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HomeMy WebLinkAbout0220 HORSESHOE LANE - Health 22 ) HORSESHOE LANE Centerville A = 207 — 135 S M E A D KEEPING YOU ORGANIZED No. 12534 2-153LOR OSUSTAINABLE FORESTRY MIN.RECYCLED INITiATIVE CONTENTIO% C.rufied Fiber Sourcing POST-CONSUMER www.sfiprogremArg SF012p0 MADE W USA GET ORGANIZED AT SMEAD.GOM No. 7 — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpYication for Nsposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Locatio, Addres Lot No. a b_f{_0 T Owner's Name,Address,and Tel.No. � � 5t-tbE� ssess�/ ar 'cel M AP Q 0 7 LAAZCZL 13 78Y 1 a;t Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. QtQ LQ4Va,+u)n Sae -917 -01o53 1)0Wn SO '342 - y.syJ Type of Building: `p� Dwelling No.of Bedrooms v Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 gpd Plan Date 31 Z , JIL 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) -1 Sr142 10 C'l.b0x 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 Certificate of Compliance has been issued by this B�Heal . Sig ed Date Application Approved by Date 1 Application Disapproved by Date for the following reasons Permit No. l 7�' Date Issued o�c ) ------------ ---------------------------------- Fee THE COMMONWEALTH OF.,MASSACHUSETTS Entered in computer: .,PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE, MASSACHUSETTS Yes Construction 3permit - Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address,or.,Lot No ;"p j i_( ji '�{ ' "n,� -owner's Name,Address and Tel.No. Lj Asse�Map�arcel /1/r i� c�l) O/1 [ [t } Yh?l. v`Z �. r� (_jc k ��U 3" 5 Installer's Name,Address,and Tel.No. Designer"s>'Name,Address,and Tel.No. 13 G xLova I if)r) ' Z� i_� �7 -v�5' Gvin Ccc �"r j ..SUS' 3�2 - '( 5vI Ty lC Type of Building: �o r"'7 ,' , � .� � , Dwelling No.of Bedrooms y < — Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 1 1 ' Showers(; ) Cafeteria( 'l Other Fixtures ? ti D sign Flow(min.required) V � gpd Design flow provided L) J gpd Plan Date 3 I ) L 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)f 5 00 �Cd 5 112U �� I G d b U k 4 � . 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 Certificate of Compliance has been issued by this Boa.d of H Sig,ed Date Application Approved by Date / Application Disapproved by Date for the following reasons Permit No. CJ��' � � Date Issued �/ �� l --------------------------------------------------------------------------------------------------'----------------------------- ------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certifiratr of Compliance THIS IS TO CE TIFY that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by L 1\j CA-4 1 at 2 U c_,�. L cu j�_ has been constructed in accordance 7 with the provisions of Title 5 and the for Disposal System Construction Permit No��7 dated L l J�'a—/ 1-/ . Installer 'c(�4 j('�`� ."� t_` lJ�( Designer 1 J(1 Ni\1 i 1 ( �j),Ll b) #bedrooms Approved design flow © gpd The issuance of this permit all not/be construed as a guarantee that the system ill functio as designed. �. Date i p / � Inspector --------------------------------------------------'---------------------------------------------------------------------------------- 17 No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal bpstem Construction Vermit Permission is hereby granted to Construct( )1 Repair( ) Upgrade( ) Abandon( ) System located at ��(� �)1 ���` 1 lU�� l�E, l�) (_ (^��1 ( F'� V I 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. Provided:Construction must be completed within three years of the date of this perm' . Date ���Z ��/ Approved by Y Town ®f Barnstable Regulatory Services �oFsa�r Thomas F. Geiler,Director 13ARNSTABUAM. Public Health Division LE Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&DDesigLier Certification Form Date: N /0 1_1 Sewage Permit##oQP ���3 Ylsessor's Map\Parcel 2O7 Designer: 1�t?WNn ��1CtiIN�n K(G l[nsiaflflea: Address: MISiN �f Address: y&M IIA POU, M�7q '- � On was issued a permit to install (date) (installer) septic system at `ZZO b 0 CLGGS 14 06 t_.N,C.E_NT'-U 1 LL_C- based on a design drawn by (address) bA•fJ I EL & 04AL-A dated (designer) I certify that the septic system referenced above was installed substantially according to include minor approved char the design, which may m pp es such as lateral relocation of the g distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system.) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. a`y aANIELA. (Installer's Signature) ti oJALA CIVIL CA No.46502 CDf (Designer's Signature) (Affix Designe p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DMSION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUER➢ UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doe down cape engineering, inc. SIEVE SOILS ANALYSIS 220 HORSESHOE LANE CENTERVILLE, MA DATE OF REPORT: 4/5/16 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 220 HORSESHOE LANE, CENTERVILLE LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 148.2 SIZE ;WEIGHT RETAINED % RETAINED % PASSED ------------'-----.(sum)------------ 4--------------------_ - - - - 1" 0.0: 0.0%: 100.0% ------------- --------------------------A---------------------I------------------ 3/-- --------------------- =-A--------------0%:---------100.0% --------------r - 1/2" 0.0: 0.0%: 100.0% 3/8„----------------------------------O.Or---------------0.0%r---------1 00.0% -------------- ----------------------- ---r--------------------- ------------------ #4 0.0: 0.0%: 100.0% ------------- ------------------------------------------------------------------- #10 25.6: 17.3%: 82.7% ------------- -------------------- A---------------------� -- -- -- #20 ------------------- --— 29.4%� ____70--:-6-% #40---------;- 60.2: ------------40.6%: 59.4% '-----------'-r..........................Y---------------------r._.._.