20 WF#21 F#S76o 5750„W N/F CYNTHIA HOPE 101 SOUTHGATE ROAD / ASSESSORS MAP 306 - PARCEL265 N/F BERNARD&LEAH COHEN, TRUSTEES 97 SOUTHGATE ROAD ASSESSORS MAP 306 PARCEL 264 #43 STETSON LANE CONSTRUCTED AT#38(FMLY#141)STETSON LANE . Hyannis,State T BSC . GROUP . _ 657 Main Street, Unit 6, Route 28- August 31, 2004 West Yarmouth, MA - oz673 Tel: 508 778 Town of Barnstable _ 89►9 Board of Health Fax: W8-778-8966 .367 Main Street' Hyannis, MA 02601 RE: #38 + Stetson Lane Members of the Board: On behalf of our client, Mrs. Catherine Doyle,The BSC Group, Inc. (BSC) is pleased to submit the enclosed Sewage Disposal System Design Repair for the above referenced project. BSC requests that the Board consider the following waivers of the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction and Regulations and the Commonwealth"of.Massachusetts Department of Environmental Protection State Environmental,Code,Title 5. The waivers for consideration are from: .APPLICANT: ' :Mrs. Catherine Doyle(former owner) , OWNER Jay&Donna Sweeney(#43) OWNER. Mrs. Berverly Lieberman(#38 formerly#141) PROJECT ADDRESS.OR LOCATION` 43 &38 Stetson lane . PROJECT DESCRIPTION: , The proposed project involves the removal of the existing sewage" _ disposal system components.and construction of a proposed on-site sewage disposal system consisting of a 37'x 9'leaching area—The leaching area is for the use of#43 Stetson Lane and will be'placed in an existing septic easement area on#38 Stetson Lane.Variances are being sought for, the repair of the system from-the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction and the Commonwealth of Massachusetts Department of Environmental Protection State Environmental Code, Title 5. The local variance and Title S variance are as follows: Engineers • Town of Barnstable Board of Health Local.Onsite Sewage Disposal Construction. . Environmental 1.) To allow the leaching system to be in a coastal bank in lieu of the 100' Scientists separation required. A 100'variance is requested GlS Consultants 2.) To allow the leaching system to be 41' from edge of bordering vegetated wetlands in lieu of 100'. A 59'variance is requested. Landscape . Architects 3.) To allow the existing pump chamber and septic tank to remain in their present location 32' from bordering vegetative wetlands.A 68'variance is Planners requested. Surveyors y August 31,2004 Town of Barnstable Page 2 of 2 • State Of Massachusetts DEP health regulations _ 1.) 15.104: Due to the groundwater depth a percolation test was performed:.A sample was taken and a sieve test was performed. Sieve analysis passed. (policy#: brp/dwm/dep-poo-4. "At Least two percolation tests shall be performed at the disposal area, one in the primary area in which the soil absorption system is to be located and one in the proposed reserve area." 2.) 15.203: To allow a 15% reduction in the required flow. of 440 gpd. 382 gpd. provided. (This allows the leaching area to be within.the-septic easment.) 3.) 15.211:(1 To allow the pump chamber and septic tank to remain in their present location. 3'from the waterline in lieu of 10'. A 7'variance is _ - requested: . 4.) 15.211: i To allow the leaching,system to be in a.coastal bank in lieu of 50'separation.,A 50'variance is requested. 5.) 15.211: To allow the leaching area to be 4.4'.above the groundwater in lieu of 5.0.'. A 0.6'variance is requested: Due to the size of the existing lot and the location of the existing wetlands, no portion of the locus falls outside.,of the 100-foot setback. At the time of the test hole being preformed a sample was collected. BSC requests that the Board waive this requirement and allow a sieve analysis for,an alternative to percolation testing for,the system upgrade under DEP policy#: BRP/DWM/PeP-P00-4: Please call if you have any questions Sincerely, avid P. Crispin, P.E. Senior Associate P:\PRJ\4871100\BO H-letter-8/26/04.0c Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufrnan,MSPH Wayne Miller,M.D. December 6, 2004 Mr. Kieran Healy BSC Group 657 Main Street, Unit 6A West Yarmouth, MA RE: 43 Stetson Street, Hyannis A= 306 - 66 Dear Mr. Healy, You are granted a conditional variance, on behalf of your clients, Donna and Jay Sweeney, to construct an onsite sewage disposal system at 43 Stetson Lane, Hyannis. The variances granted are as follows: PART VIII, SECTION 1.00: The soil absorption system will be located within a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. PART Vlll, SECTION 1.00: The soil absorption system will be located 50.4 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. PART VIII, SECTION 1.00: The septic tank and pump chamber will remain in their present location, 32 feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. 310 CMR 16.104: To conduct a sieve analysis in lieu of a required percolation test. 310 CMR 16.203: To allow an 11% reduction in the design flow calculation (from 330 gpd to 296 gpd) to allow the leaching facility to remain within the septic easement. 310 CMR 15.211 (1): To allow the septic tank and pump chamber to remain three feet away from a water line, in lieu of the required ten feet separation distance required. HealySweeney .v 310 CMR 16.211: To allow the leaching facility to be located 4.4 feet above the groundwater in lieu of 5.0 feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximttm are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA . • Department of Environmental Protection. (2) The north-east basement room (which. is the room without any windows provided) shall not be used for sleeping by any person. The bed(s) shall be removed from this room immediately. (3) The south-east basement bedroom window shall be replaced with a properly sized emergency egress window. (4) 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. (5) The septic system shall be installed in strict accordance with the revised engineered plans dated revised October 21, 2004, with the leaching facility to be placed within the existing septic easement at 38 Stetson Lane. (6) 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 revised plans dated October 21, 2004. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property. Sin ely you , ay A. iller, M.D. Chai an HealySweeney e Aw" RECE11' T PrinteJ:04-12-2005 @ !1:411:11 BARNS'gABLE COUNTY REGISTRY 01- DEEDS JOHN F. MEADE, REGISTER Trans#: 125574 Oper:KATHLEEN Book: 19714 Page 39 Inst#: 23742 Ct19: 1023 Rec:4-12-2005 © 11:39:25a BARN 43 STEISON LANE n0^ DESCRIPTION TRANS AMT ------------ 1 y)WEENEY, JOHN J RESTRICTION County Fee $ 10.00 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Ctl#: 1024 Rer:4-12-2005 ® 11:35:25a DOC DESCRTP i 1i;N TRANS AMT POSTAGE FEE County Postage Fee .50 -Ax Total charges: 75.50 CHECK PM 6096 75.50 rt, - Bk 19714 Ps39 �23742 04-12-2005 a'1 11 :39nt DEED RESTRICTION WHEREAS, �o h T,���u.� ems, d-�1 o�h/a 4,. •c, of (owners namep) MA I is the owner of 143 Steq Son located (address) at -1►;4A r,i s MA{hereinafter referred to as H 3 Sf 4 H and being shown on a plan entitled "Subdivision of Land in MA, Property of , et al, duly recorded in Barnstable County Registry Of Deeds in Plan Book to 6 , Page 7 , Or on Land Court Plan Number WHEREAS, 1., "^.�:�e�e� Duna,4) a1 as the owner of said lot has (owners name) . agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lotus a ' pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum . Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of I bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, aeea� F BLE COUNTY Y OF DEEDS OPY,ATTEST s9� R€ ISTER 'a Bk 19714 Pg 40 #23742 GHVAI NOW, THEREFORE, ah..5'Sw« hpA does hereby place the (owners na e) following restriction on his above-referenced land in accordance with his agreementwith_the.Ttim.of Health- hieh rest:_a:_.,siva run with the land and be binding upon all.successors in title: 1. 43 S4sov? L n4te- Hti ��s may have constructed (address) upon the lot a house containing no more than ee (3) bedrooms. agrees that this shall be permanent deed (owners name) �p restriction affecting Lo4-1k located on D�orns ,Q�t MA, and . being shown on the plan recorded in Plan Book 18896 , Paged 7n Or on Land Court Plan - ....... For title of see the following deed: Book : , Page Or Land Court Certificate of Title Number Executed as a sealed inst day of AOv,{ A oos Owner' a c Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS .as 26 Oar Then personally appeared the above-n ed known to me to fi th p rson Who executed a foregoing Instrument and acknowledged t�mA the same to be C free, nd deed, before me, Notary Public "+ ELIZABETFI W.MoADAMS My COmm IrOWTARY PUBLIC ConrMwealth of Mal"d uaft jams dat ' aa,Qooe ate` BARNSTABLE REGISTRY OF DEEDS 08/17/2001 TUE 13:50 FAX 1 781 848 7811 Geo Labs Inc ( k i► ;'0 � Geol-abs,Inc. Environmental Laboratories CLIENT NAME BSC GROUP PROJECT ID: 4-8 SAMPLE TYPE: SAND REPORT DATE: 031':7/04 COLLECTION DATE: 07/23/04 ANALYZED 3Y: GEOTESTII`:4C E,". E: REC'D BY LAB: 08/02/04 EXTRACTION DATE: 0800104 COLLECTED BY: CLIENT DIGESTION DATE: SIEVE ANALYSIS ...