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0036 BROKEN DIKE WAY - Health
36 Broken Dike ay Centerville Ste. UPC 10259 • No.Ham... 163 IiAST48Q ., Oil ME °fIr�� Town of Barnstable AB = Board of Health 200 Main Street RFD MA'1 A Hyannis, MA 02601 Office: 508-862-4644 Paul Canniff,D.M.D.. FAX: 508-790-6304 Wayne Miller,M.D. January 4, 2007 Mr. John G. Schaible Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 RE: Variance Request Denial/ 36 Broken Dike Way, Centerville Dear Mr. Schaible, Your request for a variance, on behalf of your client Rebecca Sirhal, from 310 CMR 15.211 to place a reserve soil absorption system thirteen feet away from a cellar wall at 36 Broken Dike Way Centerville, was not granted. The following variance was requested: 310 CMR 15.211: To place the reserve soil absorption system thirteen (13) feet away from the foundation wall in lieu of the twenty (20) feet minimum setback required. A public hearing was held on November 7, 2006. The Board voted to deny the variance request. Variances may only be granted when, in the opinion of the Board of Health, the applicant has demonstrated that (a) enforcement of the particular provision would be manifestly unjust and (b) the same degree of protection could be achieved without strictly adherence to a particular provision or regulation. You did not demonstrate manifest injustice. A new dwelling is proposed onsite. Originally, a slab foundation was proposed to be located in the area of the home adjacent to the proposed soil absorption system. (NOTE: On or about January 25, 2006, the Board of Health granted you a variance from Section 360-1, Town of Barnstable Code, to construct a soil absorption system and septic tank only 58 feet away from a coastal bank at this site.) Your new proposal is to construct a full foundation wall, instead of a slab foundation, only thirteen (13) feet away from a proposed reserve area soil absorption system. You did not demonstrate that, VarianceDenial without the approval of this particular variance, it would cause or create manifest injustice. You also did not demonstrate that the same degree of protection could be achieved without strict adherence to a particular provision or regulation. You asserted that the proposed system would include the installation of a liner adjacent to the foundation wall. No information was provided in regards to the quality, workmanship, or effectiveness of the liner or in regards to the life-span of the liner materials. Therefore your request for a variance was not granted. Since Ely yours W yn ' Miller, M.D. "Paul I VarianceDenial fel A 14 CAL pp THE ip� DATE: FEE: Y, + BARNSTABLE, y MASS. qj 1639. REC. BY IL Town of Barnstable CHED. DATE: Board of Health t 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: 36 Broken Dike Way,eantlu_K Assessor's Map and Parcel Number: 227 / 80 Size of Lot: 1.6 Acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Human Si rhal Phone 508-790-0955 Did the owner of the property authorize you to represent him or her? Yes -A No PROPERTY OWNER'S NAME CONTACT PERSON Name:_:Rebecca. Sirhul Name: John G. Schnaible. R.S.. Coastal Engineering Co., Inc. Address: 50 Fox Run, Centerville, MA 02632 Address: 260 Cranberry Highway, Orleans, MA 02653 Phone: 508-790-0955 Phone: 508-255-6511 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 3.10 CMR 15.00 - Section 211.00 Distance reserve soil absorption system to cellar wall 20' Required (7' Variance Requested) NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ NEW �kov5c M Checklist(to be completed by office staff-person receiving variance request application) 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) 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 Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufinan,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LKFB\VARIREQ.D0C r , AS1 NGINEERING OMPANY, INC. (,lo -q+k 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 . oastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 October 18,2006 C15681.01 Barnstable Board of Health By Hand Delivery Barnstable Town Offices 200 Main Street Hyannis,MA 02601 Re: Board of Health Variance Application Filing Package Proposed Sewage Disposal System Installation Humam Sirhal 36 Broken Dike Way Centerville MA i zv Map 227/Parcel 80 f l r-: Wj On behalf of our client, Human Sirhal,we are submitting an original plus 3 copies of a Board of i Ieaxithco -- ' Variance Application Filing Package,an original check for municipal filing,and 4 copies of the pla =for the en above referenced project. The following items are enclosed: �1 rV • Board of Health Variance Application • Board of Health Variance Request Letter rt • Clients Authorization for Representation Letter • Abutter Notification Letter • Certified Abutter List • Assessor Map 227, identifying locus • Copy of$85.00 check made payable to Town of Barnstable for filing fee • Plan entitled, SKA, "Plot Plan of Land for Human K. Sirhal",dated 2-1-06 • Plan entitled,"Basement Floor&Foundation Plan/As-Built",dated 10-4-06 • Plan entitled, SD-1,"Site& Sewage Disposal System Plan",dated 10-13-06 rev. Please schedule this for the November 7,2006 public hearing. If you have any questions or require additional information,please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO.,INC. C a `" Catherine A.Morey Enclosures:As Stated cc: Human and Rebecca Sirhal,Applicant/Owner John G Schnaible,R.S.,Coastal Engineering Co.,Inc. D:IDOCIC15600V 5681 V 5681.011PermittingiBOH 2O061BOHV Trans Letter.doe ■Providing solutions for the benefit of our clients and community■ t r � c OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 October 18,2006 C 15681.01 Barnstable Board of Health By Hand Delivery Barnstable Town Offices 200 Main Street Hyannis,MA 02601 Re: Board of Health Variance Request Humam Sirhal 36 Broken Dike Way Centerville, MA Map 227 Parcel 80 Dear Board Members: On behalf of our client, Human Sirhal, we are requesting a variance from the Barnstable Board of Health Regulations to install a Sewage Disposal System at the above referenced property. The