___.___.___. #50 76.5: 51.6%: 48.4% -------------- ------------------------ v---------------------•------------------ #80 115.4: 77.9%: 22.1% #100 ------- ------ - 124.2�-------------83.8% ------16.2% .-------------{..........................A--------------------- ------------------ #200-------- --------------------144.4:_ 97.4%�------------2.6% ------ -------------------- PAN: 147.8: 100.0%; 0.0% -----------------------------------1----48.2;--_---------------------------------------- SAMPLE: NOTE:TEST ON PASSING#4 ONLY, 12.6% RETAINED ON#4<45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3(FINE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1<2 MINAN. MATERIA .(¢7 C M/SF) NONCOMPACTED ���ZH OFM,, SOIL DESCRIPTION: FINE SAND W/GRAVEL o� cy� � DANIELA. o OJALA CIVIL Cn No.46502 O��' V Town of Barnstable Barnstable Board of Health BARNWABLE. 200 Main Street, Hyannis MA 02601 y MASS. 1639• 'OrFa�,ur s 2007 Paul J.Canniff,D.M.D. Office:508-862-4644 Junichi Sawayanagi FAX: 508-790-6304 Donald A.Guadagnoli,M.D Alternate:Cecile Sullivan,RN,MSN BOARD OF HEALTH MEETING RESULTS Tuesday, October 24, 2017 at 3:00 PM Town Hall, Hearing Room 367 Main Street, 2nd Floor, Hyannis, MA I. Variance — Septic (also see Item W A. J.E. Landers-Cauley Engineering representing Dennis Kerkado, Trustee, Bayridge Realty, LLC — 186 'Bay Road, Centerville, Map/Parcel 186-026, 1.15 acre parcel, failed septic system, requesting one variance. Jack Landers-Cauley explained that he re-designed the plan for the four bedroom house (instead of the three bedroom plan originally submitted) and distributed the revised plan dated 10/20/2017 to the Board which contained few changes. The Board voted to continue this item to the November 28, 2017 meeting. B. J.E. Landers-Cauley Engineering representing Linda Kaye Linde, owner—42 Route 130, Cotuit, Map/Parcel 010-006, 1.08 acre parcel, failed septic system, multiple variances requested. The Board voted to grant the variances with the following conditions: 1) a revised plan will be submitted which will add the septic setback to well, 2) a two-bedroom deed restriction will be recorded with the Barnstable County Registry of Deeds and 3) an official copy will be supplied to the Public Health Division. C. Daniel Ojala, Down Cape Engineering, representing Brian Buttrick, owner— 220 Horseshoe Lane, Centerville, Map/Parcel 207-135, 0.23 acre parcel, two setback variances. The Board voted to grant the variances with no conditions II. Sewer Connection Deadline — Stewart Creek Area: A. Dennis and Vicki Marchant, owners — 31 Paine Avenue, Hyannis, Map/Parcel 289-119- 001, requesting deadline extension. The Board voted to extend the deadline to connect to sewer to May 30, 2018. B. Jack Greenslade, owner— 27 Betty's Pond Road, Hyannis, Map/Parcel 290-084, requesting deadline extension. Page I of 2 BOH 10/24/2017 TOWN OF BARNSTABLE LOCATION ZZO laorscsl,oc-- LO SEWAGE# 20In - 399 VILLAGE C McryI11c-- ASSESSOR'S MAP&PARCEL Z0'1- ►3S INSTALLER'S NAME&PHONE NO. �;4,09 14`1%7- OGS3 SEPTIC TANK CAPACITY /SDO 14 ZO LEACHING FACILITY:(type) SOgo-1 Q C (size) 13 s ZS x Z. NO.OF BEDROOMS .3 OWNER ic. PERMIT DATE:101 ZS I 1`7 COMPLIANCE DATE: O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet .Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Al- e3'9' A3' 3$ " Ay. 3 9t 8 0 00 - 0 r of TKE r� Town of Barnstable Barnstable ly Board of Health 'IeicaCi BAxnsrABLE, • 1 I. 9 MASS. 200 Main Street,Hyannis MA 02601 i639. �0 �lf0 MA1° 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. 4 December 4, 2017 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 220 Horseshoe Lane, Centerville, MA A= 207-135 Dear Mr Ojala, You are granted variances, on behalf of your client, Brian Buttrick, to construct a replacement onsite sewage disposal system at 220 Horseshoe Lane, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 5.0 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located 7.4 feet away from a subsurface drainage easement, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The leaching facility will be located 8.9 feet away from the full foundation, in lieu of the twenty (20) feet minimum setback required. The 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 Department of Environmental Protection. (2) The system shall be installed in strict accordance with the engineered plans dated March 21, 2016. Q:\WPFILES\Ojala Buttrick 220 HorseshoeLane Variances 2017.docx (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated March 21, 2016. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the small size of the parcel and due to its close proximity to wetlands. Sincerely yours, (� aul . an ' , D. Chairman Q:\WPFILES\Ojala Buttrick 220 HorseshoeLane Variances 2017.docxOjala Buttrick 220 HorseshoeLane Variances 2017.docx -TICS �FZF9E 1p� DATE: �On FEE: * BARN STABLE, *' tKnas? REC.BY: 13-( �FG �A Town of Barnstable SCHED.DATE: - Board of Health k �In 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION Property Address: 2-2-00►rStS D ►'l,Q / Assessor's Map and Parcel Number: w� Size of Lot: 2-3 a C Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: i✓I&A O w90'► e-k Phone Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME (� CONTACT PERSON r Name: r I l rl C Name: �1JGl�'1'Pit 0 ct l VJ Ot t Q Address: , ,s /" jC141+6L, )ICIve , i4,pt• ` a Address: 7J MlLIel f GLYMdic7'�l. d rf [ M4 041 Z r Phone: V a N. Phone: ( � 36a- Ysyl EMAIL: ow)n Ca,as OWACAW, CpM VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) �o /1 7 tor__ e NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. Five(5)copies of the completed variance request form — Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. — Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) — A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian — Signed letter stating that the property or business 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—Five(5)copies of full menu submitted(for grease trap variance requests only). — $95.00 variance request application fee collected (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]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design September 28, 2017 Craig J.Ferrari,E.I.T.,S.E. site planning Barnstable Board of Health 200 Main Street sewage system Hyannis, MA 02601 designs Dear Board Members: inspections Enclosed is a variance filing request for#220 Horseshoe Lane, Centerville. On behalf of our client, we are requesting the following variances: permits Variances from 310 CMR 15.405 ("Maximum Feasible Compliance"): (1a) reduction in setback,SAS to lot line (10'to 5') and SAS to (surface)drainage easement (10'to 7.4') (1b) reduction in setback, leaching facility to full foundation (20'to 8.9') The site consists of a 0.23 acre lot, improved with a 3 bedroom dwelling. The dwelling is served by a cesspool,which lies to the rear of the dwelling and is within 100' of a wetland. The plumbing will be reversed to come out the front;the new system will be completely in A the front yard, all greater than 100' to the wetland. No construction work is planned. The new leaching facility is situated as far from the wetland as possible. The base of the leaching facility is 5' above the adjusted water elevation. Due to site constraints,to include the positioning of the dwelling, presence of a surface drain, and the presence of a wetland and a waterline which affects placement,variances are necessary to the lot lines and to the foundation. A liner is proposed between the foundation and the SAS. We feel that by granting these setback variances the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Very truly yours, l Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: B. Buttrick t .:. .4 •'� ��"e 4 ` ., y a'' �. - �. �:x r; ia"�f� t- Y{£,� `�� i.p,3 - .fie i.*,. tt' e '177 " - � - �- h '3Y. yy,. 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SIEVE SOILS ANALYSIS 220 HORSESHOE LANE CENTERVILLE, MA DATE OF REPORT: 4/5/16 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 220 HORSESHOE LANE, CENTERVILLE LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 148.2 SIZE :WEIGHT RETAINED % RETAINED % PASSED (sum ) -------------- --------------------------4--------------------r------------------ 1" 0.0: 0.0%: 100.0% 3/4" - --A--------------0% -----100.0% 1/2" 0.0: 0.0%: 100.0% #4 0.0; 0.0%: 100.0% -----------__-•--------------------------b-----------------_---'--._-.-_---------- #10 25.6; 17.3%: 82.7% ----------------------------------------a---------------------�-- ---------- #20 5 9 - - - 43: -�-------------2 .4%L-------- - ?0:6% #40 60.2: 40.6%: 59.4% #50 76.5; 51.6%; -------------- ----------------------- -----------------------•------------------ #80 115.4: 77.9%: 22.1% ------------I--------------------------a---------------------� - --- ----------- #100 -------------------1 --:-A- ----83 8%� 16.2% #200 144.4: 97.4%: 2.6% -------------- - - --- -- -------------------------------------------------- PAN:-------- ------------------- 1 47_8=------------100.0%:_ ------------0.0% SAMPLE: 148.2; NOTE:TEST ON PASSING#4 ONLY, 12.6% RETAINED ON#4<45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3 (FINE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97% SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL (0.74 GPM/SF) NONCOMPACTED SOIL DESCRIPTION: FINE SAND W/GRAVEL 939 main street rt as tat•(608)3624541 Yamlouth von fax Ow 382-9080 Maas 02675 down cape engineering, inc ION cowl civil 8170e9173 8 lend surveyors eurv•y 02MMA.Oj*,RE.,P.LA Am•H.di•li,p.e.,P.L,8. D•nbl E.Goneakea,E.I.T,8.E. etrudural 0•elpn G�Ip?.Fsrteai,E.l.T„S,E. September 28, 2017 "war system deeipna Re: 220 Horseshoe Lane inepeclione wr�la To the Barnstable Board of Health I hereby give my permission for Down Cape Engineering.to represent me at the upcoming public hea ag. Owner/legal representative datt Z 'd 08c0 'IN DAH VAAL S1NNVAH NJdOE e I CZ '3Z S AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '207135' Direct abutters(no set distance) and the properties located across the street. Total Count: 6 �� Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityState2ip KAMROWSKI, KAMROWSKI FRAMINGHAM,MA 207080 RICHARD&DEBORAH CENTERVILLE REALTY 12 BRADFORD ROAD 01701 18799/229 S TRS TRUST KUHN,CHRISTOPHER 207093 P&HINCKLEY, 49 WEAVER ROAD CENTERVILLE,MA C170416 PENELOPE 02632 207098 ADAMS,CHRISTOPHER WWC REALTY TRUST 230 HORSESHOE LANE CENTERVILLE,MA 24231/56 C TR 02632 207099 AYLWARD,JOANNE M 217 HORSESHOE LN CENTERVILLE,MA 18292/87 &JEANNE T 02632 207134 FOGG,BEVERLY A 221 OLD COUNTY RD PO BOX 418 EAST SANDWICH, 