__ SAMPLE NUMBER: 1530" SAMPLE LOCATION: 4'-5'DEEP sir we$l7K 1" 3/4" 1/2" 318" #4 #10 #20 RESULTS 100 91 89 87 82 76 m T7 (Ye.Passing by WQ SII_HE SIZE #40 960 9100 #200 _ RESULTS 37 16 5 2 Passing by Wt.) Sieve Analysis I 100 .... .:....:.. ............ ... ................. . . .. . ....... .... ........... .:.....:....... ....:..:... ... ..... ........ .. ................................. ...:......... .. .... .. ... ......:.. .... .. rA ....:.:...:.......:...... ... ... ......... ............... . ............................ . . ....... ...... ......... .............. ............................... ..... ............ ......................:.::...................... ................... ............ .. ................ ............ ............... ....................... ...... yip - -- - :.........:.................................................................................. ......... .... ............,.. '.:...........:..,.. :. ..:. .............................. 20 ................................'. ------ ................ : j .................... ......... ..... .. .. . .......:.............. ......... ...... . ..:.....:....... I V, 3/4" 1/2" 3/8" ff4 #1.0 #20 #40 -460 #100 1290 Sieve Size j Method Reference: — -----_�.____....._......_._..._..... ASTM D 422 2of4 August 26, 2004 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: We,Jay&Donna Sweeney do hereby grant permission to The BSC Group,to represent us at any Town or State meetings or on any Town or State applications with regards to the replacement of the septic system for#43 Stetson lane on#38 Stetson Lane. (#38 also known as#141). i nature ----V.?0 1c) Date To ' '' i't BAR STABLE DATE: AUC 3 BARNBrABM:. FE PM 3: MA58., Town of Barnstablµ1=B a BY Dr A` T'g Board of Health SCHr 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Susan G.Rask,R.S. Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: #43 Stetson Lane, Hyannis Assessor's Map and Parcel Number: 3 0 6/6 6 Size of Lot:-1 2, 3 0 9 Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: (Former Owner) APPLICANT'S NAME: Catherine Doyl e Did the owner of the property authorize you to represent him or her? Yes Phone R—No 7—42 7 d PROPERTY OWNER'S NAME CONTACT PERSON Name: Donna & Jay Sweeney Name: Kieran J. Healy The BSC Group,- Inc. Address: 43 Stetson Lane Address: 657 Route 28 Hyannis, MA. 02601 W. Yarmouth, MA. 02673 Phone: 781-799-5736 Phone: 508-778-8919 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) See Attached See Attached NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System N Checklist (to be completed by office staff-person receiving variance request application) X Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form X Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) X Signed letter stating that the property owner authorized you to represent him/her for this request X Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense N/A (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C BARNSTABLE BOARD OF HEALTH ABUTTER NOTIFICATION LETTER DATE: August 31, 2004 RE: Upcoming Barnstable Board of Health Hearing To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. APPLICANT: Mrs. Catherine Doyle (former owner) OWNER: Jay&Donna Sweeney(#43) OWNER: Mrs. Berverly Lieberman(#38 formerly#141) PROJECT ADDRESS OR LOCATION: 43 &38 Stetson lane PROJECT DESCRIPTION: The proposed project involves the removal of the existing sewage disposal system components and construction of a proposed on-site sewage disposal system consisting of a 37'x 9'leaching area. The leaching area is for the use of#43 Stetson Lane and will be placed in an existing septic easement area on#38 Stetson Lane. Variances are being sought for the repair of the system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction and the Commonwealth of Massachusetts Department of Environmental Protection State Environmental Code, Title 5. The local variance and Title 5 variance are as follows: • Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction 1.) To allow the leaching system to be in a coastal bank in lieu of the 100'separation required. A 100'variance is requested 2.) To allow the leaching system to be 4F from edge of bordering vegetated wetlands in lieu of 100'. A 59'variance is requested. 3.) To allow the existing pump chamber and septic tank to remain in their present location 32' from bordering vegetative wetlands. A 68'variance is requested. • State Of Massachusetts DEP health regulations 1.) 15.104: Due to the groundwater depth a percolation test was performed. A sample was taken and a sieve test was performed. Sieve analysis passed. (policy#: brp/dwm/dep-poo-4. 2.) 15.203: To allow a 15% reduction in the required flow of 440 gpd. 382 gpd provided. (This allows the leaching area to be within the septic easment.) 3.) 15.211:(1 To allow the pump chamber and septic tank to remain in their present location. 3' from the water line in lieu of 10'. A T variance is requested. 4.) 15.211: 1 To allow the leaching system to be in a coastal bank in lieu of 50' separation. A 50'variance is requested. 5.) 15.211: To allow the leaching area to be 4.4'above the groundwater in lieu of 5.0' A 0.6'variance is requested. APPLICANT'S AGENT: BSC Group, Inc. 657 Main Street, Unit 6 West Yarmouth, MA 02673 Attn: Kieran J. Healy PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: October 12`", 2004 TIME: Meeting 7.00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. Yours tr ieran J. aly S.I.T. August 26, 2004 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: I, Beverly Lieberman, do hereby grant permission to The BSC Group, to prepareplans regards to the replacement of the septic system for#43 Stetson lane on my pro ert at 38 Stetson Lane. (#38 also known as#141). P Y -------------'- - — r a -- - �� , Signatu a ---- - --- - - - Date I BARNSTABLE BOARD OF HEALTH ABUTTER NOTIFICATION LETTER DATE: August 31, 2004 RE: Upcoming Barnstable Board of Health Hearing To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. APPLICANT: Mrs. Catherine Doyle (former owner) OWNER: Jay&Donna Sweeney(#43) I OWNER: Mrs. Berverly Lieberman (#38 formerly#141) PROJECT ADDRESS OR LOCATION: 43 &38 Stetson lane PROJECT DESCRIPTION: The proposed project involves the removal of the existing sewage disposal system components and construction of a proposed on-site sewage disposal system consisting of a 37'x 9'leaching area. The leaching area is for the use of#43 Stetson Lane and will be placed in an existing septic easement area on#38 Stetson Lane. Variances are being sought for the repair of the system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction and the Commonwealth of Massachusetts Department of Environmental Protection State Environmental Code, Title 5. The local variance and Title 5 variance are as follows: • Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction 1.) To allow the leaching system to be in a coastal bank in lieu of the 100' separation required. A 100'variance is requested 2.) To allow the leaching system to be 4l' from edge of bordering vegetated wetlands in lieu of 100'. A 59'variance is requested. 3.) To allow the existing pump chamber and septic tank to remain in their present location 32' from bordering vegetative wetlands. A 68'variance is requested. • State Of Massachusetts DEP health regulations 1.) 15.104: Due to the groundwater depth a percolation test was performed. A sample was taken and a sieve test was performed. Sieve analysis passed. (policy#: brp/dwm/dep-poo-4. 2.) 15.203: To allow a 15% reduction in the required flow of 440 gpd. 382 gpd provided. (This allows the leaching area to be within the septic easment.) 3.) 15.211:(1 To allow the pump chamber and septic tank to remain in their present location. 3' from the water line in lieu of 10'. A 7'variance is requested. 4.) 