requested variance is: 310 CMR 15.00—Section 211.00 Distances Distance reserve soil absorption system to cellar wall-20' required. (7'Variance Requested) The enforcement of this provision would be manifestly unjust and would deprive complete beneficial use of the basement. The proposed setback is from the foundation to the reserve soil absorption system. The same degree of environmental protection will be provided by using a liner on the outside of the foundation to prevent any liquid or methane migration from the leaching chamber. Please schedule this request for your next available public hearing. If you have any questions or require additional information,please contact our office. Very trul ours, COAAL N E G 1N . John c aibl J • :cam Enclosures cc: Human and Rebecca Sirhal,Owner/Applicant D:TORMS CurrentWermitting 200500HIBOHV Variance Rgst Ltr.doc ■Providing solutions for the benefit of our clients and community■ OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 October 18,2006 C 15681.01 Board of Health Barnstable Town Offices 200 Main St. Hyannis, MA 02601 Re: Authorization For Representation Humam Sirhal 36 Broken Dike Way Centerville,MA Map 227/Parcel 80 Dear Board Members: This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the Barnstable Board of Health. V truly yo r Human' Sirhal D:IDOCIC15600115681I15681.011PermittinglBOH 2O0600HV--Rep Auth Ltr.doc ■Providing solutions for the benefit of our clients and community■ OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 Hyannis 508-778-9600 ■ Fax 508-255-6700 October 18,2006 C 15681.01 ABUTTER NOTIFICATION Re: Board of Health Variance Request Proposed Sewage Disposal System Installation Humam Sirhal 36 Broken Dike Way Centerville,MA Map 227/Parcel 80 Dear Board Members: On behalf of our client,Humam Sirhal, we are requesting a variance from the Barnstable Board of Health Regulations and Title 5,Massachusetts State Environmental Protection Code,to install a Sewage Disposal System at the above referenced property. The requested variance is: 310 CMR 15.00—Section 211.00 Distances Distance reserve soil absorption system to cellar wall-20' required. (7' Variance Requested) The application and plans are available for review at the Barnstable Board of Health Office located within the Barnstable Town Offices,200 Main Street,Hyannis,MA.Information may also be obtained by contacting our office. This hearing is currently scheduled November 7,2006 beginning approximately 7:00 p.m.at the Barnstable Town Hall. Very truly yours, COASTAL ENGINEERING CO.,INC. Catherine A.Morey cc: Barnstable Board of Health Mass.DEP/SERO-WPC Human and Rebecca Sirhal,Owner/Applicant John G Schnaible,R.S.,Coastal Engineering Co.,Inc. D:000C15600115MM5681.01 WermittingOOH 2O061BOW-Abutter Note.doc ■Providing solutions for the benefit of our clients and community■ Board of Health Abutter List for Map 227 Parcel 080 Direct abutters only(no set distance)and the properties located across the street. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on10/15/2006 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 227079 MUTRIE,LAURICE 8950 W HALIFAX VT 05358 JACKSONVILLE �STG 227080 SIRHAL,REBECCA S 50 FOX RUN CENTERVILLE MA �02632 227081 HASEOTIS,BYRON J JR 18 BROKEN CENTERVILLE MA 02632 USA DIKE WAY 227082 TRIMBLE,DAVID C&JESSICA M �351 ELLIOTT RD CENTERVILLE MA 02632 USA 228171 REVOTSKIE,NICHOLAS EST %REVOTSKIE,GRETCHEN,TR 68 ROLLING WESTON MA �02493 USA LANE n O Page 1 of 1 Monday,October,16,2006 MAP 227 PARCEL 080 LI I #2 .4 P2 8 \ 16 MAP _ -- 193 MAP 228 k #261 I s l 1 Ilo MAPz 8� / , MAP 0608 `` 055 16 — ' MAP 228 , \ #75 #130 #25A7192 � C.� - � 8 , At 251 ` 19 � ! 64 I 2 I 22 -- ---- MAP 228 / \`\ I # I #148 /16 191 — x #241 — I 16 -o0 1 1 '. — / I _ / 134 JI / MAP 8 k n28 --&a 228 1 16 93 —059 I #2 l - 8 i,MAP 228 146 171-; 228 / / 1 / / MAP 816 k 4/2 30 8/ � 095 ,/ � MAP 080 0#211 _� OMAP227 `! , , _ i #36 ; 079 1 i 27 1 �� MAP 22 94-00 'AL 1 — J \ #P5' \� - - - � - _ - -MAP 227 AL /AL 081 ` - - #18 ., \ / MAP 227 078 \ ` 081 #9 —' MAP 227 ` - - j 077 - i083- /' = + I MAP 227 0 3 MAP 227 / MAP I 10 4 - 1- #344 MAP 22 #385 / � 27 / -'10 ` �f 330 MAP 227 i i #3 ----- \ #316 MAP 227 - / 108 V --- 14 � I Subject Parcei(s) ABUTTER LIST TYPE - Board of Health: N W E Abutters Direct abutters only(no set distance)and the properties located across the street. s SCALE: 1°= 150' NOTE PARCEL LINES MAY NOT BE ACCURATE The parcel lines on Oft DISCLAIMERS:This map is for planning purposes only. It may not be DATA SOURCES:Planlmettics(human-made features)were Interpreted from map are only graphlc represertUtlons of Assessor's tax parcels.They are adequate for legal boundary deteminatlon or regulatory Irderpretadon. 2001 aerial photographs.Topography was Interpreted from 1989 aerial not tnre property boundaries and do not represent accurate relationships This map does not represent an on-the-ground survey.Enlargements beyond photographs. Panel Imes were digitized from FY 2006 Town of Barnstable to physical objects on the map such as bulldtng locations, 11 a scale of V=100'may not meet established map accuracy standards. Assessor's tax maps. TownM ewaTn Mwor ,�. . w "F.t ,.,�4" .<1�.rn 'u d ii.-i✓ 7`r` :«. F a ...}1•er..' ``6 a.:.'":- {f * �.,",t y«xe,f a�`'^'i t `-.'x ."k'.i;;;"^^ y x :`.> x 3 ,,.;r '�=c... x x iY'w9`_:s' "`I a'`i•c..'.: eYrrSr,.,C �.:4 � -f{ �, .F7' J.,,�.�, � ''�`7�."d. �°: CAPE-.COD FIYE ..�rr :Ft�" s� � r ,t.�" s�r-;,. - .e:,..�`L` a 41 r .r •ORLEAIVS,.MA-02653 rs3 s a 3=.;.:'c..a $ =_#->7 s a • t `. i r r - ,� } w� Br .,.f� ".z :.�.,2,''�.. .Y '$, ,> r. 2.. s =,N. ,:. rt .�rr+a Gf 'Fr. c # S Y 3 ! •Ft .yJ �, t .° �.. r. -t 7.ter. ,'�.. c"" -:=,rn4 ,~7.,3".. { 53-71.07 211.3 p , 'aX�Sft`, "`•z'S gi*sr nsc(r¢ rt'"' •a�`; I 5,a OASTAL ENGINEERING CO , ING N { � C Y.`�� r ` rs w e� :a s•� , a;t ' f` €iY. `CHECK DATE s- • - L �?€ " r a \ sh ? a 260`CRANBERRY HIGHWA t r, w,rrz c ,v„ ,-s r 4' �. W e ,-�ORLEANS;MA 02853 ,� ! *ram i ;v :•e , ^�, �, x� •..� � �''4r r t . b a. 