22152/174 MA 02537 207135 BROGAN,PETER G TR C/O BUTT-RICK,MARTHA 220 HORESHOE LANE CENTERVILLE,MA 02632 17406/39 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 9/28/2017. r http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 9/28/2017 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.gala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E structural design September 29, 2017 Craig J.Ferrari,E.I.T.,S.E. site planning Dear Abutter: sewage system designs A public hearing has been scheduled for the Barnstable Board of Health to take action inspections on a request for variances from the Town of Barnstable and Title 5 Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system at 220 permits Horseshoe Lane, Centerville. The variances requested are as follows: Variances requested under Title 5: Under Max. Feasible Compliance 15.405 (la) Reduction in setback, SAS to Lot Line (10' to 5.0') & SAS to Drainage Easement (10' to 7.4') (lb) Reduction in Setback, SAS to Foundation(20' to 8.9') Said hearing will be held in the Hearing Room, 367 South Street, Hyannis, October 24, 2017 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date&time if you are interested in attending. Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering cc: file Map Page 1 of 1 Town of Barnstable Geographic Information System New search I Home I Help Parcel Viewer Custom Map Abutters Map Size ®■ Zoom Out n (.� •'r 'WI Q _ _ I's 3PG Map: 207 Parcel: 135 Full •a rti Property 207097001 - 207165 - 227103 Location: 220 HORSESHOE LANE Info 7pg3 207097002 T/203"' 277094 /18 9284 139 20709200T'207158 207150 A78� - /55 N 15 ®32 .227182 Owner: BROGAN,PETER G TR N259 207097003 207087004 .`207092 207157 058 7154 - N279 0205 / /40 227151 724 N 04 Add/Subtract O�Add Mailing Labels �/29001 ' p�r �159. a Subject Parcels 0 Abutter List for .20710, 207I60 227174J 227173 207085002 - •N,g1Y - M45 - 057 /87 Map&Parcel 207080 028 227111 Location 227 HORSESHOE LANE N91( 207084 _ Owner KAMROWSKI,RICHARD&DEBORAH S 8 38 .2070g8i:il::" � .?;j.•. TRS >A:230 Ma &Parcel 207093 I, oa 207093 P - .,rux 7135 /40 Location 49 WEAVER ROAD 20708�207080 N220 Owner KUHN,CHRISTOPHER P&HINCKLEY, /02 A227�Efi ::°°.207134::z(El; lS?::"'F:i:`;::i:::::.:.::?;::'::;: _!:'':i<-. PENELOPE 207082 . 20769 � 1 /217 N 82t0 Map&Parcel 207098 ®�Al 207117 -�7119 -207133 ` Location 230 HORSESHOE LANE • B50 0711 0713 207118 207132�''' 207091005 Owner ADAMS,CHRISTOPHER C TR 190.140 1 jam\ Ma &Par 12 7 I` Parcel 0 099 2M734 20.7t21 207131 !"`iii>:'' N40. P 207115 (.,,, 8193 /190 107130� Location 217 HORSESHOE LANE 207122 81i0 Owner AYLWARD,JOANNE M&JEANNE T 207081 207115 � 9183 207120 Map&Parcel 207134 271144 Location 210 HORSESHOE LANE -881 %47 8S8 2N213 201 207124 81�0 /25 207112 \N153" Owner FOGG,BEVERLYA 207125 17 013 N 152 207091004 Map&Parcel 207135 71 2X74 207p1 # 7 Fee 20p511 N49 Location 220 HORSESHOE LANE 207127 �. i 144 Owner BROGAN,PETER G TR Board of Health Copyright 2005-2010 Town of 8amstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.6374[Production] http://maps.townofbamstable.us/arcims/appgeoapp/map.aspx?propertyID=207135 9/28/2017 0j, c Town of Barnstable P# i Department:of Health,Safety,_andl v r..onmen:tal Services Public•Health Division Date 367 Main Street,Hys::anis MN02601 3 eexrterne� � ;�°rF 39. Date Scheduled �� ZJ� ,� Time- �- � Fee Pd.4// G01 00 m Soil Suitability Assessment,for Sewage Disposal � Performed By: Yan r-e I .601)�z I.V�e ? Witnessed B�: � G^✓i :.. .:.:.....:..I .N......... ....:..:.:.:: .:::<«<;:::>>> :>:>;:> ... . : : >.......... ......... Location AddressZ 4p✓Jl. 1d2 Owner's Name 6 14 r1k C ✓ .............................. ��e, :Address Assessor's Map/Parcel: a 7 Engineer's Name 9 NEW CONSTRUCTION REPAIR Telephone# dP d'6d 5 Land Use LO.IA n Slopes(%) G Surface Stones /"off e Distances from: Open Water Body W 0 ft Possible Wet Area ' (V ft Drinking Water Well, �0 ft /G�/ / Drainage Way ft Property Line •� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) p� n � � gad 4@0 �_ Gu ulctA Parent material-(geologic) — Depth.to Bedrock .. Depth to Groundwater: Standing Water in Hole: 10/ Weeping from Pit Face /0 Estimated Seasonal High Groundwater ................................................................................................................................................:................................................................................. Melhod iJsea:".......•....52 e "»•;;;>:<•;;;;:;;:;;::.;:":.;:";::::.;:";:.;:.;;:.;:";:;.;:;.;::.;:";;: :::>:>: ."1.:.: ;;;;:.;:.;:'•;:.;;::.;;::•;:»>:>;r:::":":•;;:•:::•:"::::.;:•;:;;•: (�6 V Depth.Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#WV?q-Reading Date:`. Index Well level..;__ Adj.'factor Adj.-Groundwater Level_ ;<:`'`.''':<`«,'«.`:': °`:`<`«:<:`<',:::`:"....P o A. . .. . .TE.S�T.................n. tl..........:..........7 trt�.......... ........ Observation Hole#' Time.at9" Depth of Perc S:Ru 0 CI Time at6" Start Pre-soak Time® Time(9"-6") End Pre-soak Rate Min./Inch Situ Suitability Assessment: Site Passed Site Failed:=n Additiopa,l Testing-Needed(Y/N) '/�"/ Original: Public Health Division Observation Hole Data To Be"Completed on Back j Copy: Applicant Depth from Soil Horizon Soil)Tezfure Soil Color : Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Gravell 6y- z �w. Ida-ryy �� rifts ;:. :]DEEP:::UB:�EI2VATIU..........:::::::::::::::.:::::::::.....::.::.::.:::::::::::::::::.:...............�.,....�..