15.211: 1 To allow the leaching system to be in a coastal bank in lieu of 50'separation. A 50'variance is requested. 5.) 15.211: To allow the leaching area to be 4.4' above the groundwater in lieu of 5.0' A 0.6'variance is requested. APPLICANT'S AGENT: BSC Group, Inc. 657 Main Street,Unit 6 West Yarmouth, MA 02673 Attn: Kieran J. Healy PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: October 12`h, 2004 TIME: Meeting 7.00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. Yours t ieran J. Hea 'S.I.T. 1 08/17/2001 TUE 13:50 FAX 1 781 848 7811 Geo Labs Inc 1 002'001 Geol-abs,Inc. Environmental Laboratories CLIENT NAME: BSC GROUP PROJECT ID: 4-8 SAMPLE TYPE: SAND REPORT ME: 011114 COLLECTION DATE: 177/23/04 ANALYZED 3Y: GEOTESTING E;'?,RE i REC'D BY LAB: 08/02/04 EXTRACTICN DATE: 08PI0/04 COLLECTED BY: CLIENT DIGESTION DATE: SIEVE ANALYSIS SAMPLE NUMBER: 153044 SIOPLE LOCATION: 4'-5'DEEP SII_WE$05 111 $/4" 1/2" 318" #4 #10 #.20 RESULTS 100 91 89 87 82 76) �f ) (Ye.Passing by Wt.) SIEVE SIZE #40 #60 4100 #i200 _ RESULTS 37 16 5 2 ('/o Passing by Wt.) Sieve Analysis i 100 ..... - BO — i . .............. ...... ... 60 -------- ----- - - p. ....:.:...........:...... .. ....... .. .' :... .................:..... .............................. .......... . .. ..........:..... ............................ i i 20 ...... . ...:................................ .... ......... ..... .. ... ....... .................................................... :.....................:...... ............:::: ........ .. 1" 3/4" 1/2" 3/8" N4 #1.0 #20 #40 160 R100 12017 i Sieve Site Method Reference: i ASTM D 422 I 2of4 -k COMMONWE.UTH OF I�L�SSACHUSETTS EkECt TI�'E OFFICE OF ENVIRONT'IENTAL AFFAIRS - -' DEPARTMENT OF ENVIRONMENTAL PRO CTION ��° r ED ONE R'INTER STREET. BOSTON �L4 0210E (61I) 292-ij30u D PC 2 l 1999 .0, n � 104WOF ftf, T /1, CO . • rat0� (Secre:< ARGEO PAtiL CELLUCCI �B. STR'--) Gove or j Cotnrttiss: �1�� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM +1 _ �ok1 PART A UoT— CERTIFICATION 7 Property Address: �3 �� `N . Name of Owner a _sT_- �j m Address of Owner: n: Date of Inspectio . "' I �1uN Name of Inspector:(Please Print ELK U 1 am a DEP approved system inspector pursuant to Section 15.(340 of Title 5(310 CMR 15.0001 Company Name: re.._�r t �k a^r'rL a Jks C Marring Address:-?,0 2..�a L z�(,- f��5 N(�Lc[- I'1 �Z�4-y Telephone Number: 4 so-,) Ct 3 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 time of inspection. The inspection was performed based on my training and experience in the poper function and maintenance of on-site sewage disposal systems. The system: _ Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails „ t : t Inspector's Signawre• ( Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(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 owne shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS vp<W\;,•Q�cS 5 revised 9/2198 eig�iorii - ` 41 Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A T CERTIFICATION (conlinuedl 'roperty Address: Jwner: Date of Inspection: INSPECTION SUMMARY: Check A, 8, C, Or D: A. SYSTEM PASSES: 1 have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure icriteria not evaluated are)ndic ted below. _ COMMENTS: �� V B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon ' completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y. N. or ND). Describe basis of determination in all instances. If "not determined",explain why not. _ The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty(20)years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is Imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. _ Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced obstruction is removed distribution box is levelled or replaced - _ The system required pumping more then four t(mes a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 age 2of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A _ CERTIFICATION (continued) Property Address: '�3 rSG r�+ Owner: Date of Inspection: 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 the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b) THAT THE SYSTEI. IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. L 21 SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM I` FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system(SAS) and the SAS is within 100 feet of a'surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and t _ he SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a _ private water supply well,unless a well water analysis for eoliform bacteria and volatile organic compounds indicates that tt well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER revised 9/2/98 Psge3or11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (corrtirwed) Property Address: Owner: Date of Inspection: D. SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: Y CMR 15.303. The basis f have determined that one or more of the following failure condition s exist as des cribed in 310 s or this L determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure Yes No Backup of sewage into facility or system component due to an overloaded or cogged SAS or cesspool. _ e of the round or surface waters due to an overloaded or clogged SAS or _ har a or ondin of effluent t o the surface 9 Disc g p 9 ,., cesspool. _ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6'• below invert or available volume is less than 112 day flow. _ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable. attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either 'Yes` or 'No` to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10.000 gpd or greater(Large System) and the system is a significant threat to pub —0111) health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply _ the system Is within 200 feet of a tributary to a surface drinking water supply the system Is located in a nitrogen sensitive area(Interim Wellhead Protection Area•IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regions office of the Department for further information. revised 9/2/98 Fege4of11 i� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Noperty Address: Lt3 Slc,j Owner: Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving"ormal flow F'c rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N,A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. J _ All system components, excluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example, Plan at B.O.H. Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) 115.302(3)(b)1 xThe facility owner (and occupants, if different from owner) were provided with information on the propermaintenanc.8.af T\ SubSurface Disposal Systems. revised 9/2/98 page sorii I� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM.. PART C SYSTEM INFORMATION Iroperty Address: Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow: _')0 g.p.d./bedroom. Number of bedrooms (design):(S'�> Number of bedrooms (actual): Total DESIGN flow Number of current residents: Garbage grinder(yes or no): Laundry(separate system)a( es or no):� ; If yes, separate inspection required Laundry system inspectedor no) Seasonal use (yes or nol: Water meter readings, if available (last two year's usage (gpd)�� J Sump Pump (yes or no): Last date of occupancy. IAjj4► 4Axo�V5V COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow: gpd ( Based on 15.203) Basis of design flow Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no)—AIIJ If yes, volume pumped: gallons Reason for pumping: PE OF SYSTEM Septic tank/distribution box!soil absorption system t� Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed(if known) and source of information: Sewage odors detected when arriving at the site: (yes or no) revised 9/2/98 P2gc6(if ll SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C 11 SYSTEM INFORMATION(continued) 'roperty Address: Owner: Date of Inspection: BUILDING SEWER: b (Locate on site plan) Depth below grade:_ Material of construction:_cast iron_40 PVC_ other (explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) SEPTIC TANK: (locate on site plan) Depth below grade: Ito Material of construction: ,concrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: 1 0MC:i'it k - Sludge depth:_ el Distance from top of sludge to bottom of outlet tee or baffle:_ Scum thickness: 0" u 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 dimensions were determined: N\l o h�+ t ' 'omments: (recommendation for pumping;conditio�etand let toiaor baffles, ddepth of liq 6.3;d lever relation`t'o`u let invert, tructuraa4 int grity, CA nce of leakage,etc.) t if GREASE TRAP:-&!Z) (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) Dimensions: 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: Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) IropeftY Address: 7") S�ttSo' Owner: Date of Inspection: TIGHT OR HOLDING TANK: ( (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction: concrete metal _Fiberglass_Polyethylene _other(explain) Dimensions: Capacity:__gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes _ No_ Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:(�j (locate on site plan) Depth of liquid level above outlet invert: Comm ents: out of box, etc.) (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into 0r PUMP CHAMBER: (locate on site plan) Pumps in working order: (Yes or No): Alarms in working order(Yes or No) N 1- , Comments: (note conditi n of pump chamber.