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I , „ �� EightyFye and�00/100Dollars � t �'�- "I � '�" �` Y = � �a nr�` .ems ''•a,S �a - �Si z"Y' v'Y a I PA � � N s �� .,yt" trt t ;x $ �.3 y � �. w� n t} y ^+ z k + � �'t a ';x.� 3 } `s a e a 1} zu r F{ " y 'v -.-� $ n SAMouNT ti ! 9t c { Q�y x -'_ TO �Towri of Barnstable 9 i�'0 2 i 5 7:3i�' i: 2 L L 3 7 �0 ?8�: 89 200 3 L 2 ��'. j d F:ISDSKPROAC150001C156811C1568d.dwg Feb 01,2006- 11:52am PLAN REFERENCES: ASSESSORS MAP 227 PARCEL. 80 PLAN BOOK: 239 PAGE 131 4 w �OQ�Q' ' O� O� ASSESSORS MAP 228 PARCEL 171 Zb 00 S 26���o•f BENCHMARK: ,(p` ��3' MAG NAIL IN PAVEMENT TOP OF FOUNDATION ELEV. = 7.82 NGVD ELEV. = 23.92 ?EO,I1t�UAl�I,,- TOP OF FOUNDATION - g: ELEV. = 19.41. tj 0 Q LOT s PER BARNSTABLE WEND ASSESSORS MAP 227 PARCEL 80 R=20.00'y L= 19.73' qp' W ASSESSORS MAP 227 S 78 PARCEL 81 310.00' ASSESSORS MAP 227 PLAN PARCEL 82 SCALE 1'= 50' HEREBY CERTIFY THAT THE HEREON IS LOCATED AS IT ON-gwG 0 A. u JOY m DATE c 6 PL.S 00 �"300101vq- 9DRAWN BY:Coastal Engineering Co.,Inc. c 2006 C15681.dwg OASTAL PLOT PLAN OF LAND sHEETN . OJECTrr°.c1s6g1.oa NGINEERING FOR SCALE OMPANY,INC. HUMAM H �� SK-1 1 =50' 260 CranberryH Orleans,MA 02653 K. �—"" -' BARNSTABLE DATE 508.255.65 ax:508.255.6700 DIKE WHEY , MA 2-1-06 IF:ISDSKPROAC150001C156811C15681.dwg Feb 01,2006-11:52am • PLAN REFERENCES: ASSESSORS MAP 227 PARCEL 80 w PLAN BOOK: 239 PAGE 131 a N ' 4 OPT � O� ASSESSORS MAP 228 PARCEL 171 Sy. N i S6 63j104 BENCHMARK: MAG NAIL IN PAVEMENT , TOP OF FOUNDATION ELEV. = 7.82 NGVD ELEV. = 23.92 11.,. 193.7' TOP OF FOUNDATION ELEV. = 19.41 C gslq(6qN O- k PER SARNSTAsLE LOT 9 ASSESSORS MAP 227 PARCEL 80 R=20.00' L= 19.73' 40 W ASSESSORS MAP 227 S l$44' PARCEL 81 310.00 ASSESSORS MAP 227 PLAN PARCEL 82 SCALE 1'= 50' F I HEREBY CERTIFY THAT THE HEREON IS LOCATED AS IT OW►w U A. � JOY DATE y i o 6 P� oG'k Coastal Engineering Co.,Inc. c 2006 t9N'� :.jOt� DRAWN BY:MAP E`I C15681.dwg OASTAL PLOT PLAN OF LAND SHEET N . OJECT NO.C15681.04 NGINEERING FOR SK-1 scALE ONTANY,INC. HUMAM K. S� 1 —50 260 Cranberry Hwy.Orleans,MA 02653 36 BROKEN DATE 508.255.6511 Fax:508.255.6700 DIKE WAY BARNSTABLE, MA 2-1-06 r L t V11 9A ee TH COMMONWEALTH OF MASSACHUSETTS Wer. i.computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Migogal *pMem Congtruction Fermat Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. / � , ner's Name,tad¢, and/ eL,No� , Assessor's Map/Parcel J �( �C L Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. el2ic. I-4 Box 71 k*csivjj,i,%,%A_.S 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 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 aintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o h viro ntal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b s B. d of e Signed a Date l Application Approved by j Date Application Disapproved for the following reasons Permit No. Date Issued 10 NO. 6 4 u.� 1 /f/��J/7 nn �J F¢¢` THE COMMONWEALTH.OF MASSACHUSETTS`- _ ntere ncomputer: i a t Yes PUBLIC HEALT VISION,-TOWN OF-BARNSTABLE., SSACHUSE I .w v 01pprication for 0 .5oear *pgtem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components :t Location Addressor Lot No. 3/ , ner's Name,�cHE and,Tl 1,1, ,ozA S �����1G/ c7 7 N 1 Assessors Map/Parcelr t`. Installer's Name,Address,and Tel No. �, Designer's Name,Address and Tel.No. LEI?i C �,*� '8►,� 71 Mft5to'j'*�-M,wS Type of Building: r. Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( X Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. X 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) 14 Date last inspected: F Y Agreement: /! The undersigned agrees to ensure the construction and aintenance of the afore described on-sitesewage disposal system in accordance with the provisions of Title 5 of the E virontal Code and not to place the system in operation until a Certifi- cate of Compliance has been issue b i�d of He Signed 6 Date ; Application Approved by _ ✓�a/ / Date - Application Disapproved for the following reasons \ �� r Permit No. Date Issued ' THE COMMONWEALTH OF MASSACHUSETTS " BARNSTAALE, MASSACHUSETTS •., (Certificate -of Compliance, - THIS IS�TO CERTI tlta the�On-site Sewa a fspos System Constructed ( )Repaired( )Upgraded( ) Abandoned( )by ' � at _ 1.- l � � 1 as een constructed in accordance 'r r, .,� �" l..! .., �, - " d red ,with the provisions of Tiitlle..5,-a-nd th for Disposal:System Ckns�ucti n Permit No Installer I v �,' �t Designer �n NIJ � �1 /:-/1 � '� The issuance of this erniit shal not-be construed as a guarantee that the sy em w� function as designed. g Date !'�TJY1 J��n Inspector � 1 � ;�O%.3_OE --------------� ,r --------- No. �: -, Fee THE COMMONWEALTH OF MASSACHUSETTS ; =1` PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Misspogal *p6tem Construction Permit Permiss on is lierg_y'0grant to//Cons�tc�C ( ) air )U g a'dej( ) b doV System located at ! !71 I- , IVY /`)�: � Cr •.4 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' Constrdcttio jm�us"be completed within three years of the date of thisp rmit- Date: / �I/ /�J A roved b r7 I PP Y v _ fi Search for Map/Parcel 227080 Town of47 afris For Parcel Number 227080 entalProprty{Y/1V} r' Busmess N me�" � /r ./•: / Zo e o on uon�N} �i ,area �Number� i� ,✓ � Con � t Ref( lN) a Phone � � Fuel S�torageTankPermik € �tOw _RwUlspOSa�wOr S s Perc tksi 'VVeI Permi Gonstructiorr < ` liy ¢✓ s FilelFermrt No 6� 2003083 _ �FI seance Date 02/26/20wW 03 letton Date 541, �i �� ri r g a, Sizeof Septic Type/Siie of�SAS 3 500 al leach chambers w/4 stone ` � Tank�� 1500 4 � a �� �, � ' r BOH extended permit#2003 083 1 yr to expire 2/26/07 J% mappar 227080 Owner REVOTSKIE NICHOLASESTprpplo Cyr 36 BROKEN DIKE WAY w _ SO ' lnnouatNe/Alter�natiueTechriology Septic System' ' ° �`3 i►gle or 7,6 § - f A - / r �a o���� ��� .� j Town of Barnstable yv Board of Health 14 isnA'�es 3 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 1 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul J.Canniff,'D.M.D. January 25, 2006 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 ffiff"' j3�y��, ;tern � � � : � ,� ham.; ... .. �" 1 �, .