�.,.:;.::.;;:::.:::::::.:;:::::::::.:: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.00 r G—fit F, tl � i&-/;-> C/ L C2 14 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (iviunsell) Mottling (Structure,Stones,Boulderes. onsistena.°o el sin .... . .. . . ......: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistencv.°o Gravel) Flood Insurance-Rate Mao: / Above 500 year flood-boundary Nov Yes Within 500 year boundary No— Yes V Within 100 year flood'boundary No_ Yes .t Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on Ell �I (date)I have passed the soil evaluator examination approved by the Department of-E6vironmental"Protection.and that the above analysis was performed by:me consistent with � p the required training,expertise and expe rience described in 310 CMR 15.017. Signature , / �`a ��- Date Postal C CERTIFIED o RECEIPT s ,-a Dmestic Mail Only � .rFor delivery information,visit our website at www.usps.comO. ru 0 F F I C I m Certified Mail Fee m 3 35 ; a $ C1 A Extra Services&Fees(checkbow addaLF app ate) Q rq ❑Return Receipt(hardoopy) $ .� O ❑Return Receipt(electronic) $ •ti" Pos p ❑Certified Mail Restricted Delivery $ fF�e O ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ 0 i NPostage !/� m $ `1 d�b� ,� hol, r.9 Total Postage and Fees ! - m $ 6 v Sent To r9 -- -----I .`f �C ---- --- -- - Street and t.No.,orlbox No Ctty Stife�e.ZIP+4� --- ----------� ,r L PS Form :11 April 2015I I 000•I• Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. 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USPS postmark If you would like a postmark on ' ■For an additional fee,and with a proper this Certified Mail receipt,please presentyour endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.H you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, i complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7630-02-000-9047 P• Service"CERTIFIED oRECEIPT Ire o Domestic 0 m Certified Mail Fee m JJ) t a $ Extra Services&Fees(check bar,add as app date) rq ❑Retum Receipt(hardcopy) $ 3 � • Fj�,l p ❑Return Receipt(electronic) $ ( ! mark'* p ❑certified Mall Restricted Delivery $ `%�� ere O ❑Adult Signature Required $ h i O []Adult Signature Restricted Delivery$ ± ru Postage e �^, `I{'j"'7) Ln $ t� rq Total Postage and Fees / - (� ul Sent To b J � II y t - -- --- r, Street andW N"o., No. •�• — �--••--- -••• ••- y�yi�:LL`,, ,-'--•. Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipients retail associate. i signature)that Is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which •Certified Mail service is notavailable for requires the signee to tie at least 21 years of age international mail. — and provides delivery to the addressee specified. ■Insurance coverage is not available for purchase by name,or to the addressee's authorized agent' with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items.:, USPS postmark.If you would like a postmark on •For an additional fee,and With a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.. , electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPONAUr Save this receipt for your records. PS Form 3800,Apd12015(Reverse)PSN 7530.02-000.9047 ` U.S. PostalTM CERTIFIED MAILoRECEIPT, .. Only' mFor delivery information,visit our website at wwwusps.coml. �ru m Certified Mail Fee c � d $ (�•c}� SS� Extra Services&Fees(check box,ad as Warn) A r-q ❑Return Receipt MardcopY) r ❑Return Receipt(eiedmnic) $ b ark 14 O ❑Certified Mail Restricted Delivery $ O �' �3lllt > O ❑Adult Signature Required $ 6Rdt ❑Adult Signature Restricted Delivery$ NPostage Y � Ln $ �`w cl �y ra Total Postage and Fees / _ S6 u-) $ 6 t-q Sent To t � ---- - r $freetanrlAPt N.,orP"�o Ko. 11V city;"siaie;fib+d•-- -�-------------�},9------��,�;-�-�=- - ` Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). I for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the. ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is not available for requires the signee to be at least 21 years of age International mail. .d and provides delivery to the addressee specified ■Insurance coverage is'notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mall receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you dovi't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the bamoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. Ps Form 3800,April 2015(Reverse)PSN 7530-02-000.9047 PostalTM RECEIPT CERTIFIEU MAIL Io Domestic Mail Only )r m Fordelivery information,visit our website at www.usps.corrill. ti m Certified Mail Fee as Extra Services&Fees(check box ad a gs pdate) r-9 ❑Return Receipt thardcop➢) C ❑Return Receipt(electronic) $ �1�p gtma C3 ❑Certified Mail Restricted Delivery $ Here sty O ❑Adult Signature Required $ O []Adult Signature Restricted Delivery$. Postage . /ru t �s 10 r-9 Total Postage and Fees 'S, $ Lrl r:1 Sent To �o ---- o 1�------- --- -- - - --- ------ rStreetandAptA(o,orFl Box _ t city,�iaie,ztP+a Lt C :�r r rr rr,•r, Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the . ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service" Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders. Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service Is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing,it should bear ii. certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Retum Receipt,attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530-02-000.9047 ` -postalTM CERTIFIEDo RECEIPT r CO Domestic Mail Only w Er Im -For delivery information;visit our website at wwwusps�. nj OFFICIAL USE I fm Certified Mail Fee &5 III $ I Extra Services&Fees(checkbo;add es hvdate) SdJn rq [IReturnReceipt(hardcopy) $ O ❑Return Receipt(electronic) $ t Postmark Q ❑Certified Mail Restricted Delivery $ '7 Here •4 O ❑Adult signature Required $ t p ❑Adult signature Restricted Delivery$ 3-,� C3 Postage � ru Ln $ ° a r-j Total Postage and Fees $ � Sent To fJ-� rc- � Street andApf: .,or O I3ox No. - - � - -- iVo s------ `[ - -------1----.,=�=u-°-- City,$fate,ZIP+4 --� ------,,•.ra.V---- �y l "C� Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that Is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mall service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age intemational mail. and provides delivery to the addressee specified ■Insurance coverage Is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retaiq. of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is insurance coverage automatically Included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for the following services: postmarking.if you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barceded portion- of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. PS Form 3800,April 2015(Reverse)PSN 7530.02-000.9047 • • . ON DELWERY ■ Complete items 1,2,and 3. A. Sig ture ■ Print your name and address on the reverse X A so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B. Received by lF inted Name) C.Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes /��✓� If YES,enter delivery address below: ❑No vit!(P M� DoL63a— '�" I 3. II I IIIIiI IIII III I III I i II II I III I I II II III II i I III Service Type ❑Priority Mail Express 13 ® .❑Adult Signature ❑Registered MaIITM ❑Adult Signature Restricted Delivery ❑De istered Mail Restricted 9590 9402 2740 6351 2667 92 9ceruiled Mail® �ery Certified Mail Restricted Delivery ❑Marohandec Receipt for ❑Collect on Delivery 2. Article Number_ffransfer from service -el) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM ❑Signature Confirmation 7 015 1520 0,001 1332, 4;0 0? z; jstricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN M30-02-000-9053 Ll t ,-i et Domestic Return Receipt 'I USPS TRACKING# First-Class Mail Postage&Fees Paid USPS Permit No.G 10 I I 9590 9402 2740 6351 2667 92 I ' United States •Sender:Please print your name,address,and ZIP+40in this box* Postal Service I gown Cape Engineering,-Inc. 039 Rte 6A=Suite C I Yarmouth Port MA 02676 �l 1 . COMPLETE • ON ■ Complete items 1,2,and 3. A. Signatur ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. f ❑Addressee ■ Attach this card to the back of the mailpiece, ec 'by( nted Name-]] C.Date of Delivery or on the front if space permits. 1. Article Addressed to: r D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: p No 00 I I �1 IIIIIIIII IIII IIIIIIIII II III III III I I II II II III 3 Service Type ❑Registered llrm ❑Adult Signature ❑Registered Mail duft Signature Restricted Delivery ❑R Istered Mall Restricted 9590 9402 2740 6351 2615 37 Ceertrt f d Mail Restricted Delivery ❑ified WHO Dell Receipt for ❑Collect on Delivery Merchandise 2.Article Number,(Mansfer from service IN ❑Collect on Delivery Restricted Delivery ❑Signature Confirmatlonrm f --..--°lail ❑Signature Confirmation 7 015 1520 0001 1332 3 9?0 !ail Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 &-cf-P, Domestic Return Receipt I USPS TRACKING# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 94ft-tM 6351 2615 37 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 I ' j 3t j jjj ley j ijj yy �` - Idj iaiI� {: '• +}lis ii�j -i3F{ il'Eiditi l{j Fii.i:s1.174 ii:l� .lr I J I• StNDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,atid.3. A. Signature, ® Print your name and"address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B.'Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No 'Uo ���es��e , ��—�,� l fie, ��O�b�d a- COA 3.Il I IIIIII I'll l�l I III i I ll Il Ili I I III I III I�II III ❑Adult Signatturre ❑Regce Type 0 isterMail ed M�pu Adult Signature Restricted Delivery ❑Revery Mail Restricted 9590 9402 2740 6351 2615 51 certified Mall® Delivery Gertifled Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTm 2. Article Number(Transfer from service label)_- _ - _ —_ __--_1 ❑Signature Confirmation r 7 015 .15 2 0 0001 1332 3 9 9.4 Restricted Delivery Restricted Delivery il ' rr PS Form 3811,July 2015 PSN 7530-02-000-9053 iti n G4 Domestic Return Receipt LISPS TRACKING# j First-Class Mail Postage&Fees Paid I USPS I Permit No.G-10 I 9590 940�" 7� 6351 2615 51 I United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service Down Cape Engineering, Inc. 939 Rte 6A= Suite C Yarmouth Port MA 02675 11f„ '1i':11J11111i1111111d 11 111 41,11lill1111,1 j COMPLETE • •MPLFTE-THIS SECTION ONDELIVERY ■ Complete items 1,2,and 3. I ■ Print your name and address on the reverse X gent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, Me' end by ripted N me) C.D of Delivery or on the front if space permits. S° /U r1t. Article Addressed to: D. Is delivery address different from item W 0 Yes If YES,enter delivery addre elow: ❑No I Cep f�✓�1 f II I'lll'I IIII ICI I III I I II II III I I III I1tit I IIII I(III e Type � ❑P'ontMail ress® ❑Adult Signars ❑Registered M duIt Signature Restricted Delivery ❑Re3. Servic vIstared Mail Restricted ted rtifled Mall® Deay 9590 9402 2740 6351 2615 44 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number ffransfer from service label) _ Collect on Delivery Restricted Delivery ❑Signature ConflrmationTm fail ❑Signature Confirmation .y j e Ci 0001 1332 3987 -.r fait Restricted Delivery Restricted Delivery —. . . _ �0) PS Form 3811,July 2015 PSN 7530-02-000-9053 (k t ex Domestic Return Receipt OrrK W# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 2740 6351 2615 44 United States °Sender:Please print your name,address,and ZIP+4®in this box• Postal Service Down Cape Engineering, Inc. 939 Rte 6A= Suite C Yarmouth Port MA 02675 III f.dl lii�iii its fiJill Itl i i u!I i fly i I i i It i f ALL LL SYSTEM PROFILE SYSTEM MARK D WITH CMAGNETIC TTAPE AOR BE NOTES hoc NOT TO SCALE NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT ( ) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS TOP FOUND. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE s 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING aco O \ EL. 17.6 17 0' VER O FILTER FABRIC OVER STONE 15.0'_16.0'2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM. PIPE PITCH TO BE 1/8" PER FOOT. Locus •��� ��� MINIMUM .75' OF COVER PRECAST 4. DESIGN LOADING FOR ALL PROPOSED PRECASTPRE �"�' •ti BLOCKSTORISERS UNITS TO BE AASHO H-10 m o ..a. 4"OSCH40 PVC n� orseshoe Ln PIPES LEVEL 1ST 2' MORTAR ALL 5. COMPONENTS INVERT IN 12.8' S. PIPE JOINTS TO BE MADE WATERTIGHT. 4' 4' ..,. ENDS TYP. SIDES 63' Q_ ° IN ACCORDANCE 1 WITH 310 C 15 000 (TITLE ) Laaa 6 CONSTRUCTION DETAILS TO BE ` E13911 10" 0000 000a o o0 0"�Anmm MR T 5.1500 GAL H-20 00�� O �0�0 �®C70- °°° °°o°°13.41 ' ° ° ° ° = R SEPTIC TANK TEE ,.:�_ o 0 0 0 0 0 °13.66' TEE o00000000000 0 ° ° °°o Do 0�0Do�����0 �����o D�Do�0 ;oo°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND h o��o�o�'0o�o� N >000 oa oa o 0 0 0 0 0 O O O O O 'o°° HHc BeaGAS BAFFL ®�]�0�00 °g NOT TO BE USED FOR LOT LINE STAKING OR ANY St. Lon ` 4' LID. LEVEL (ACME OR EQUAL) 13.12 12.95 °°°°°°°° 10.8 OTHER PURPOSE. 6" MIN. SUMP ' = 12" MIN. INT. DIM. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0000 o000000000000000000000000000000000000 (2.) UNITS REQUIRED OR EQUAL. 0000000�0 0�0�0�000000000�0�0�0�0 0�0�000'0 3/4"-1-t/2" DOUBLE WASHED STONE 4' MIN. 9. COMPONENTS NOT TO BE BACKFILLED OR Nantucket ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [2]) o HEALTH AND PERMISSION OBTAINED FROM BOARD Sound 2.5 % SLOPE) OF HEALTH. (MIN. (�_% SLOPE) ( 1 % SLOPE) LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP FACILITY CALLING DIGSAFE FOUNDATION 10' 29' D' BOX 17' VERIFYING THE LOCATION OF ALL UNDERGROUND(1-888-344-7233) AND PUMP CH E RGROUND & NOT TO SCALE B' R OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALL VERIFY THE LOST] VkL� UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 5.8' ADJUSTED WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM GROUNDWATER ASSESSORS MAP 207 PARCEL 135 11. ANY UNSUITABLE MATERIAL ENCOUNTERED *NOTE: INTERIOR PLUMBING TO BE RAISED & SHALL BE REMOVED 5' BENEATH AND AROUND THE RE-ROUTED TO EXIT THE DWELLING IN LOCATION PROPOSED LEACHING FACILITY. VARIANCES REQUESTED: SHOWN ON PLAN VIEW. PLUMBER TO CONFIRM UNDER MAX. FEASIBLE COMPLIANCE 15.405: FEASIBILITY PRIOR TO INSTALLING ANY PORTION 12. EXISTING LEACHING FACILITY SHALL BE PUMPED OF THE SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN (la): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.0') & SAND. SAS TO DRAINAGE EASEMENT (10' TO 7.4') (lb): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 8.9') PROVIDE 26' OF 40 MIL LINED AT 5' OFF SAS IN AREA SHOWN. TOP AT ELEV. 13.6', BOTTOM AT EL. 9.6't SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED ' A PROX. DRAINAGE P/ Lo ION �° - �� DESIGN FLOW:' 3 BEDROOMS @ 110 GPD = 330 GPD :. EASEME ,6 DRAINAGE° , USE A 330 GPD DESIGN FLOW 15 SEPTIC TANK. 330 GPD (2) = 660 v USE A 1500 H-20 GAL. SEPTIC TANK EXISTING SURFACE DRAIN FOR ROAD RUNOFF ' 4 7 _ o TH � LEACHING. TEST HOLE LOGS LOT 27 5 \ N SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD .23 AC. 16 \ BOTTOM 25 x 12.83 (.74) = 237 GPD ENGINEER: DANIEL E. GONSALVES, SE #13587 TOTAL: 472 S.F. 349 GPD ON TING BENCHM RK \ � WITNESS: DAVID STANTON, RS 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 76 DWELL \ CORN E OF EP TOP OF FNDN EL. = 1 \ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DATE: 2/22/16 AROUND PERIMETER OF LEACHING FACILITY, 16. N� O $• \ DOWN TO SUITABLE SOIL LAYER. REPLACE 0 EL. 1 WITH 4' STONE ALL AROUND INCH MIN 2< WITH CLEAN MED. SAND, TO MEET \ PERC. RATE _ / SPECIFICATIONS OF 310 CMR 15.255(3) O\ \ oo \ G� �� 50 00 P �l o \ CLASS I SOILS P# 14960 "y N� l o+ ELEV. ELEV. 1 2 14 0'. 0Olt4 14.0, Olt � � ��ti��� � O � \ M A O \p \ \ APPROVED DATE BOARD OF HEALTH pRJ / 1°6 QPJEp 15•00\ \\ TITLE 5 SITE PLAN FI LL FI LL 17\ OF NOTE: INTE PLUMBING TO BE RAISED L 20 0 & REROUTE PLUMBER TO CONFIRM 1S n FEASIBI�LI IOR TO INSTALLATION OF ( 2 2 O HORSESHOE LANE \� N ORTI N OF THE SEPTIC SYSTEM 1 n 84$) 7.0' 86" 6.8' CENTERVILLE, MA LEGEND- , PREPARED FOR SIEVE Ct Ct LS LSBRIAN BUTTRICK W/ POCKETS W/ POCKETS 99 - EXISTING CONTOUR OF M/CS OF M/CS X 99'1 EXIST. SPOT ELEV. DATE: MARCH 21, 2016 120" 1 OYR 5/6 4 0' „120 1 OYR 5/6 4.0 99 PROPOSED CONTOUR REV: OCTOBER 5, 2017 (SIEVE) GROUNDWATER ADJ. DATA: =� 198.4] PROPOSED SPOT EL. � OF"� ' R �NOFV off 508-362-4541 WELL: MIW 29 <. 5 C2 C2 THt c; a �(�� I fax 508-362-9880 ZONE: B <. / _�, % AN1E_L 1st M CS M CS TEST HOLE 4 LA may downcape.com / / ADJUSTMENT: 1 .8 E 'I '' "' • i,„ 4� '?0 down cafe engineering Inc. 1OYR 5/6 1OYR 5/6 (FEBRUARY) 2' SLOPE of GROUND • opt S `. 