-condition of pumps an`appurtenances, etc.) _ All sJ tS CN revised 9/2/98 page of II i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C C SYSTEM INFORMATION (continued) 4operty Address: Owner: Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): S (locate on site plan, if possible: excav�t'Z not required, location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits, number: 1 Iqx leaching chambers, number:_ leaching galleries, number: leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number:_ Alternative system: Name of Technology: Comments: (note condition of soil, signs of h draulic failure level of ponding, darAp soil, condit' n o egetation, etc.) ( AT c> Ji X Q>, ei CESSPOOLS:v`L` (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: )epth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: Inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:�v (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) revised 9/2/98 Page 9of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) �ropeM Address: �7 SI��SQVJ /wne*: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) �"A t _�vw,� Goa wti�'� y �J ,.L (o ><<1 l4 X y (P-OLAL t` i ls �. F-W Ay By z � At- bt- Z' 2'� revised 9/2/98 Page 10of 11 ♦ V n SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) roperty Address: Owner: Date of Inspection: NRCS Report name _ — --- Soil Type— _— — - Typical depth to groundwater____.-------- _Date website visited O-Z Observation Yip sa-e��eea-- Groundwater depth: Shallow Moderate--- Deep SITE EXAM Slope +1-S Surface water '�tS Check Cellar'jbCA Shallow wells R►6 i Estimated Depth to Groundwater t iD Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property, observation hole. basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators, installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) �I revised 9/2/98 Page ttortt -� 1 own of .Barnst.11)Ic ► it 9?3 S ✓ Depnrtulcnt of 11e:11(h,Safely, and Environmental Sel-vices Public 11calt11 Division hale _ $ 367 Main Street,Ilyannis MA 02601 unmler�m.� ! MASI t679. PTEn ter" Ua1e Scheduled ���1( o Time X o 0 P cc 1 ( . �10�0 YES Soil Suitabililp Assessment for Sewage Disposal I'elfi/rincd Ily: D,41l/aL- Witnessed Ily: 6;-Le7N 6, {•fA1exyj6-7V--j LocATHON & G1,NEGRAL INFORMATION Locati on Address SST r-)^J Cy9/sl 1✓ Owncr's Name Sieve"i L/eVg�lM�4ni' G° !� �f3 Ir�rs�ry Cy4N�� Address i 9 1 S'�rJosv L,v4eje- _ �yy4•^rr�S Asscssor'sMlnp/1'alccl: i/: ,_ 06� 1?ngincer'sNanlc �NiLTL JO{JNSer- NI:W CONS'fRl1CTION t�TY Itr-PAIR _ I'elcphmle 11 ��O -`�90� 1 Land Ilse L/9'l�/j Slopcs(°o) � " /� o Surface Sloocs !A✓�% E8- Dislmlces Iiom: Opco Water Body 11 Possible%Vcl Area „70 y n Drinking Water Well n Drainage Way 11 Properly Line /0 '� It Other n SKETCH:I: (Slrcel nnmc,dimensions orlol,cxacl localions of Iesl holes&pere tests,locale wetlands in proximily to holes) It LA 1 � " ►`t#I�t.sS��� 1�11 �rETS®� C�t�to 7- $TLTSoN Lfin[ wt5ri(,ht4DS Al p(zrv�wgy J[ 1 11 y4 e7TL+4eLDJ V" kd�� l I'arcol nlalerinl(geologic) I)UT-wf3-S ff Depth Io lledrock /` Q7- 0si Depth to Groundwaler: Standing Water in I lolc: Sj~ Wceping from Ph Pnce fislinlalcd Seasonal I ligh Groundivnicr Sx DETERMINATION FOR,SEASONAL III0II.1'VX EkTABLE tvlllllod Dsed: Depth Observed standing in obs.hole: .S� in. 'Depth to soil mollles: in. Dept 1i o weeping from side of ohs.hole: in. Groundwaler Adjustment Il. Indcx Well!/ _ .. ItrndlnR Dnle: _ _ Index Well level, __ _ Ad.i. faelor __ Atli.Graundwalcr l.cvcl PERCOL:ATION'I'CS'I' A, o4i'11ne '2=00 51CVC 4tj4LYCII -To 8c fErxr-b A--L`0 Observation I tole 11 Time of 9" Depth of Perc Time it 6" Stilt Prc-soak'I imc (® Time(9"-6") Isnd I'rc-soak Rate Min./loch Site Soilabilily Assessnlcol: Site Passed Site Fniled: Addiliannl Tesliog Needed(Y/t4) Original: Public IIca11h Division Obsen'n(iou 11oie MIN To I3e Completed on Uncle j Copy: Applicnni DKET013810OW( ION 11OLE'..'LOG 1 tole It 7—P- I)cl)lll)'loon Soil ilofizoll Soil-texture Soil Color Soil Other Nioliliog (Shochoc,Slolics,Houldeics. �—Vffl A-A Y f,+—0 to YA-Xj FX4 A-96 ('04-4 ro'-.040 to y2 I A P-1c;f—zo SJ FAL C, to LZOIC VD�6�4,9-49-L g4 r-IAIC 5'Y'7/1 DkEP OBSERVATION iiou,,, LOG Hole It Depth floill Soil I lolizoll Soil Texture Soil Color Soil 01her Surface(ill.) (I IS DA) (NIIIIISCII) Nlotllillg (Siloclorc,Sloocs, Boolducs. CoLlshfulcy,",'a O'Invcl) DEEP OBSEA01ATION 1101,E I lole 11 Depth I"Tool Soil I folizon Soil'l'cxliirc Soil("oil)( Soil 011lcr Surface(ill.) (USDA) Nfoilliog (Situcloic,Stories.Ilooldcles. v DEWN" OMERVATION 110.1.,El LOG Hole /I Depth Boor Soil Horizon Soil Tudloc Soil Color Soil Oilier Surface(ill.) (IISDA) (Sliuchirc,Simics.houldc,cs. BanUllswimu-1-1-ale Maly. Abovc 500 year flood boundary No Yes Within 500 year bomolmy No Yes Wilhim 100 yenr flood boundary No y cs Does at leas( ("Our feet of lialill-ally occurring pervious Inalcrial exist ill ;III areas obscl-ml 1111ougholit Ole area proposed for Ilse Soil absorption sysiclil? If no(, %viiat is oic Eiel)(11 or occurring pervious Illa(crial'? I cellify 111"ll oil j n ��wllc) I have passed Ile Soil evaluator examination approved by 111c —-w- 00pal-111161( of Flovil-011111clital Proleclimi ;ill(l 111RI 111c above analysis was pal'brinc(l by Inc coIlsi.-,Icll( will, (lie required Iraiiiing, ex )el-tisc 1111d cxl)cl'icllcc described in 3 10 CMR 15.017. Signature Dole IJ 4n (j( f' t. i n ►rvnrN Hr%GH GHJGMGIV I Q I o APPROX LOCATION A = 1 938±SF i a %57.00' CHINCG PIT --- ' I oS 10 24'33Woh0.00 --- -�10.00�0 v! � 9' x 37' o 10 LEACHING EASEMENT I o A = 333t SF I 1 ui 1 0 - 132.35' CBDH 100.00' 121.27 1 57.00' 1 54.08' FND 232.35' N 10 23'30" E STETSON LANE N\ ( 30' WIDE PRIVATE ) EXISTING PUMP CHAMBER LOT 11 SANFORD D. & SIMONE WEINERT BK 8496 PG 172 Easement PLAN BK 166 PG 7 Plan of Land IN BARNSTABLE, MASS. PREPARED FOR: 141 STETSON LANE TRUST _ON I CERTIFY THAT THIS PLAN CONFORMS TO THE RULES SCALE 1" = 20' JUNE 7, 2000 AND REGULATIONS OF THE REGISTRY OF DEEDS OF THE COMM j MASSACHUSETTS 0 20 40 80 1 `'� PAUL G. JOSEN I PROFESSIOAL SURVEYOR 35035 P.N. ASSOCIANC. i PREPARED BY: P.N. ASSOCIA TES, INC. �'°•. • ON.� i P.0. BOX 693 ��o• �+� FRAMINGHAM, MASS. 508-958-2914 - e� Q o APPROX LOCATION A = 1 938tSF a = %57.00' CHING PIT ' I o S 10 2400110.00 }0) I ;� LEACHING EASEMENT I o A = 333±SF i i cn I ,ri I cn 132.35 CBDH k 100.00' 121.27' I 57.00' I 54.08' FND 232.35' N 10 23'30" E un J ' STETSON LANE N\� ( 30' W70E PRIVATE ) o� EXISTING PUMP CHAMBER ' LOT 11 SANFORD D. & SIMONE WEINERT BK 8496 PG 172 Easement PLAN BK 166 Pc 7 Plan of Land 1 t IN BARNSTABLE, MASS. PREPARED FOR: 141 STETSON LANE TRUST :ON I CERTIFY THAT THIS PLAN CONFORMS TO THE RULES ; SCALE 1" = 20' DUNE 7, 2000 AND REGULATIONS OF THE REGISTRY OF DEEDS OF THE COMM OF MASSACHUSETTS 0 20 40 80 r `' PAUL G. JOSEP ON PROFESSIOAL L D SURVEYOR 35035 A • P.N. ASSOCIA INC. NO. PREPARED BY: P.N. ASSOCIATES, INC. ~�,• , ���! FRAMN OX 3 GHAM, MASS. a 508-958-2914 SOIL TEST PIT DATA: P#9735 DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS TEST PIT _ 1- AUGER HOLE #1 TEST PIT #2 SEPTIC TANK DETAIL: NO. DATE DESCRIPTION 6.1 TOP OF PIPE GIRD. EL. 10.4t NO. OF OUTLETS � rJ E 22.5 1. 10/21/04 BOH EDITS. GIRD. EL. ELEV = 7.1 USE EXISTING 1000 GALLON TANK FINISHED GRADE D-BOX EST. HIGH GW. 1.8 EST. HIGH GW. 2.1 EST. HIGH GW. 3.6 2" PVC 2. 