-_ Dear Mr. Schnaible, You are granted conditional variances on behalf of your client, Humam Sirhal, to construct an onsite sewage disposal system at 36 Broken Dike Way, Centerville. The variances granted are as follows: SECTION 360-1. Town of Barnstable Code: The soil absorption system and septic tank will be located 58 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than four (4) 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 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 four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated revised December 12, 2005, signed by the John Q:\WPFILES\Schr aibleSirhal2006.doc Schnaible, Registered Sanitarian dated December 12, 2005 and signed by Mark Joy, Registered Land Surveyor dated December 13, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised December 12, 2005, signed by the John Schnaible, Registered Sanitarian dated December 12, 2005 and signed by Mark Joy, Registered Land Surveyor dated December 13f 2005. You were previously granted a one-year extension to your disposal works construction permit # 2003-083. This permit will expire on February 26, 2007. The septic system must be constructed and installed before this date. 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 a coastal bank. However, the actual watercourse is more than 100 feet away from the proposed septic system. Sincerely yours, WayAb Miller, M.D. Chairman i Q:\WPFILES\SchnaibleSirhal2006.doc z OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 0 Fax 508-255-6700 Project No.: C 15 68 1.00 December 21, 2006 Mr.Thomas A. McKean Barnstable Board of Health 200 Main St. Hyannis,MA 02601 Re: 36 Broken Dikeway Centerville,MA Dear Mr. McKean: On December 20 and 21 Coastal Engineering conducted inspections of the sewage disposal system installation at the referenced property prior to being backfilled. Our inspection.found the system,to be installed in substantial compliance with the approved plan with respect to elevation. The leaching system was moved slightly to the north. A plan is enclosed showing the.sewage disposal system location. The distribution box and.leaching system are rated for H-20 wheel loading and vented due to being under the driveway.;The system,location is within minimum state sanitary code setbacks to property lines and buildings, and also meets setback variances granted by the Board of Health. Please note that at the time of our inspection final grading had not yet been completed. The installer must grade properly to have a maximum of three feet of cover over the soil absorption system and meet "breakout"requirements. If you have any questions,please do not hesitate to contact me directly. Very y yours, CO STAL INEE GC , CD Fri John I Schnaible,R.S. .: JG8/dlb cc Humam Sirhal ' .A. ! is } F ! t s., t ') e't` aS �Trr ! -ujs Y d t David Silvia , 3+°A =. r I, �z J D:IDOCI C15600115681JSDSIBOHlettec.122106.doc ■Providing solutions for the benefit of our clients and community■ tO ASTAL FAx GINEERING TRANSMITTAL TAK INC. 260 Cranberry Hwy.,Orleans.MA 02653 508-255-6511 Fax:508-255-6700 wwwxeccapecodxorn Date: ts ` \ File No.: G To: ���1�q `(� \oQ�ti.afl� Fax: From: Cc: Fax: �j �j f �,�o J l9 J Q N 30 #of Pages (including cover): l/ Subject: (/.� �-�` `Y V/(-� � wreQ Luv6 NOTE: C;DOCUME-1llmerklin1DcsktgpT"AX.doc TOO 9NIHHHNION3 'IVISY00 OOLB 22Z SOS XV3 ZO:OT LOOZ/TT.iS() ASSESSORS MAP 228 PARCEL 171 P �P0 MIL HDPE LINER 62.2' i ! oQ ,C PVC VENT WITH ANIMAL SCREEN 11. 11. 12:4' O O \ O \ 521 x 7'W LEACHING 20.3'H- \ O\\CHAMBER (H-20 STRENGTH) 20 \ CRAWL SPACE D-BO \ \ 25.5' \\ CONCRETE BLOCK 231 \� FOUNDATION WALL v 10.0' O EIOSTING FOUNDATION 1500 GALLON SEPTIC TANK LOT 9 ASSESSORS MAP 227 PARCEL 80 PLAN SCALE 1"= 20' OASTAL C 15681.01 NGMEMG PLAN SHOWING EXISTING oMPANY,INC. SEWAGE DISPOSAL SYSTEM sK -1 AS NOTED 260 Cranberry Hwy.Orleans,MA 02653 508.255.6511 Fax:508.255.6700 36 BROKEN DIKE WAY CENTERVILLE,MA 12-20-06 ma�d 11 07 09-. 09a Rebecca 8. Humam Sirhal 1-508-790-0955 p. ? Town of Barnstable Regulatory Services g; Thomas F. Geiler,Director S ansNsrwatE. MAM_ g Public Health Division z6sv. Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# ' Assessor's Map\Parcel 22-7 ®8 O I r! Designer: Installer: _cRie. �76VEAJS Address; 2 o CRa.+srAAY HwY.R7-.4:A Address: . o. Ao 7 (�R1�'I 1,IS MA 0'L4 MA D-Z&A8 On Ea,c c1Tb-VG-J_r was issued a permit to install a (date) (installer) septic system at e'* � bayed on a design drawn by , (address) DYI� 1S1 A lam. dated 1Z 1"L`4� / (designer) V 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system refcronced 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. Stripout (if required) was inspected and the soils were found satisfactory. ���SM OF M�SSq c �" O s� (Instal r s S,gnature) JOHN �, SCHNAIBL- N �No. 101y 0 - C'I s rt�'`` esi 's ign e) (Affix De ' p Here) PL ASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE O COMMIANC WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- B 1L' T CARD ARE RECEIVED BY THE BARNSTABLL+'+' PUBLIC HEALTH DIVISION. THANK YOU. Q\Septic\Designer Certification Form Rev 03-09-06.doc 05/11/2007 FRI 09:09 [TX/RX NO 8759) CM002 Z00 0 9NIXMINIONH 'IvZsVOz) OOL9 SSZ 802 XV3 ZO:OT LOOZ/TT/SO TOWN OF BARNSTABLE LOCATION ltk/ SEWAGE# l �pn VILLAGE 6/^^V/ �� ASSESSOR'S P&PARCEL ©U INSTALLERS NAME&PHONE NO. S 3ml6ds SEPTIC TANK CAPACITY D / LEACHING FACILITY:(type � C g7Af G n�AA size) �A ,,. X o NO.OF BEDROOMS Ik OWNER t PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY o\ \ \ 52'L x YW LEACHING , CRAWL SPA 20.3'H-20 \ O \CHAMBER (H-20 STRENGTH) CE D-Bp \ \ 25.5' O \ CONCRETE BLOCK 21S \\ \FOUNDATION WALL O Tao' O V FOU�� 1500 GALLON F SEPTIC TANK r Cn OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 Project No.: C15681.00 December 21, 2006 Mr.Thomas A. McKean Barnstable Board of Health 200 Main St. Hyanr!is,MA 026.01 2 ' Re: 36 Broken Dikeway Centerville,MA Dear Mr.McKean: On December 20 and 21 Coastal Engineering conducted inspections of the sewage disposal system installation at the referenced property prior to being backfilled. Our inspection.found the system to be installed in substantial compliance with the approved plan with respect to elevation.The leaching