144" 2.0' 144" 2•0' Scale: 1"= 20' UTILITY POLE civil engineers land surveyors GROUNDWATER ENCOUNTERED AT 120" EL. 4.0 r,C FIRE HYDRANT ` 2 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. ��� ��®�� 0 10 20 30 40 50 FEET NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING YARMOUTHPORT MA 020 85BUTTRICK.DWG ALL SYSTEM SHALL SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPE OR BE NOTES NOT TO SCALE) NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT ( COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM 15 � coo• TOP FOUND. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE EL. 17.6' FILTER SFABRICOOVERO TONES °cO Locus \ 2. MUNICIPAL WATER IS EXISTING 17.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 11 5.0'-1 6.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.BLCCKS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 4"0SCH40 PVC PRE.CASTORISERS UNITS TO 6E AASHO H-LQ m� PIPES LEVEL 1ST 2' MORTAR ALL INVERT IN 12. ?c orseshoe Ln� / COMPONENTS 8 5. PIPE JOINTS TO BE MADE WATERTIGHT. 4 _ ENDS (TYP SIDES 13.63 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ZoOp F391 * 10" 1500 GAL H-20 14" ( ) aaa� O ���® f]�I�O- ���� ° ° WITH 310 CMR 15.000 TITLE 5. TEE SEPTIC TANK TEE 1 3.41 ' °°°°°o° �����®®®®®® ®C1®®®®�0®®0 °°° ° 13.66' ° ° ° ° ° ° ° ° ° ° ° °°` 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND R °°°°°°°°°°° °00." ®®�®®®®®®®® ®C1®®®®®®®®� °°°°° pod °°°°°°°°° °°°°°° °°°°° 6 ch ° ° ° ° o NOT TO BE USED FOR LOT LINE STAKING OR ANY GAS BAFFLE� , ;0000000� 10.8' St. ion ` 12.9 OTHER PURPOSE. 13.12 5 '•! 4' LIQ. LEVEL (ACME OR EQUAL)�;: 6" MIN. SUMP H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. :. ... .:...... . :.. :. .. 12" MIN. INT. DIM. .°o 0 0 0 0 0 0;o 0 0 0 0 0 o o'000 0 0 0�� (2) UNITS REQUIRED OR EQUAL. o°o°o°o°0°0000°0°0°0°0°00000°0°00006000°0°0°0 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. °°°°°°°°°° ° °°° ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR Nantucket 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [21) lzi HEALTHOF AND PERMISSION OBTAINED FROM BOARD Sound (2.5 % SLOPE) H. MIN. ( 1 % SLOPE) ( 1 % SLOPE) FOUNDATION 10' SEPTIC TANK/ 29' LEACHING CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP PUMP CHAMBER D BOX 17 FACILITY ___ CALLING DIGSAFE (1-888-344-7233) AND �- VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS y 5.8 ADJUSTED WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM GROUNDWATER ASSESSORS MAP 207 PARCEL 135 *NOTE: INTERIOR PLUMBING TO BE RAISED & 11. ANY UNSUITABLE MATERIAL ENCOUNTEREDSHALL BE REMOVED 5' BENEATH AND AROUND THE RE-ROUTED TO EXIT THE DWELLING IN LOCATION PROPOSED LEACHING FACILITY. VARIANCES REQUESTED: SHOWN ON PLAN VIEW. PLUMBER TO CONFIRM FEASIBILITY PRIOR TO INSTALLING ANY PORTION 12. EXISTING LEACHING FACILITY SHALL BE PUMPED UNDER MAX. FEASIBLE COMPLIANCE 15.405: OF THE SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.0') & SAND. SAS TO DRAINAGE EASEMENT (10' TO 7.4') (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 8.9') PROVIDE 26' OF 40 MIL LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT ELEV. 13.6', BOTTOM AT EL. 9.6't SYSTEM DESIGN: o � f APPROX. DRAINAGE GARBAGE DISPOSER IS NOT ALLOWED � - \ PIPE LOCATION �� o MENT \� DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 1316/ IDE pRANAGEE USE A 330 GPD DESIGN FLOW I �5 SEr liG -lAiVK: 3,)0 GPD (2) = 660 _ USE A 15_0_0 H-20 GAL. SEPTIC TANK EXISTING SURFACE DRAIN \V 12 \ FOR ROAD RUNOFF 4 � LEACHING: TEST HOLE LOGS �H ' v nor 2.23 AC.7 5 SIDES: 2�5 + 12.83 2 .74) = 112 GPD _s 4\ - -- I 7s 16 A � � BOTTOM - 25 x 12.83 (.74) = 237 GPD ENGINEER: DANIEL E. GONSALVES, SE #13587 J \ /� �� TOTAL: 472 S.F. 349 GPD DAVID STANTON, RS L oN ! EX�ST�IIG BENCHMARK ---- - WITNESS. 5 REMOVAL OF UNSUITABLE SOIL REQUIRED 6 DWELLING---- CORNER OF/ P \ AROUND PERIMETER OF LEACHING FACILITY, Q � TOP C, FNDN EL. =i 16. USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DATE: 2/22/16 DOWN TO SUITABLE SOIL LAYER. REPLACE o 8 EL. 17.6 WITH 4' STONE ALL AROUND PERC. RATE _ < 2 MIN/INCH WITH CLEAN MED. SAND, TO MEET .f SPECIFICATIONS OF 310 CMR 15.255(3) o\ � CLASS I SOILS P# 14960 N 0.11 ELEV. ELEV. tr 0„ `\Y 14.0' 0„ 14.0' � 'j 2�"� O ---- - - - - , MA O > \J� APPROVED DATE BOARD OF HEALTH � 1500\ TITLE 5 SITE PLAN FILL FILL \ 17 NOTE: INTERIOR PLUMBING TO BE RAISED OF & REROUTED. PLUMBER TO CONFIRM� - 1:1 FEASIBILITY PRIOR TO INSTALLATION OF 220 HORSESHOE LANE S' ANY PORTION OF THE SEPTIC SYSTEM n 84" 7.0' 86" 6.8' - CENTERVILLE MA C1 C1 LEGEND PREPARED FOR PERC LS LS BRIAN BUTTRICK W/ POCKETS W/ POCKETS 99 EXISTING CONTOUR �SNOF1ggs �SNOFMASSgC OF M/CS OF M/CS X 99 1 EXIST. SPOT ELEV. o`�� DANIELAs�cti� �o�' DANIEL yGm DATE: MARCH 21, 2016 IOYR 5/6 1OYR 5/6 OJALA pj LA 4 120 4.0 120 4.0 99 PROPOSED CON--OUR CIVIL No.40980 GROUNDWATER ADJ. DATA: F O off 508-362-4541 WELL: MIW 29 �98'4� PROPOSED SPOI EL. �o ��No.4650�0 o Fss� C2 C2 ZONE: B TH1 ��ss OlNAL ��G\� gNOSURVE�o I downfox OCape6com88© M/CS M/CS ADJUSTMENT: 1 .8' � TEST HOLE a a en ineerin //!c. 1OYR 5/6 1OYR 5/6 (FEBRUARY) 22 down c SLOPE OF GROUND � � � 8i A civil engineers 144" 2.0' 144" 2•0' Scale: 1"= 20' �Q, UTILITY POLE 3 -Z-' oc land Surveyors GROUNDWATER ENCOUNTERED AT 120" EL. 4.0 FIRE HYDRANT 939 Main Street ( Rte 6A) Y 0 � - -- Y DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 �C'�, 1 6-o 8 NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 16-038 BUTTRICK.DWG