4/26/05 G.WATER LOAMY I SAND LL COVER ABLE » I 2" WALLS 0 0 o 0 0 10" � GRADE '� ADD INLET T" � NOTES: PIPE °o°on 0 000 0 0�o lOYR 2 1 » O 000000000 0 000000000000 00 0 00000 0Oo 40 a;:a„+,y;:�„+,a;;y,,,,;.,",;, 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING °OBSERVATION T GENERAL NOTES: 0 DATE: �� DATE: PROFILE: NOT TO SCALE P1CeAF UNLESS UNDER PAVEMENT, DRIVES OR o O 3 UNITS , LOAMY SAND 4/21/00 4/26/05 TTRAVELED WAYS WHEREIN H-20 LOADING ° HIGH DENSITY 50 9 1. THIS PLAN IS FOR DESIGN AND 0° 0 CONSTRUCTION OF THE SEWAGE 2.5Y 6/1 SHALL APPLY. PORT POL THYLENE INFILTRATOR 3050 E 43" TEST BY: o TEST BY: �: T 15" oo c 1 DISPOSAL FACILITY ONLY. THE BSC GROUP, INC. Q BSC GROUP, INC. FIRST PIPE LENGTH » 0' 8 2• PROVIDE INLET TEE IN PUMPED SYSTEM. o 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOAMY SAND 6 . 5,5 OUTLETS .. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2. ALL CONSTRUCTION METHODS AND CONCRETE COVERS TO WITHIN7 TO BE SET LEVEL MATERIALS SHALL CONFORM TO MASS. 10YR 4/4 47„ WITNESSED BY: 0 SOIL EVALUATOR EL.-A 6" OF FINISHED GRADE. FOR MIN. 2' " �- 3. FIRST TWO FEET OF PIPE OUT OF DIST. 28.0' D.E.P TITLE 5 AND LOCAL BOARD EL = 2.2 GLEN HARRINGTON O FINISH GRADE �a a �e ' Q '�c ��� MARK DIBB, PE TOP FOUNDATION e„ ,,�ji°e, �� g°�, ' 4 c� BOX TO BE LAID LEVEL. OF HEALTH REGULATIONS. EXISTING EL.=10.7-1 .2 2" PLAN VIEW - LEACHING CHAMBERS 3. ALL PIPES LOCATED UNDER PAVEMENT PERC. RATE: EL.=EXISTING BOTTOM ON LEVEL 4. ALL PIPE CONNECTIONS AND CONCRETE 52 4" PVC SCH 40 STABLE BASE 6" MIN. 3/4" TO CONSTRUCTION SHALL BE WATERTIGHT. LOAM & SEED DISTURBED AREAS OR TRAVELED WAY SHALL BE SCHEDULE O 1 1/2" CRUSHED 40 OR EQUAL. C_1 _ �.-MIN./INCH = �� ' 4" PVC SCH LEACHING CHAMBER CROSS-SECTION STONE BASE 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. „ „ 40 MIL 4. THERE ARE NO KNOWN PRIVATE WELLS COARSE SAND SOIL EVALUATOR iv 56 SIEV \ 3 MAX. COMPACTED FILL: 36 MAXIMUM 12 MINIM M POLY LINER 1OYR 4/4 » LOCATED WITHIN 150 FT. OF THE 84" DANIEL JOHNSON 60' 'r 4 PVS I=G o 0 0 0 0 000 0 0 0 0 0 » SCH 4 0 0 0 0 000 0 0 0 00 0 0 3 LAYER PROPOSED LEACHING FACILITY NOR 82" I-D I=E I=J K T » p HIGH O 00 O PEASTONE ANY KNOWN WELLS PROPOSED WITHIN SOIL CLASS: 5 OUTLET 30 1/2 „ To, DENSITY REMOVE150' OF ANY KNOWN LEACHING FACILITY. I=F DIST. BOX I=H 30 24 O Op POLYETHYLENE 00 Op O UNSUITABLE 5. WITHIN LIMIT OF EXCAVATION REMOVE C-2 = �5:C' SEPARATION 15 -1/2" EFFEC. �p O', INFILTRATOR 3050 O p MATERIAL FOR ALL TOPSOIL, SUBSOIL AND OTHER FINE SAND I P-{•J DEPTH O 5' ALL AROUND IMPERVIOUS MATERIAL. L.T.A.R. Qj O LEACHING O IF APPLICABLE 2.5Y 7/4 0.74 G.P.D./SQ.FT. . 1. I PRECAST DIST. 1 QO CHAMBER O 6. REPLACE WITH CLEAN WASHED SAND 96" EXISTING EXISTING I //��� EL = (-1.9) EST. HIGH GROUNDWATER BOX DATE: SEPTIC TANK PUMP CHAMBER L 29" 50" 29" 3/4" 1 1/2" OR OTHER CLEAN GRANULAR SOILS WASHED STONE CONFORMING TO THE FOLLOWING INDICATES 7/22/04 II__.__ �1 , SIEVE ANALYSIS: OBSERVED TEST` BY: h 1/ 9, �o% �MAx) 9Y.wT. SHALL GROUND WATER 19 PASS No. 50 SIEVE THE BSC GROUP, INC. PLAN VIEW CROSS-SECTION OF CHAMBER <10 % OF No. 4 SIEVE SHALL PASS No. 100 INDICATES HIGH BASEEDNON GROUNDWATER COMPUTATION- #1) DATUM. PASS No. 200 PERC. _ • <5 % OF No. 4 SIEVE SHALL TEST ►►� ,�I UNIFORMITY MITY COEFFICIENT ® No. 4 DEPTH TO WATER FROM TOP OF PIPE 5.0 _ . ��-TM� QL'�* �� O VERTICAL DATUM: MSL DESIGN CRITERIA: </=6.0 ElINDICATES READINGS VARIED FROM ELEV 1.7 TO 2.1 I CRAIG A. ► BENCH MARK USED: TOWN OF BARNSTABLE GIS DATA 7. EXISTING UTILITIES WHERE SHOWN UNSUITABLE THRU THE MONTH OF JULY 2004 FIELD �� " '�•'' DESIGN FLOW: IN THE DRAWINGS ARE APPROXIMATE. MATERIAL No.38039 ,� { `T BENCH MARK SET: TOP OF CONCRETE BOUND, ELEVATION 6.00. 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- L,�p9x` IL STRUCTION ACTIVITY WITH DIG-SAFE -' - -- - �v` WF#��� 2 "'�-� INSPECTIONS REQUIRED SEPTIC TANK: AND THE APPLICABLE UTILITY KITCHEN E _ BED#2 I HALL E� r STORAGE/ .�� N F .� �� l , COMPANY AND MAINTAINING THE - '- 16 x11 I GYM AREA, (/ / tio / f ' 330 X 200% = 660 GAL. EXISTING UTILITY SYSTEM IN SERVICE. C _ C 4f ALAN L. HALL o� ey ENGINEER & TOWN TO BE NOTIFIED 48 HOURS PRIOR TO INSPECTIONS DIG-SAFE SHALL S NOTIFIED PER CHIMNEY T-LGL�L I CHIMNEY M ~- - 33 STETSON ROAD `-, �, cb j SEPTIC TANK PROVIDED: = 1000 GAL. THE STATE OF MASSACHUSETTS AT�I I I I ASSESSORS MAP 306 p� 3 STATUTE CHAPTER 82, SECTION 409 LIVING, BED#1, ( FAMILY r I BED�3, PARCEL 67 WF#2 `� jj CONSERVATION TO BE NOTIFIED UPON HAYBALE/SILT FENCE INSTALL. AT TEL. 1-888 344 7233. THE j ENGINEER DOES NOT GUARANTEE 24 x14 ATH 17 x12 L_ 21 x14 _1B i _I_ _ _ J 2 ti [SIZE OF LEACHING FACILITY REQUIRED: THEIR ACCURACY OR THAT ALL � O 1 UTILITIES AND SUBSURFACE STRUCTURES 2 DESIGN PERC. RATE: <2 MIN./ INCH ARE SHOWN. LOCATIONS AND BENCHMARK �� TOP OF CONCRETE LONG TERM APPL. RATE 0.74 G.P.D/S.F. ELEVATIONS OF UNDERGROUND UTILITIES DECK \_=PAD Fx, WF#3 W N Q ( TAKEN FROM RECORD PLANS. THE • 4 m a ' BOUND. ELEV. 6.00 POLY (LINER N/F CONTRACTOR SHALL VERIFY SIZE, LIMITS OF 5.8 'j _ BERNARD & LEAH COHEN, TRUSTEES 330 GPD = 0,74 GPD/SF = 446 S.F. LOCATION AND INVERTS OF UTILITIES FIRST FLOOR FINISHED BASEMENT CONSTRUCTION 5 FROM 26 STETSON ROAD AND STRUCTURES AS REQUIRED PRIOR AL WF#4 EASEMENT 5.9 a SYSTEM ASSESSORS MAP 306 To THE START OF CONSTRUCTION. S82 06 30"E PARCEL 64 SIZE OF LEACHING FACILITY PROVIDED: --- /100' .BUFFER145,07 R THIS SYSTEM IS NOT DESIGNED FOR INVERT ELEVATIONS: f �� _ TO THE USE OF A GARBAGE GRINDER. - AL WF#5 d _ EDGE OF BVW USE HIGH DENSITY POLYETHYLENE A GARBAGE GRINDER IS NOT TOP OF FOUNDATION EXISTING A 3 I I qy - - LEACHING CHAMBERS 9'x2'x28' RECOMMENDED DUE TO RECOGNIZED S79 36 " o j ADVERSE IMPACTS TO THE LEACHING 4" INVERT AT BUILDING EXISTING B '�` ` 1pp 30 E 77 0 / EXISTING FACILITY. GARAGE N/F SIDEWALL = 2' (9'+28') X 2 = 148 S.F. 9. EXITING INVERTS ARE TO BE CHECKED BY 4" .INVERT AT SEPTIC TANK (IN) EXISTING C WF s �0 WF#.SA �. �� ! I t 'D�' ax : � �.-�� � -- eEVERLY LIEBERMAN � _ _ N/F # / r3 k: BOTTOM, - _- 9' X 28' 252_ S.F._ THE CONTRACTOR PRIOR TO CONSTRUCTION » $ 38 STETSON ROAD :. ... 4 iNE EIYGI`nEER 1'J TTJ"`BE TV"`L7'?FTI=t� OF INVERT T TIC TANK T EXISTING D , ,� o i 4 ER A SEPTIC A (OUT) DONNA &' JAY SWEENEY �. 1 �. "�' I ... -- EXISTING s5: I �U ASSESSORS `MAP 306 •O 400S.F. 1NY FIELD CHANGES THAT MAY B 2" INVERT AT PUMP CHA. IN EXISTING E 43 STETSON ROAD .--w f 1 f _ :- IN2EQUIRED. E ( ) �f GRA L PUMP # 20'--,, #38(#141) PARCEL 65 ASSESSORS MAP 306 -� 2" INVERT AT PUMP CHA. OUT EXISTING F m PARCEL 66 ' / ,CHAMBER �' j! j EXISTING �, 400 S.F x 0,74 GPD/SF = 296 GPD 1C ELEVATIONS SHOWN HEREON ARE BASED (OUT) m C1 WF 7 32 # Q ! t� O # 1 r r' ,, P ,.. DWELLING ON TOWN GIS INFORMATION. THESE 4 INVERT AT DIST. BOX (IN) 9.82 G o .�.� .� ( 0111: j j j APPROX. REQUESTING 11% REDUCTI❑N ELEVATIONS ARE TO BE USED FOR THE 4" INVERT AT DIST. BOX OUT 9.65 H `` � � I 1-1 LOCATION N F IN S.A.S. SYSTEM AREA SEPTIC DESIGN ONLY. 9 # ,r r �,fA MA F ,� ,� I, : : 50' BUFFER TO OF / # -�' -'.� O LOCAIIC�J OF ,, ' � �' .SEPTIC RUTH F. KEEFFE, TRUSTEE (ALLOWS S.A.S. TO BE IN EASEMENT AREA) INVERTS AT LEACHING FACILITY: �h J� `" f �" ` �' , I - - ' , SEPTIC TANK N I -' EDGE OF BVW SYSTEM 111 SOUTHGATE ROAD F °,� X ASSESSORS MAP 306 4 INVERT AT BEGINNING , ��; ��F. f o ^ � I IQ �/ ^ PARCEL 266 € 9.6 J BREAKOUT 10.1 W 10 �° ti° _-- '�- I �° -' ' ' - „ „ 4. �. � r. . Xf ; } OF LEACHING CHAMBER , o f I r `' .cV "� APPROX. �•�•.." ZONE" � LOCUS INFORMATION TM. I o .� -10 0 657 Main Street, (RT. 28) Unit 6 ELEVATION AT BOTTOM L(.J ►Y, ^ � � � � LOCA,ITION �� � _ �?NE , ' ELEV 11.0, TOP OF OF LEACHING CHAMBER 7.6 K I , ' M OF EST - 8 COASTAL BANK 3 CURRENT OWNER: DONNA & JAY SWEENEY W. Yarmouth Massachusetts L o aN \ 'e ELEV 11.0, TOP 0 k PIT' #1 i --` - LOT 10 7 1 !0 02673 o _ _.� �„ 14,582f S.F. o ESTIMATED HIGH GROUNDWATER 3.6 L Q/ z COASTAL BANK #43 P opOSED HqY� AVEMENT ao� TITLE REFERENCE: DEED BOOK 18757, PAGE 20 508 778 8919 r 1 WF 11 LE LINE BITUMINOUS P -_ _ _J LIMITS OF EXCAVATION v EXISTING P J B __ SEE NOTES 5 & 6 I �o PLAN REFERENCE: 120/9, 166/7-F2, 557/25 PROJECT TITLE: 4 BEDROOM r POSED SILT " �- - - �- to CONSERVATION COMMISSION I DWELLING , ' �° E CE -- W 12 � TOF 13.7 �.... � � 7 ..,_. ..�. ASSESSORS MAP: 306 DESIGN FOR \ ' �` WF#18 WF 19 WF#20 WF#21 F 2 7.2 PARCEL: 66 1.) THE SEPTIC REPAIR WAS APPROVED AT A MEETING OF THE _�__._.,# _� , _ _ #, N/F SEWAGE DISPOSAL BARNSTABLE CONSERVATION COMMISSION ON OCTOBER 12, 2004. Q �` �� � �-� -�� /'��� uP � _� of Bvw � Slg•57 50 W CYNIT-IIA HOPE ZONING DISTRICT: RB -�"". WF 17 AL 3510' 101 SOUTHGATE ROAD SETBACKS: FRONT 20' .