system was moved slightly to the north.A plan is enclosed showing the sewage disposal system location.The distribution box and.leaching system are rated for H-20 wheel loading and vented due to being under the. driveway—Thesystetn;location is within minimum state sanitary code setbacks to property lines and buildings, and also meets setback variances granted by the Board of Health. Please note that at the time of our inspection final grading had not yet been completed.The installer must grade properly to have a maximum of three feet of cover over the soil absorption system and meet "breakout"requirements. If you have any questions,please do not hesitate to contact me directly. I � Very y ours, N ~" CO ST INEE GCZE , a � r— John - chnaible,R.S. w M i JGS "lb cc Humam Sirhal David Silvia �;� D 1D.QCI0560011568PSDSIBOMetter_122106.doc ■Providing solutions for the benefit of our clients and community■ i ASSESSORS MAP 228 PARCEL 171 0P MIL HOPE LINER o�G 62.2' Al -4 C PVC VENT WITH ANIMAL SCREEN ,1. ' f O O\\ O \ 521 x 7'W LEACHING 20.3' _ \ p \CHAMBER (H-20 STRENGTH) CRAWL SPACE D-BO \ \ — p \ — 25.5. CONCRETE BLOCK 213' \\O \` FOUNDATION WALL v> 10.0' O EbSTING FOUNDATION 1500 GALLON SEPTIC TANK LOT 9 ASSESSORS MAP 227 PARCEL 80 PLAN SCALE. 1'= 20' OASTAL C15681.01 NGNEEMG PLAN SHOWING EXISTING SK i o1�aNY,INC. .SEWAGE DISPOSAL SYSTEM As NOTED 260 Cranberry Hwy.Orleans,MA 02653 508.255.6511 Fax:508.255.6700 36 BROKEN DIKE WAY CENTERVILLE,MA 12-20-06 I ' 1 r-- ok:s►+1 r F` Town of Barnstable Board of Health 200 Main Street Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul J.Canniff,D.M.D. January 25, 2006 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 1811 r a. r�`i , 1 �GBrok !? !keW Dear Mr. Schnaible, You are granted conditional variances on behalf of your client, Humam Sirhal, to construct an onsite sewage disposal system at 36 Broken Dike Way, Centerville. The variances granted are as follows: SECTION 360-1, Town of Barnstable Code: The soil absorption system and septic tank will be located 58 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than four (4) 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 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 four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated revised December 12, 2005, signed by the John Q:\WPFILES\SchnaibleSithal2OO6.doe Schnaible, Registered Sanitarian dated December 12, 2005 and signed by Mark Joy, Registered Land Surveyor dated December 13, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised December 12, 2005, signed by the John Schnaible, Registered Sanitarian dated December 12, 2005 and signed by Mark Joy, Registered Land Surveyor dated December 13;2005. You were previously granted a one-year extension to your disposal works construction permit # 2003-083. This permit will expire on February 26, 2007. The septic system must be constructed and installed before this date. 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 a coastal bank. However, the actual watercourse is more than 100 feet away from the proposed septic system. Sincerely yours, i Way Miller, M.D. Chairman Q:\WPFILES\SchnaibleSirhal2006.doc i OASTAL NGINEERING TRANSMITTAL OMPANY, INC. 260 Cranberry Hwy.,Orleans,MA 02653 508-255-6511 Fax:508-255-6700 www.ceccapecod.com To: ,Barnstable Board of Health Date: 12/16/05 Project No. C15681.01 Barnstable Town Offices 200 Main Street Via: 01st Class Mail❑Pick up❑Delivery❑Fed Ex Hyannis,MA 02601 Phone: 508-862-4644 Fax: 508-790-6304 Subject: Humam and Rebecca Sirhal No.of pages to follow: 36 Broken Dike Way Centerville,MA Map 227 Parcel 80 N Plans ❑ Copy of Letter ❑ Specifications ❑Other We are sending the following items: Copies Date No. Description 4 12/12/05 SD-1 Revised Plan Entitled, "Site& Sewage Disposal System Plan" These are transmitted as checked below: Nfor approval ❑for your use ❑as requested ®for review& comment ❑ Remarks: Please approve the revised plan.as submitted. The proposed house has been reoriented,but there is no change in the number of bedrooms. The sewage disposal system size and location has not changed. The reserve area has been modified, but meets the required setbacks. This plan has been approved by.the Conservation Commission. If there are any questions, please contact me. cc: Hugh Sirhal,Applicant/Owner By: John Schnaible,R.S. Czl ry d JGS/cam c � o: > Z no _ cr< N M NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. D:IDOCIC15600115681V5681.011PGJUPU 81B58IYZ-71Trans to BOHRevised Plans 12-16-05.doc i SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) �e of Delivery item 4 if Restricted Delivery is desired. / ■ Print your name and address on the reverse r so that we can return the card to you. C. Sigriafure f ■ Attach this card to the back of the mailpiece, X (,jj�� / �' Agent �I or on the front if space permits. r Addressee D. Is delivery address different from item 1? ❑Yes / 1. Article Addressed to: If YES,enter delivery address below: ❑ No �W1V Ann Pucciatti 75 Maureen.Road Centerville, MA. 02632 3- service Type rtified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑ Yes 2. Article Number from Ucv el)oo w �lo_ ` , —#, h PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 SENDER: • • COMPLETE ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Dat of Delivery' item 4 if Restricted Delivery is desired. 11 Print your sari 6@ nii address on the reverse so that we cart`retlil°n the card to.you. 9 e C. Sin ■ Attach this card to the back of the mailpiece, or on the front if space permits. X C . ❑Agent ❑Addressee 1. Article Addressed to: I delivery address different fr item 1? ❑ Yes If YES,enter delivery address below: ❑ No Barbara A. Beane 164 Katherine Road Centerville, MA. 02632 3. Service Type rtified Mail ❑ Express Mail El Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Deliver y?(Extra Fee) ❑Yes 2. Article Nu (CoAy o sern ab I) � 99 ad ��a �- 3 r 7 �3/ PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 COMPLETE • COMPLETE SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A: Received by(PI ase Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. f ■ Print your name and address on the reverse c- 4'1�' so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X I, .l / ❑Agent or on the front if space permits. Q ddressee 1. Article Addressed to: D. Is delivery d different from item 1? Yes If YES,enter delivery address below: ❑ No Philip &Margaret McNamara 54 Maureen Rd. Centerville, MA. 02632 3.Eegisteredrtified ce T Mail ❑ Express Mail ❑ Return Receipt for Merchandise t,00 ❑ Insured Mail ❑C.O.D. 3,)r , i 4. Restricted Delivery?(Extra Fee) ❑ Yes e 1 el)- > i �$11,July 19r.. Domestic Return Receipt f'' 102595-00-M-0952 L- iSENDER: SECTION. DELIVERY ■ Complete items 1,2,and 3.'Also complete A. Received by(Please Print Clearly) B. Date/Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Sig ture ■ Attach this card to the back of the mailpiece, X I ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? El Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Leah F. Fitch 3-27 Elliott Road Centerville, MA. 02632 3. Service Type e ified Mail El Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) I?Yes 2. Article i PS Form 35-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. ` to f Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. XV' atuG� ■ Attach this card to the back of the mailpiece, '�� ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No CRM Nominee Trust 27 Broken Dike Way Centerville, MA. 02632 3. Service Type .�ertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article er ftopfrim se ice label) 3o S 6 PS Form T811,July 1999 Domestic Return Receipt 102595.00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Received by(Please PP t Clearly) B. Date f Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Sig rej ■ Attach this card to the back of the mailpiece, X ' (,t Agent or on the front if space permits. ( ' ❑Addressee D/fYES. elivery address different from item 1? ❑Yes 1. Article Addressed to: enter delivery address below: ❑ No Janice M White Trust 273 Elliot Road Centerville, MA 02632 3. service Type Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Numf tC//�rddlllldd))yory vice Jabel) ©� �U CCooii'' r/ 7 PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 i SENDER: COMPLETE THIS SECTION i COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. D Ijvery item 4 if Restricted Delivery is desired. 1�n1 ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X Agent or on the front if space permits. -Q ddressee D. Is delivery address different from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: No Odonnell &Doherty &Frisby 42 Warehouse Road Hyannis, MA 02601 k Service Type ertified Mail ❑ Express Mail IS Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Co14T sewi e 1 eq ©co©O ,/y09F---3 e ys-�;Ez 3 PS Form 3811,Julyrl999 Domestic Return Receipt 102595-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY • Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. �u ■ Print your name and address on the reverse so that we can return the card to you. C. Sign ,'e i ❑Agent ■ Attach this card to the back of the mailpiece, '� -`-�C�"� or on the front if space permits. L4 � ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Charles &Elaine F. TRS ✓Ce ew 100 Ridgewood-Elliott Nominee TR 3 Service Type 181 Elliott Road Certified Mail El Express Mail Centerville, MA. 02632 Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Ari — PS Fc 02595-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) Dat of Detcl ery B. item 4 if Restricted Delivery is desired. 7 ( ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X /- n, ❑Agent or on the front if space permits. lXJ Addressee Ak 1. Article Addressed to: D. Is delivery address different from item 1? Yes i If YES,enter delivery address below: ❑No John & Katherine Doherty 42 Warehouse Road Hyannis, MA 02601 3. Service Type ertified Mail ❑ Express Mail N19egistered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Artic PS For 2595-00-M-0952 SECTION§&N&-ER: COMPLETE THIS SECTION moi- COMPLETE THIS . ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) ate of elive item 4 if Restricted Delivery is desired. O ■ Print your name and address on the reverse so that we can return the card to you. C. Sign ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. 4q Addressee - 1. Is delivery address different rom item ❑ Yes 1. Article Addressed to: If YES,enter delivery a ress below: ❑ No Shaw Taylor 808 South Main St. Centerville, MA. 02632 *Registered ice Type ertified Mail ❑ Express Mail ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑ Yes 2. PS 102595-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Sign r ■ Attach this card to the back of the mailpiece, _ ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delive a ow: ❑No P � Christopher&Sheryl A Kokkinos L 4 'ti One Lisa Lane 3.'Servic Type Acton, MA 01720 Certified Mai b0 xpress � Registered eceipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Nu o/ fr eCv eJC W-Ie D ys ` PS Form 38 1,July 1999 Domestic Return Receipt 102595-00-M-0952 r COMPLETE SECTIONCOMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date Delive item 4 if Restricted Delivery is desired. I/fI ■ Print your name and address on the reverse so that we can return the card to you. C. Signatur ■ Attach this card to the back of the mailpiece, AQa ent or on the front if space permits. Addressee D.. delivery addre different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Michael &Mary &Jane Scanlon 233 Elliott Road 3 Service Type Centerville, MA 02632 Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. Q {•iPStript.ri naii ?rFYt—Fuel ❑Yes 2. Ah PS F( 102595.00-M-0952 I COMPLETE THIS SECTION COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print C arly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Si a ure ■ Attach this card to the back of the mailpiece, Agent or on the front if space permits. X / 4-46�10 Addressee D. Is delivery address Jiff ent from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No a5� Pauline P. Porkka _ P.O. BOX 29 3.Vervice Type ©Q Hyannis, MA. 02601 Certified Mail \ Express Mail 2 ❑ egistered rn Re Merchandise ❑ Insured Mail U a Romer.pro nor„o.,�rc�.