•••'°�WF 16 # � J 1 A` N/F ASSESSORS MAP 306 SIDE 10; SYSTEM REPAIR ...... -I BERNARD & LEAH COHEN, TRUSTEES PARCEL 265 REAR 10 WF#13 ' �`�""�• "W 97 SOUTHGATE ROAD FOR VARIANCES REQUESTED: STATE OF MASS. SLOT 11 WF#14 WF# _! s 57a�575 NOTES: ASSESSORS MAP 306 MINIMUM LOT SIZE: 43,560 32.'Z ,L AL PARCEL 264 �'AOF�/,9 OVERLAY DISTRICT: AP #43 12,309t S.F. N/F HAYBALES TO BE DOUBLE STAKED Sao ti NITROGEN SENSITIVE TITLE V: SECTION 15.104: PERCOLATION TESTING. AL ,� •5.7'50"W PHILIP HUDOCK & RITA AILINGER �o MARKD. �, STETSON LANE S78 CONTRACTER SHALL REMOVE HAYBALES � DIBB � ZONE: NOT A ZONE II DUE TO THE GROUNDWATER DEPTH A 107.433'� 47 STETSON ROAD UPON COMPLETION OF WORK. 0 CIVIL y �►� ASSESSORS MAP 306 No.45937 FEMA FLOOD CONSTRUCTED PERCOLATION TEST COULD ,NOT BE PERFORMED. ! PARCEL 282 9FoIsTEP``o Q ZONE DISTRICT: A-10, ELEV 11.0 N , WETLAND DELINEATION PERFORMED BYs �a PANEL #250001 0006 D PE o NORMAN W. HAYES PWS, OF ION L A 'SAMPLE WAS TAKEN AND A SIEVE TEST AT THE BSC GROUP, INC. (JULY 2004) a WAS PERFORMED. SIEVE ANALYSIS PASSED. LOCUS PLAN: NO SCALE #38 (FMLY #141 ) CONDITIONS OF APPROVAL. EXISTING LEACHING PIT TO BE PUMPED, ayes (POLICY #: BRP/DWM/DeP P00 4) CRUSHED & REMOVED FROM SITE. PLAN VIEW F 1.) TOWN SEWER ON THIS STREET IS PROPOSED. UPON INSTALLATION OF TOWN STETSON LANE SEWER, THIS PROPERTY WOULD IMMEDIATELY HOOK UP TO THE SEWER. TOP OF COASTAL BANK = 100 YR FLOOD ZONE SCALE: 1' = 20 FEET TITLE V: SECTION 15.203: TO ALLOW A 11 % REDUCTION IN THE REQUIRED ELEVATION 11, EXCEPTION AT THE N.W. HOUSE MAIN STREET HYANNIS - CORNER WHERE THE ELEVATION IS AT 13. FLOW OF 330 GPD. 296 GPD PROVIDED. 2.) A THREE BEDROOM DEED RESTRICTION IS TO BE IMPOSED ON THE PROPERTY 0 10 20 40 FT. MASSACHUSETTS (THIS ALLOWS THE SYSTEM TO FALL WITHIN UNTIL SUCH TIME AS TOWN SEWER IS CONNECTED. INSTALLER TO HAVE LIGHT IN SEPTIC AREA RELOCATED OUT OF THE WORK AREA. SOU PREPARED FOR: 0. THE RECORDED SEPTIC EASEMENT). �N �7-pCCT CATHERINE DOYLE 10 WILLOWBROOK DRIVE NVARIANCES REQUESTED: TOWN OF BARNSTABLE PUMP CHAMBER DETAIL: FRAMINGHAM TITLE V: SECTION 15.211: (1 ) TO ALLOW THE PUMP CHAMBER AND SEPTIC I- MA 01702 N TANK TO REMAIN IN THEIR PRESENT LOCATION. w 'ITTO ALLOW THE LEACHING SYSTEM TO BE IN STETSON w� (508) 737-4774 3' FROM EXISTING WATER LINE IN LIEU OF 10'. A COASTAL BANK IN LIEU OF THE 100' SEPERATION REQUIRED. USE EXISTING DATE: AUGUST 31, 2004 0 LANE W COMP. DESIGN: K. HEALY TO ALLOW THE LEACHING SYSTEM TO BE IN TO ALLOW THE LEACHING SYSTEM TO BE 50.4' FROM THE PUMP AND FLOATS TO BE INSPECTED AND FLOATS TO CHECK: D. CRISPIN / M. DIBB co W A COASTAL BANK IN LIEU OF THE 50' EDGE OF WETLANDS IN LIEU OF THE 100' SEPERATION REQUIRED. BE CYCLED DURING LEACHING AREA INSTALLATION. FLOATS N DRAWN: K. HEALY SEPERATION REQUIRED. TO BE TIMED TO CONFIRM CORRECT DESIGN FLOWS OF 83 GAL. FIELD: D. GAZZOLO / J. McCARTIN 0 TITLE V: SECTION 15.212: TO ALLOW 4' SEPERATION TO GROUNDWATER TO ALLOW THE SEPTIC TANK AND PUMP CHAMBER TO REMAIN PER CYCLE. L❑GLIB FILE NO. 8711SEP1.DWG IN LIEU OF 5'. IN THEIR EXISTING LOCATIONS AS SHOWN ON THE PLAN. DWG NO. 5554-02 HYANNIS HARBOR JOB NO. 4-8711.00 SHEET 1 OF 1 ------------- REVISIONS DISTRIBUTION -BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE SOIL TEST PIT DATA: P#9735 NO. DATE DESCRIPTION SEPTIC TANK DETAIL: TEST PIT TOP OF PIPE 22.5 NO. OF OUTLETS 5 1. 10/21/04 BOH EDITS. 6.1 ELEV = 7.1 GRD. EL. USE EXISTING 1000 GALLON TANK FINISHED GRADE D-BOX EST. HIGH GW. 1.8 EST. HIGH GW. .2.1 2" PVC A/FILL REMOVABLE 2m WALLS PIPE on 0 0 00�0�000 on 0 10 0 -0 00000 00 NOTES. 0 0 0 00 * Voov 0 a LOAMY-SAND COVER ADD INLET Or 0 no 0 0 0 0,0 0 a 0 0 0 0 0 0 0 0 1 OYR,�211 . 0 GRADE :4.. 1 . 1 1.-DIST.-BOX TO VATHSTANO +1-10 LOADING - 10�OBSERVAIM 40" jpkwWz . . PC UNLESS UNDER PAVEMENT, DRIVES OR 0 3 UNITS GENERAL NOTES: 0 DATE: PROFILE: NOT TO SCALE 0 WGH DlEt 50" 9' Y SAND IRAVELED WAYS 048" H-20 tOAD#4G 4SITY 1. THIS PLAN IS FOR DESIGN AND LO Y � 4/21/00 T 00 2N 6/1 _lq7 Q7 15" SHALL APPLY. o PORT POLYE THYLENE INFILTRATOR 3050 CONSTRUCTION OF THE SEWAGE 43" TEST BY: 0 0 DISPOSAL FACILITY ONLY. .0-a 5.5 0 -0 0 0 0 0 '00-0010 0 "0 V cl .0 1 2. PROVIDE INLET TEE IN PUMPED SYSTEM. 0 00. 0 00 00 o o.0 0o 00 0 0 2. ALL CONSTRUCTION METHODS AND LOAMY, ND THE BSC GROUP, INC. < FIRST PIPE LENGTH 6" OUTLETS • OSO. oo. 00 000 non 00, 0 0 t w CONCRETE COVERS TO WITHIN TO BE SET LEVEL I I i S�4 MATERIALS SHALL CONFORM TO MASS. WITNESSED -BY: EL-A 60 OF FINISHED GRADE. 'FOR MIN. 2o ild 3.FIRST TWO FEET -OF PIPE OUT OF DIST. 28.0* D.E.P IME 5 AND LOCAL,BOARD 47 FINISH GRADE EL 2.2 GLEN HARRINGTON 12 /TOP FOUNDATION EXISTING BOX TO BE LAID LEVEL PLAN VIEW - LEACHING CHAMBERS OF HEALTH REGULATIONS. BOTTOM ON LEVEL AWAK 3. ALL PIPE LOCATED UNDER PAVEMENT 4. ALL PIPE CONNECTIONS AND CONCRETE EL.-EXISTING PER(. RATE: 0 PVC SCH 40 STABLE BASE MIN. 3/4" T CONSTRUCTION SHALL BE WATERTIGHT. LOAM & SEED DISTURBED AREAS OR TRAVELED WAY SHALL BE SCHEDULE N - 0 v 52" i 40 OR EQUAL. N./INCH CROSS-SECTION STONE CRUSHED C-1 40 PVC SCH LEACHING CHAMBER BASE 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 40 MIL COARSE SAND SIEVE 39 MAX. C MPACTEDIFILL 36" MAXIMUM, 12'"MINI M POLY LINER 4. THERE ARE NO KNOWN PRIVATE WELLS SOIL EVALUATOR 1 OYR 4/4 O.p -0 0 .0�-0 1 1, 0000 0 a 0.0 LOCATED VATHIN 150 fT. OF THE oo DANIEL JOHNSON 600 I-E 30 LAYER PROPOSED LEACHING FACILITY NOR 84 I-G 0 0, 0 0 '00 0 0 000 ANY KNOWN WELLS PROPOSED WITHIN PEASTONE 30 1/2'- iW OF ANY KNOWN LEACHING FACILITY. 0 T 0§ 00, 000 0 SOIL CLASS: 5 OUTLET ENSITY REMOVE I & 3 i 0 0 1 e I-F DIST. BOX 0" 24 00 POLYETHYLENE UNSUITABLE 5. WITHIN LIMIT OF EXCAVATION REMOVE I-F 0 m EFFEC. 00 000 0 ALL TOPSOIL. SUBSOIL AND OTHER C-2 5.0' SEPARATION 15 1/2 00 INFILTRATOR 3050 -MATERIAL FOR FINE SAND I-C DEPTH LEACHING 00 6 ALL AROUND IMPERVIOUS MATERIAL F APPLICABLE L.T.A.R. PRECAST DIST. 00 CHAMBER 0 2.5Y 7/4 96 0.74 G.P.D./SQ.FT. EST. HIGH GROUNDWATER BOX 6. REPLACE WITH CLEAN WASHED SAND EXISTING EXISTING EL 1.9) OR OTHER CLEAN GRANULAR SOILS 3/4' - 1 1/T CONFORMING TO THE FOLLOWING SEPTIC TANK PUMP CHAMBER 29" 50" -= I . 29" WASHED STONE INDICATES DATE: SIEVE ANALYSIS. OBSERVED 7/22/04 7 1/4 1OX (MAX) BY WT. SHALL 19 PASS No. 50 SIEVE GROUND WATER PLAN VWW TEST BY: i <10 % OF No. 4 SIEVE SHALL THE BSC GROUP, INC. SS-SIEC11ON OF CHAMBER PASS No. 100 mm INDICATES HIGH GROUNDWATER COMPUTATION 190 <5 X OF Na. 4 SEW SHALL PERC. TBASED ON AUGER HOLE #1) DATUM: PASS No. 200 TEST UNIFORMITY COEFFICIENT 0 No. 4 TERIA: DEPTH TO WATER FROM TOP OF PIPE 5.0 OF VERTICAL DATUM: MSL O DESIGN CRI SIEVE </=6.0 INDICATES READINGS VARIED FROM ELEV 1.7 TO Zl CRAIG A. AV BENCH MARK USED: TOWN OF BARNSTABLE :GIS DATA 7. EXISTING UTILITIES WHERE SHOWN 0 (/) w I FLOW: IN THE DRAWINGS ARE APPROXIMATE. El UNSUITABLE THRU THE MONTH OF DULY 2004 FIELD ►in w 4k/ DESIGN MATERIAL No.38030 10 JIF BENCH MARK SET: TOP OF CONCRETE BOUND, ELEVATION 6.00. THE CONTRACTOR SHALL BE RESPON- 1�. 3 BEDROOMS AT 110G.P.B./D 330 G.P.D. SIBLE FOR PROPERLY LOCATING AND R. COORDINATING THE PROPOSED CM- AL STRUC71ON ACTIVITY WITH DIG-SAFE WFV L Ice INSPECTIONS _T_AN_K_ AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE KITCHEN -1 T_ C/) ]REQUIRED SEPTIC. E E=L 11,GYM N/F BED#2 STORAGE AREA 41 EXISTING UTILITY SYSTEM IN SERVICE. DIG-SAFE SHALL BE NOTIFIED PER ALAN L. HALL & F- D 16'xl)' E:D xf/01 ENGINEER & TOWN TO BE NOTIFIED 48 HOURS PRIOR TO INSPECTIONS 330 X 200% 660 GAL. CHIMNEY R- qLL171 CHIMNEY .33 STETSON ROAD SEPTIC TANK PROVIDED: 1000 AL. THE STATE OF MASSACHUSETTS IBA ASSESSORS MAP 306 STATUTE CHAPTER 82, SECTION 409 -I-� -' � I BED#3 I WFj#2 4Q .41 CONSERVATION 'TO BE NOTIFIED UPON HAYBALE/SILT FENCE INSTALL. AT TEL. 1-888-344-7233. THE LIVING �ATH' BED#1 FAMILY F AT PARCEL 67 ENGINEER DOES NOT GUARANTEE 24'x1 4' 17'xl 2' 21'xl4' _fB 14'X'3' 1 to Z-3 Y SIZE E OF LEACHING FACILITY REQUIRED- THEIR ACCURACY OR THAT ALL <2 fl UTILITIES AND SUBSURFACE STRUCTURES DESIGN PER(. RATE: BENCHMARK MIN./ INCH RK ARE SHOWN. LOCATIONS AND DECK 'TOP OF'CONCRETE , LONG TERM APPL. RATE 0.74 ELEVATIONS OF UNDERGROUND UTILITIES L;0 A G.P.D/S.F. BOUND. ELEV. 6.00 4-0' MIL TAKEN FROM RECORD PLANS. THE N/F CONTRACTOR SHALL VERIFY SIZE, • POLY LINER LIMITS OF 5.8 1 BERNARD & LEAH COHEN, TRUSTEES 330 GPD + 0.74 GPD/SF 446 S.F. LOCATION AND INVERTS OF UTIUTIES FIRST FLOOR FINISHED BASEMENT CONSTRUCTION 5' FR OM 26 STETSON ROAD AND STRUCTURES AS REQUIRED PRIOR AL WF#4 EASEMENT 5.9 YEM ASSESSORS MAP 306 TO THE START OF CONSTRUCTION. S821061.30-E: PARCEL 64 : ISIZE OF LEACHING FACILITY PROM 14.5.07# & THIS SYSTEM IS NOT DESIGNED FOR /100 BUFFER TO THE USE OF A GARBAGE GRINDER. .INVERT ELEVATIONS: WF#5 EDGE OF BvW USE HIGH -DENSITY P-OLYETHYLIEN-E AL A GARBAGE GRINDER IS NOT LEACHING CHAMBERS 9'x72'x28' RECOMMENDED WE TO RECOGNIZED S 7,9'3 6 ADVERSE IMPACTS TO THE LEACHING TOP, OF "FOUNDATION EXISTING 'A AL `36-E 7 0' EXISTING L-FACILITY. 