�cool 9 Yes 2. Article PS Form )5-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) I By. friiiD�i ry item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse - so that we can return the card to you. C. Sig lure ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ddressee D. Is delivery address diffe nt from item 1? Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Ari V. Ilomaki&Tawndra R Young 209 Elliott Road Centerville, MA. 02632 3. Service Type ertified Mail ❑ Express Mail -"" •- �,... ""-`-- r- :L:-^'=" i ed ❑ Return Receipt for Merchandise ❑Insure�f ail ❑C.O.D. - :{ 4. Restrictedeliverv?(Extra Feel ❑ Yes 02595-00-M-0952 COMPLETE • COMPLETE ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) I B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signatu e ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. X ❑Addressee 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No Regina Hurley 154 Katherine Road 3. Service Type Centerville, MA. 02632 ertified Mail ❑ Express Mail ❑ egistered ❑Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Cop�cfre�,say' 61 �� �D ® PS Form 3811,Jul 1999 �� Y Domestic Return Receipt 102595-00-M-0952 COMPLETE • ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly)) B. D to o Delivery item 4 if Restricted Delivery is desired. � . ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X LG„ ` ❑Agent or on the front if space permits. u-�`-'� Addressee D. Is livery address differe t from Rem 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Nicholas Revotskie Est C/o Gretchen Revotskie F TR 68 Rolling Lane 3. Service Type Weston, MA. 02193 _) - e'rtified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Numberf�p�ic�/)��� PS Form 3811,July(1999 l7(s`s Domestic Return)Receipt /Y 102595.00-M-0952 r COMPLETE •N COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X ��ZZ ❑Agent or on the front if space permits. ❑Addressee D. s delive a dress different from item 1? ❑ Yes 1. Article Addressed to: If Y enter delivery address below: ❑ No Larry d. Nickulas P.O. Box 507 /'r West Barnstable, MA. 02668 3k Service 7ype Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restrietpd Dp..IIVPrv?tFXtra FP.P-I ❑Yes 2. Artic PS For 2595-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signatu ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ❑Addressee D. Is delivery ddress different from item 1? ❑Yes 1. Article Addressed to: If YES,en er delivery address below: ❑ No Michael &Suzann McCord 313 Elliot Road 3 Service Type Centerville, MA02632 Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. n RPatrictPrl r1P}iv. n,)azrfro c! ❑ Yes 2. Articl! J1 .1.1 3 .1.1. � PS For i95-00-M-0952 l_ COMPLETE s— ECTION COMPLETE ■ Complete items 1,2,and 3.Also complete A. Re eived by(Pease Print Cle rly) B. Date of Delivery item 4 if Restricted Delivery is desired. "�'j`� �'I' ■ Print your name and address on the reverse J UJ so that we can return the card to you. C. Signa re ■ Attach this card to the back of the mailpiece, or on the front if space permits. X ❑Agent ❑Addressee 1. Article Addressed to: D. Is d e address different from item 1? ❑Yes If Y ter delivery address below: ❑No John F. .&Amber Cullivan 9 Broken-DDike Way Centerville, MA. 02632 rRPmtrintefl il7ExpressMail eceipt for Merchandise il . pp.N7 fFxtra Fpp) 2. Article r7 Yes PS Fora 95-00-M-0952 COMPLETE • • • • • ■ Complete items 1,2,and 3.Also complete A. Recei by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Si atu ■ Attach this card to the back of the mailpiece, - o ❑Agent or on the front if space permits. d ❑Addressee 1. Article Addressed to: D. Is delivery address di re m ite ? Yes If YES,enter deliv dress below: No l Pauline P. Porkka = P.O. Box 29 �o i Hyannis, MA. 02601 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7000 40600 O&Z8' joys' 732.3 PS Form 3811,July 1999 Domestic Return Receipt 102595-00•M-0952 I COMPLETE • • . . DELIVERY ■ Complete items 1,2,and 3.Also cor 4.i8te A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signat ■ Attach this card to the back of the mailpiece, X gent or on the front if space permits. A dressee 1. Article Addressed to: addre d nt from item 1? Y If YES,enter elive dress below: dl Carl S. Ridell P.O. Box 979 Hyannis, MA. 02601 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7ooa 06oa ao 2� �3oy.S' S�7oy PS Form 3811,July 1999 Domestic Return Receipt 102595-00•M-0952 I r SENDER: . •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Si�natur ■ Attach this card to the back of the mailpiece, X ' Gent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No CRM Nominee Trust 27 Broken Dike Way Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 70 0 o Oa o a Oa Zg 3 0�l5''S178'd PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 SENDER: • •N COMPLETE THIS SECTIONON DELIVERY IN Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. %_ I ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ❑Addressee D. Is delive a ress different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Larry d. Nickulas P.O. Box 507 West Barnstable, MA. 02668 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 70 99 3clo0 0o0/ Ya 3/ SS 2.2. PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789 • IIS SECTIONOM THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. C. Signa re ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ❑Addressee D. Is delivery ad di ent.from item Yes 1. Article Addressed to: If YES,en ery address below: ; No Carl S.<Ridell ��f P.O. Box 979 Hyannis, MA. 02601 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 i COMPLETE • ■ Complete items 1,2,and 3.Also complete A. Received b (Please rint Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. Chyl, O Zhl �_ • �/ ■ Print your name and address on the reverse so that we can return the card to you. C. Sig re ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ❑Addressee 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No Christopher&Sheryl A Kokkinos One Lisa Lane Acton, MA 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 70 00 0600 0021? 