100.00# GARAGE N/F 4" INVERT AT BUILDING EXISTING B WF#5A 0 SIDEWALL--= 2' (9'+28') -2 148 S.F. 9. EXITINGINVERTS ARE TO BE CHECKED BY N/F WF#6 BEVERLY LIEBERMAN BOTTOM 9' X 281 252 S.F. THE-CONTRACTOR PRIOR TO CMSMCT40N 4" INVERT AT SEPTIC TANK IN EXISTING C DONNA & JAY SWEENLY 38 STETSON ROAD THE ENGINEER IS TO BE, NOTIFIED OF EXISTING a G ASSESSORS MAP 306 400S.F. 4" INVERT AT SEPTIC TANK (OUT) EXISTING D 43 STETSON -ROAD of I v ANY FIELD IC44ANGES THAT MAY BE ASSESSORS MAP 306 A A PUMP j #38(f)41 PARCEL 65v. REQUIRED. ,CHAMBER ' EXISTING 2" 'INVERT AT PUMP CHA. IN G E PARCEL 66 32 400 S.F x 0.74 GPD/SF GPD 10. 'ELEVATIONSSHOWN HEREON ARE-BASED C WF!#7��/ Ic ON TOWN GIS INFORMATION. THESE EXISTI G F 11191 100 DWELLING 2" INVERT AT PUMP CHA. (OUT) 0 AL APPROX. ', REQUESTING 11% REDUCTION ELEVATIONS AM TO BE USED F0R ,THE 4" INVERT AT DIST. BOX (IN) 9.32 G LOCATION IN S.A.S. SYSTEM AREA SEPTIC DESIGN ONLY. WF#8 P N/F i AL A 50' BUFFER TO OF 9.15 H l(ALLOWS S,A,S. TO BE IN EASEMENT AREA) 4" INVERT AT DIST. BOX OUT WF#9 _j RUTH F. KEEFFE, TRUSTEE LOCATI SEPTIC AL -EDGE OF BVW 11*1 SOUITHGATEROAD SEPTIC T SYSTEM 051 ASSESSORS MAP 306 C) INVERTS AT LEACHING FACILITY: 00/,00/155 1 PARCEL 266 0 W 10 BSC GPDUP LOCUS INFORMATION 4" INVERT AT BEGINNING APPRWDX. 9.1 J BREAKOUT 9.5 00 1 0 �_-.1 '11<_1�1 E IN OELEV 11.0, TOP OF 657 Main Street, (RT. 28) Unit 6 OF LEACHING CHAMBER n �cv LOC8TION , 1_� -_ ft) N OF ,TEST 1 7�, �l 8 COASTAL BANK 3k CURRENT OWNER: DONNA & JAY SWEENEY W.Yarmouth Mmadiusetts k LOT 10 /A 7.1 0 02673 ELEVATION AT BOTTOM AL ELEV 11.0. TOP PI T., -71 .1 4,582± S.F. OF LEACHING CHAMBER - 7.1 K COASTAL BANK LE REFERENCE: DEED BOOK 18757, PAGE 20f 508 778 8919 #43 op HAY 4:7 BITU"OUS PAVEMENT co to _j LIMITS OF EXCAVATION EXISTING UNE 4000 PLAN REFERENCE: 120/9, 166/7-F2, 557/25 ESTIMATED HIGH GROUNDWATER 2.1 L A BEDROOM -4m%- SEE NOTES 5 & 6 -.1 5? PROJECT TITLE: Slur lr_ -..- DWELLING CE 7.2 ASSESSORS MAP: ss06 W 12 - WFDESIGN FOR TOF 1 a 7' ! WF . ....... . WF#21 PARCEL- WF#18 #2,0 7.1 �- ANF 0000, N/F -_ttE. OF BVW ',try 0000 CYNTHIA HOPE ZONING DISTRICT. RB SEWAGE DISPOSAL CONSERVATION COMMISSION UP Alf, 101 SOUTHGATE ROAD _wF#1 7 AL AL SETBACKS: FRONT 20' AL AL N/f ASSESSORS MAP -306 SIDE 10' SYSTEM REPAIR 1.) THE SEPTIC REPAIR WAS APPROVED AT A MEETING OF THE WF#16 BERNARD & LEAH COHEN, TRUSTEES PARCEL 265 REAR 10' BARNSTABLE CONSERVATION COMMISSION ON OCTOBER 12, 2004. -AL WF#13 44 97SOUTHGATEROAD FOR WF#15 -57'50 NOTES: WF#14 ASSESSORS MAP 306 MINIMUM LOT SIZE: 43,560 LOT 11 AL 12,309± S.F. 3 - AL HAYBALES TO BE DOUBLE STAKED PARCEL 264 OVERLAY DISTRICT: AP #43 N/F NITROGEN SENSITIVE AL AL 57875-7'5(1 PHILIP HUDOCK & RITA AILIN07ER CONTRACTER SHALL REMOVE HAYBALES ZONE: NOT A ZONE II ON - LANE 47 STETSON ROAD OF VARIANCES REQUESTED: STATE' OF MASS., 107 AL ASSESSORS MAP 306 UPON COMPLETION OF WORK. FEMA FLOOD AL I PARCEL 282 ZONE DISTRICT: A-10, ELEV 11.0 CONSTRUCTED WETLAND DELINEATION PERFORMED BY TITLE V: SECTION 15.104: PERCOLATION TESTING. AL DAVID J. Z PANEL #250001 0006 D NORMAN W. HAYES PWS, OF 0 01 i c� I AL CRISPIN AT V) DUE TO THE GROUNDWATER DEPTH A 'THE BSC GROUP, INC. (JULY '2004) CIVIL a) No.M112 PERCOLATION TEST COULD NOT BE PERFORMED. LOCUS PLAN: Nil SCALE #38 (FM LY #141 CONDITIONS OF APPROVAL: EXISTING LEACHING PIT TO BE PUMPED, CRUSHED & REMOVED FROM SITE. PLAN VIEW c: A SAMPLE WAS TAKEN AND A SIEVE TEST 1.) TOWN SEWER ON THIS STREET IS PROPOSED. UPON INSTALLATION OF TOWN STETSON LANE E 0 WAS PERFORMED. SIEVE ANALYSIS -PASSED. TOP OF COASTAL BANK = 100 YR FLOOD .ZONE SCALE: 1' 20 FEET THE SEWER. 0 SEWER, THIS PROPERTY WOULD IMMEDIATELY HOOK UP TO ELEVATION 11, EXCEPTION AT THE N.W. HOUSE (POLICY #: -QRP/DWM/DeP-POO-4) HYANNIS CORNER WHERE THE ELEVATION IS AT 13. MAIN STREET 2.) A THREE BEDROOM DEED RESTRICTION IS TO BE IMPOSED ON THE PROPERTY 0 10 20 40 FT. y MASSACHUSETTS INSTALLER TO HAW LIGHT IN SEPTIC AREA UNTIL SUCH TIME AS TOWN SEWER IS CONNECTED. TITLE V: SECTION 15.203: TO ALLOW A 11% REDUCTION IN THE REQUIRED RELOCATED OUT OF THE WORK AREA. IT01i TH T&t. PREPARED FOR: FLOW OF 330 GPD. 296 GPD PROVIDED. CATHERINE DOYLE o ' VARIANCES REQUESTED: TOWN 10 WLLOWBROOK DRIVE FALL WITHIN OF BARNSTABLE PUMP CHAMBER DETAIL: 00 (THIS ALLOWS THE SYSTEM TO FA FRAMINGHAM THE RECORDED SEPTIC EASEMENT). MA 01702 Li TO ALLOW THE LEACHING SYSTEM TO BE IN STETSON (508) 737-4774 TITLE V: SECTION 15.211: (l) TO ALLOW THE PUMP CHAMBER AND SEPTIC A COASTAL BANK IN LIEU OF THE 100' SEPERATION REQUIRED. USE EXISTING F- LANE DATE: AUGUST 31, 2004 w TANK TO REMAIN IN THEIR PRESENT LOCATION. COMP. DESIGN: K. HEALY 3' FROM EXISTING WATER LINE IN LIEU OF 10 . TO ALLOW THE LEACHING SYSTEM- TO BE 50.4' FROM THE PUMP AND FLOATS TO BE INSPECTED AND 'FLOATS TO CHECK: D. CRISPIN a- w N DRAWN: K. HEALY EDGE OF WETLANDS IN LIEU OF THE 1000 SEPERA`TION REQUiRED. BE CYCLED DURING LEACHNG AREA INSTALLATION. FLOATS TO ALLOW THE LEACHING SYSTEM TO BE IN TO BE TIMED TO CONFIRM CORRECT DESIGN FLOWS OF 83 GAL FIELD: : D. QkzzDLo / J. -mccARnN 90 LOCUS A COASTAL BANK IN LIEU OF THE 50' TO ALLOW THE SEPTIC TANK AND PUMP CHAMBER TO REMAIN PER CYCLE. FILE NO. 8711-SEP.DWG co AGE M 0 0 0 N 0 000 to 55 0 0 00 o ''o 0 0 0 a PA IM M 0 0 04 0 0 0 0 00 0 0 j 0 0 0 0/ E ARE CHIMNEY A E�D D3 G 4 ATH Xj 3 1 CON(. SEPERATION REQUIRED. IN THEIR EXISTING LOCATIONS AS SHOWN ON THE PLAN, DWG NO. 5554-01 HYANNIS HARBOR JOB NO. 4-8711.,00 SWEET 1 OF 1 ------------- ------- --------- ------ REVISIONS SOIL TEST PIT DATA: P#9735 SEPTIC TANK DETAIL: DISTRIBUTION BOAC DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE NO. DATE DESCRIPTION TEST PIT #1 TOP OF PIPE NO*. OF OUTLETS 5 22.5 1. 10/21/04 BOH EDITS. GRD. EL 6.1 ELEV = 7.1 USE EXISTING 1000 GALLON TANK FINISHED GRADE EST. HIGH GW 1.8 EST. HIGH GW. 2.1 20 PVC AILL REMOVABLE 20 WALLS PIPE - LOAMY coo o 00 0-0`5 0 0 '0 0 'o 0 0 0 0 00 * `0 0 ,0 00 0 OA Y SAND COVER ADD INLET OT* 0 0 0 0 0 a 0 0 0 0 0 110" ® GRADE l OYR 211 40" PROFILE: NOT TO SCALE UNLESS UNDER PAVEMENT, DRIVES OR 0 GENERAL NOTES: me sm� 0, DATE: 0 3 UNITS LOAMY SAND TRAVELED WAYS lkliEREIN H-20 LOAD#4G .0 -HIGH DENSIT-Y 50" 9' 1. THS PLAN IS FOR DESIGN AND 4/21/00 T 2.5Y 6/1, 15" SHALL APPLY. 0 PORT POLYE THYLENE INFILTRATOR 3050 CONSTRUCTION OF THE SEWAGE 43" TEST BY: 0 . .1 t DISPOSAL FACILITY ONLY. FIRST PIPE LENGTH 6* - 0 0 000 0 0 -000 ,000 0 0 0 0 0 0 000 0.0 Ir 1 2. PROVIDE INLET TEE IN PUMPED SYSTEM. 0 '0 0 0 LOAMY S NDTHE BSC GROUP, INC. �Dan 0 0 a 0 0 0 000,00000 0100 2. ALL CONSTRUCTION METHODS AND 5,50 OUTLETS 0 a 0 0 0 CONCRETE COVERS TO WITHIN TO BE SET LEVEL 1 0YR 4/4 WITNESSED BY: EL-A 6* OF FINISHED GRADE. 'FOR MIN. 'r 3.FlRST TWO FEET OF PtPE,OUT OF DIST. MATERIALS SHALL CONFORM TO MASS. 47 T_ 28.0' D.E.P IME 5 AND LOCAL BOARD EL = 2.2 GLEN HARRINGTON FINISH GRADE BOX TO BE LAID LEVEL OF HEALTH REGULATIONS. 12 TOP FOUNDATION EXISTING 1 20 PLAN VIEW - LEACHING CHAMBERS 3. ALL PIPES LOCATED UNDER -PAVEMENT EL-EXISTING BOTTOM ON 'FVFI 4. ALL PIPE CONNECTIONS AND CONCRETE PERC. RATE: 0 41" PVC SCH 40 6m MIN. 3/40 To LOAM & SEED DISTURBED AREAS OR TRAVELED WAY SHALL BE SCHEDULE 52" C14 STAME 5 MW CONSTRUCTION SHALL BE WATERTIGHT. 2 MIN./INCH 1 1/2* COUSHED 40 OR EQUAL C-1 LEACHING CHAMBER CROSS-SECTION STONE BASE 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 30 40 MIL COARSE SAND 51 SIEVE -W e PVC SCH MAX. ACTED FILL 36* MAXIMUM, 12"MINI M 4. THERE ARE NO KNOWN PRIVATE WELLS SOIL EVALUATOR 04 C MP POLY LINER 1 OYR 4/4 DANIEL JOHNSON 4 60" I=E "mm. -0 0 0 00 4, '000 0 0 a 00 PROPOSE OCATED %MThIN 150 FT. OF THE 84" ir- SCH I-G 1% 0 0 0 000 0 0 000 w T - 3n LAYER PROPOSED LEACHING FACILITY OR I-E I=D PEASTONE ANY KNOWN WELLS PROPOSED VYITHIN SOIL CLASS: 0 HIGH 000 0 5 OUTLET 30 1/2- 0§ 'OD DENSITY 0 0 REMOVE IW OF ANY K140VM LEACHING FACILITY. 0 DIST. BOX I-F 30" 24" 5. WITHIN LIMIT OF EXCAVATION REMOVE \Umo S e T 1 00 POLYETHYLENE U U UNSUITABLE 5.0' SEPARATION EFFEC. 00 0 , INFILTRATOR 3050 0 0 -MATERIAL FOR ALL TOPSOIL, SUBSOIL AND OTHER C 2 I=C 15 1/2- 0 0 0 0 5' ALL AROUND FINE SAND L.T.A.R. DEPTH LEACHING IMPERVIOUS MATERIAL 2.5Y-7/4 0.74 G.P.D./SQ.FT. PRECAST DIST. 00 CHAMBER 0 0 IF APPLICABLE 6. REPLACE WITH CLEAN WASHED SAND J EL 1.9) 96 - EXISTING EXISTING EST. HIGH GROUNDWATER BOX OR OTHER CLEAN GRANULAR SOILS SEPTIC TANK PUMP CHAMBER I/r 29" 50* 29" WASHED STONE CONFORMING TO THE FOLLOWING INDICATES DATE: SIEVE ANALYSIS: OBSERVED 7/22/04 71/4 1OX (MAX) BY WT. SHALL GROUND WATER 19, PASS No. 50 SIEVE TEST BY: PLM VIEW CROSS-SECTION OF CHAMBER <10 Z OF No. 4 SIEVESHALL THE BSC GROUP, INC. PASS No. 100 INDICATES HIGH GROUNDWATER COMPUTATION <5 X OF No. 4 SEW SHALL PERC. B_ASED ON AUGER HOLE #11) 'DATUM: PASS No. 200 TEST z DEPTH TO WATER FROM TOP OF PIPE 5.0 OF VERTICAL DATUM: MSL UNIFORMITY COEFFICIENT 0 No. 4 O DESIGN CRITERIA: SIEVE </=6.0 INDICATES READINGS VARIED FROM ELEV 1.7 TO Zl AIG A. ►It BENCH MARK USED: TOWN OF BARNSTABLE GIS DATA 7. EXISTING UTILITIES WHERE SHOWN El UNSUITABLE THRU THE MONTH OF JULY 2004 FIELD ►14 DESIGN IN THE DRAWINGS ARE APPROXIMATE. 0. THE CONTRACTOR SHALL BE RESPON- MATERIAL 13ENCH MARK SET: TOP OF CONCRETE BOUND, ELEVATION 6.0 No.38039 3 BEDROOMS AT 110G.P.B./D 330 G.P.-D. SIBLE FOR PROPERLY LOCATING AND COORDINATING IME PROPOSED CON- Lmo AL STRUCTION ACTIVITY WITH DIG-SAFE AND IW APPLICABLE UTILITY INSPECTIONS KITCHEN BED#2 HALL U%j �T STORA / *�'��ti�� .0, IREQUIRED SEPTIC TANK] COMPANY AND MAINTAINING THE E 16'xl 1' E GYM A N/F -k j 330 X 200% 660 GAL. EXISTING UTILITY SYSTEM IN SERVICE. ALAN L. HALL �� 0 ENGINEER & TOWN TO BE NOTIFIED 48 HOURS PRIOR TO INSPECTIONS DIG-SAFE SHALL BE NOTIFIED PER E:7 ir/ y R -ILL01-jr-0 .33 STETSON ROAD Av 1000 AL. THE STATE OF MASSACHUSETTS CHIMNEY CHIMNEY M SEPTIC TANK PROVIDED: SHE CHAPTER 82, SECTION 409 1 IBA ASSESSORS MAP 306 LIVING -i-� BED#1 FAMILY F BED#3 PARCEL 67 WF#2 40 41 CONSERVATION TO BE NOTIFIED UPON HAYBALE/SILT FENCE INSTALL. AT TEI_ 1-888-344-7233. THE 24'x1 4' +TH1 7'xl 2' 21'xl 4' 1,Vxl 3' ENGINEER DOES NOT GUARANTEE 1 -iB L--- �A_j -A D SIZE OF LEACHING FACILITY REQUIRED: THEIR ACCURACY OR THAT ALL AL DESIGN PERC. RATE: <2 MIN./ INCH UTILITIES-AND SUBSURFACE STRUCTURES BENCHMARK WF#3 ARE SHOWN. LOCATIONS AND DECK CONK. TOP OF CONCRETE ELEVATIONS OF UNDERGROUND UTILITIES PAD E,- V I LONG TERM APPL. RATE 131.74 G.P.D/S.F. 04 qr BOUND. ELEV. 6.00 40' MiL TAKEN FROM RECORD PLANS. THE N/F CONTRACTOR SHALL VERIFY SIZE, POLY LINER LIMITS OF BERNARD & LEAH COHEN, TRUSTEES 330 GPD + 0.74 GPD/SF 446 S.F. LOCATION AND INVERTS OF UTILITIES 5' FROM FINISHED BASEMENT CONSTRUCTION 26 STETSON ROAD FIRST FLOOR JL WF#4 -coNsTRuc AM STRUCTURES AS REQUIRED PRIOR SYSTEM TO THE START OF CONSTRUCTION. EASEMENT ASSESSORS MAP 306 PARCEL 64 ISIZE OF LEACHING FACILITY PROVIDED:145.07* & THIS SYSTEM IS NOT DESIGNED FOR 100' A.UFFER TO THE USE OF A GARBAGE GRINDER. INVERT ELEVATIONS: AL WF#5 EDGE OF BVW USE HIGH 'DENSITY PIILYETHYLENE A GARBAGE GRINDER IS NOT LEACHING CHAMBERS 9x2x28' RECOMMENDED DUE TO RECOGNIZED S79',36',30- Illy* ADVERSE IMPACTS TO THE.LEACHING TOP OF FOUNDATION EXISTING A JIL AL 7 0' EXISTING FACILITY. 100.00, GARAGE N/F 4" INVERT AT BUILDING EXISTING B WF#6 WF#,BA BEVERLY11EBERMAN SIDEWALL 2' (9'+28') X 2 148 S.F. 9. EXITING INVERTS ARE TO BE CHECKED BY N/F BOTTOM 9' X 28' 25 2 S.F. THE CONTRACTOR PR40R TO CONSTRUCTION 4" INVERT AT SEPTIC TANK (IN) EXISTING C JILT. DONNA- & -JAY SWEENEY 38 STETSON ROAD THE ENGINEER IS TO BE NOTIFIED OF -ROAD EXISTING a - V JkUG ASSESSORS MAP 306 400S.F. ANY FIELD CHANGES THAT MAY BE 4" INVERT AT SEPTIC TANK (OUT) EXISTING D 43 STETSON I /#j / GRA L PUMPr. #38(#141) PARCEL 65 REQUIRED. ASSESSORS MAP 306 20' 2" INVERT AT PUMP CHA. IN EXISTING E 1.9 / lip. I EXISTING -4:) ,CHAMBER PARCEL 66 32 400 S.-F x 0.74 GPD/SF 296 GPD 10. *ELEVATIONS SHOWN HEREON ARE-BASED CO WF#700�e/ DWELLING LU EXISTING F ON TOWN GIS INFORMATION. THESE 2" INVERT AT PUMP CIA. (OUT) 4000� APPROX. ELEVATIONS ARE TO BE USM ,FM THE 9.3 2 G a! AL REQUESTING 11% REDUCTION 4" INVERT AT DIST. BOX (IN) WF#8 ox 001,.e LOCATION IN S.A.S. SYSTEM AREA SEPTIC DESIGN ONLY. AL A�,*� f N/F 9.15 H 50' BUFFER To OF 4" INVERT AT DIST. BOX (OUT) WF#9 eo'Z % A � . � (ALLOWS S.A.S. TO BE IN EASEMENT AREA) 0,10101111 . L All \ 4;� SEPTIC RUTH F. KEEFFE, TRUSTEE AL -EDGE OF ovw 111 SOUTHGATE ROAD SEPTIC K rq SYSTEM k ASSESSORS MAP 306 C) PARCEL 266 Cr 0 ' 9 BSC GROUP INVERTS AT LEACHING FACILITY: W 10 rl 4" INVERT AT BEGINNING ZONE- LOCUS INFORMATION 0 (fvv APPROX. 9.1 J BREAKOUT 9.5 0 E 0 657 Main Street, (RT. 28) Unit 6 OF LEACHING CHAMBER n Cv LOC411ON ELEV 11.0, TOP OF n N OF TEST 8 COASTAL BANK CURRENT OWNER: DONNA & JAY SWEENEY W.Yamouth Massachusetts ELEVATION AT BOTTOM Uj AL 104 ELEV 11.0. 0 P1 V,#1 LOT 10 7.1 0 02673 14,582± S.F. f a OF LEACHING CHAMBER 7.1 K COASTAL BANK IF - --I� TITLE REFERENCE: DEED BOOK 18757, PAGE 20E 508 778 8919 OP in IC7- OUS p.� co #43 OSED HA Y I �&�ME�NT OF EXCAVATION LINE BiTumm _j 2.1 L 0 EXISTING SEE NOTES 5 & 6 U!Go PLAN REFERENCE: 120/9, 1.66/7-F2, 557/25 ESTIMATED HIGH GROUNDWATER A BEDROOM 0 J 5? PROJECT TITLE: DWELLING 7.2 ASSESSORS MAP: 306 W 1 TOF 13.7' 7 -_ ''I'll DESIGN FOR WF#1-8 WF#20 WF#21 PARCEL- 66 WFP g I �F 2� N/F .00, OF BVW CONSERVATION COMMISSION lll;�c AL -`` UP CYNTHIA HOPE ZONING DISTRICT. RB SEWAGE DISPOSAL AL 101 SOUTHGATE ROAD SETBACKS: FRONT 20' WF#17 AL AL AL AL N/F ASSESSORS MAP 306 SIDE 10' 1.) THE SEPTIC REPAIR WAS APPROVED AT A MEETING OF THE Q SYSTEM REPAIR WF#1 6 PARCEL 265 REAR 10' .-BERNARD LEAH COHEN, TRUSTEES AIL BARNSTABLE CONSERVATION COMMISSION ON OCTOBER 12, 2004. AL WF#13 WF#15 051 5cdr* . ....... NOTES: 97 SOUTHGATE ROAD MINIMUM LOT SIZE: 43,560 FOR WF#14 ASSESSORS MAP 306 LOT 11 AL PARCEL 264 OVERLAY DISTRICT- AP JL #43 12,309± S.F. HAYBALES TO BE DOUBLE STAKED 9 -",0 N/F NITROGEN SENSITIVE AL AL 5778757 50 PHILIP HUSTETSONRROAaIUNGER CONTRACTER SHALL REMOVE HAYBALES ZONE: NOT A ZONE 11 ON LANE VARIANCES REQUESTED: STATE OF MASS. 47 &XAAALA J()-7.4s AL ASSESSORS MAP 306 UPON COMPLETION OF WORK. FEMA FLOOD AL A-10, ELEV 11.0 TITLE V: SECTION 15.104: PERCOLATION TESTING. AL PARCEL 282 WETLAND DELINEATION PERFORMED BY ZONE DISTRICT. CONSTRUCTED If DAVID J. PANEL #250001 0006 D NORMAN W. HAYES PWS, OF CRISPIN 40 ► AT DUE TO THE GROUNDWATER DEPTH A -THE -BSC GROUP, INC. (JULY 2004) CIVIL No..Mll PERCOLATION TEST COULD NOT BE PERFORMED. � CONDITIONS OF APPROVAL: EXISTING LEACHING PIT TO BE PUMPED, LOCUS PLAN: NO SCALE J38 (FMLY f 41.) PLAN VIEW • A SAMPLE WAS TAKEN AND A SIEVE TEST CRUSHED & REMOVED FROM SITE. E 1.) TOWN SEWER ON THIS STREET IS PROPOSED. UPON INSTALLATION OF TOWN STETSON LANE 0 WAS PERFORMED. SIEVE ANALYSIS PASSED. 0 - TOP OF COASTAL BANK 100 YR FLOOD .ZONE SCALE: 1' 20 FEET 0 SEWER, THIS PROPERTY WOULD IMMEDIATELY -HOOK UP TO THE SEWER. 0) (POLICY #: BRP/DWM/DeP-POO-4) ELEVATION 11, EXCEPTION AT THE N.W. HOUSE fn MAIN STREET HYANNIS CORNER WHERE THE ELEVATION IS AT 13. L y 2.) A THREE BEDROOM DEED RESTRICTION IS TO BE IMPOSED ON THE PROPERTY 0 10 20 40 FT. MASSACHUSETTS UNTIL SUCH TIME AS TOWN SEWER IS CONNECTED. INSTALLER TO HAVE tJGHT IN SEP11C AREA TITLE V: SECTION 15.203: TO ALLOW A 11% REDUCTION IN THE REQUIRED RELOCATED OUT OF THE WORK AREA. SQL PREPARED FOR: 0) FLOW OF 330 GPD. 296 GPD PROVIDED. CATHERINE DOYLE 10 VALLOWBROOK DRIVE (THIS ALLOWS THE SYSTEM TO FALL WITHIN VARIANCES REQUESTED: TOWN Of BARN STABLE PUMP CHAMBER DETAIL: Er FRAMINGHAM THE RECORDED SEPTIC EASEMENT). MA 01702 TO ALLOW THE LEACHING SYSTEM TO BE IN (508) 737-4774 STETSON TITLE V: SECTION 15.211: (1) TO ALLOW THE PUMP CHAMBER AND SEPTIC A COASTAL BANK IN LIEU OF THE 100' SEPERATION REQUIRED. USE EXISTING DATE: AUGUST 31. 2004 01: LANE w (n TANK TO REMAIN IN THEIR PRESENT LOCATION. COMP. DESIGN: K. HEALY p 3 'FROM •"EXISTING WATER LINE 'IN LIEU OF 10 TO ALLOW THE LEACHING SYSTEM TO BE 50.,V FROM THE PUMP AND FLOATS TO BE INSPECTED AND FLOATS TO CHECK: D. CRISPIN -EDGE OF WETLANDS IN LIEU OF THE 1-00' SEPERATION -REQUIRED. CYCLED DURING LEACHING AREA INSTALLATION. FLOATS N DRAWN: K. HEALY TO ALLOW THE LEACHING . SYSTEM TO BE IN TO BE TIMED TO CONFIRM CORRECT DESIGN FLOWS OF 83 GAL FIELD:: D. GAZZOLO / U. UcCARTIN o LOCUS A COASTAL BANK IN LIEU OF THE 50 TO ALLOW THE SEPTIC TANK AND PUMP CHAMBER TO REMAIN PER CYCLE. FILE NO. 8711-SEP.DWG ;z SEPERATION REQUIRED. IN THEIR EXISTING LOCATIONS AS SHOWN ON THE PLAN. DWG NO. 5554-01 SHEET 1 OF 1 A ' MI NIM 0 0 NIM M 0 1 0 101 D 0 0 0 0 _0 0 ''o 0 0 0 0 0 0 t5, o 0 o *00 oc 0 OF F HIGH \N DENSITY 00 00 POLYETHYLENE E .7 T 0 INF LRAT: 3050 00 0 LEACHING `CHAMBER R N nE A NEY A G PE A #3, 4 A Kl 3] HYANNIS HARBOR JOB NO. 4-8711.00