3ocfs �9 PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY 9 Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Deli ery item 4 if Restricted Delivery is desired. 19-3 Q ■ Print your name and address on the reverse so that we can return the card to you. C. n re ■ Attach this card to the back of the mailpiece, Agent or on the front if space permitsA' 6�"o Addressee D Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Charles.r-Elaine F. TRS 100 Ridgewood-Elliott Nominee TR 181 Elliott Road 3. Service Type Centerville, MA. 02632 ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7600 066a 002-$ 3o95- 7279 PS Form 3811,July 1999 Domestic Return Receipt 102595.00-M-0952 COMPLETE •N 1 COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B._Date of Deli err" item 4 if Restricted Delivery is desired. —l— ■ Print your name and address on the reverse C.so that we can return the card to you. X ❑Agent Sign ure ■ Attach this card to the back of the mailpiece, �� or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Richard &Karen Manal 88 Elliott Road Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. 1 PS 102595-00-M-0952 i COMPLETEON ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. ' nature ■ Attach this card to the back of the mailpiece, X ❑A s❑ or on the front if space permits. see D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Michael&Suzann McCord 313 Elliot Road Centerville,MA02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7000 0600 0022, 3 40 WT 4YI764 PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 • • COMPLETE SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A�Receiv d by(Please P' Cle rly) B. Da of Del' e item 4 if Restricted Delivery is desired. /■ Print your name and address on the reverse so that we can return the card to you. C. Sig re ■ Attach this card to the back of the mailpiece, /,`� iU ❑ ent or.on the front if space permits. X C r Addressee 1. Article Addressed to: D. Is delivery address ifferent from item 1? ❑Yes If YES,enter delivery address below: ❑No Richard E. Setterlund 262 Elliott Road Centerville, MA. 02632 3. Service Type -91 Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 70400 oAor, oo Z8 3a'�S YR�8' PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 SECTIONSENDER:COMPLETE THIS • ■ Complete items 1,2,and 3.Also Complete A. Received by(Please Print Clearly) B. Dat of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse s that we can return the card to you. C. Signatures, ' ■ At tach this card to the back of the mailpiece, U�(\/ or on the front if space permits. ❑Agent ❑Addressee I. Article Addressed to: D. Is delivery address different from item 1? ❑Yes ^ If YES,enter delivery address below: ❑No Leah F. Fitch 327 Elliott Road Centerville, MA. 02632 7RPqtrirted ail ❑ Express Mail d ❑ Return Receipt for Merchandise ail ❑C.O.D. livery?(Extra Fee) 2. Article Number(Copy from service label) ❑Yes �Ooa p6 oa pot$ c3 OAS ^`y PS Form 3811,July 1999 Domestic Return Receipt L 102595-00-M-0952 , L COMPLETE THIS DELIVERY SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B._Datt of D li ery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse C. Sig re )so that we can return the card to you. w�./ ❑Agent ■ Attach this card to the back of the mailpiece, X ❑Addressee or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Richard&Karen Mannal 88 Elliott Road Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑Express Mail ❑ Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7000 OGOO OO2-S OYS' Lf 73-5^ PS Form 3811,July 1999 Domestic Return Receipt 10259b 00 M 0952 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete 13ecei ed by(P Plea ' t Clearly B. Date of Delivery item 4 if Restricted Delivery is desired. I . 191 ■ Print your name and address on the reverse �--� ;Lye s that w can return the card to C..,Signature you. �C ■ Attach this card to the back of the mailpiece; ❑Agent or on the front if space permits. ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Michael &Mary&Jane Scanlon 233 Elliott Road Centerville, MA 02632 3. Se ice Type Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) ?099 3Y00 004/ Y431 y�3 Z o PS 6,19, Domestic Return Receipt 10259:5-00-M-0952 ftl�d 1 • COMPLETE ■ Complete items 1,2,and 3.Also complete I A. Received by(Please Print Clearly) Deli e item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse 7 ry so that we can return the card to you. C. gnatu Z� C� ■ Attach this card to the back of the mailpiece, or on the front if Space permits. Agent I. Article Addressed to: D. delivery add ❑Addressee address different from it ❑Yes If YES,enter delivery address belo ❑ No Johns Katherine Doherty 42 Warehouse Road Hyannis, MA 02601 3. Service Type ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 2. Article Number(Copy from service label) ❑Yes PS Form 3811 July 1999 Domestic Return Receipt 102595-00•M-0952 COMPLETE ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B of D livery item 4 if Restricted Delivery is desired. 1 ■ Print your name and address on the reverse so that we can return the card to you. C. Xo- • Attach this card to the back of the mailpiece, Agent or on the front if space permits. ' %/ ❑Addressee Is delivery address different from item . ❑Yes 1. Article Addressed to: If YES,enter delivery address belov/ ❑ No Odonnell&Doherty&Frisby 42 Wmehouse Road Hyannis, MA 02601 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7000 -06 da 002 P 36YS 41(99S- PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 COMPLETE SECTION , • . DELIVERY End ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) I B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse C. Signature so that we can return the card to you. �'' _ ❑Agent ■ Attach this card to the back of the mailpiece, X ❑Addressee - or on the front if space permits. D. delivery address di event from item 17 El Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Nicholas Revotskie Est C/o Gretchen Revotskie F TR 68 Rolling Lane 3. Service Type Weston, MA. 02193 ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7000 OCoOa 00Z$3oYS 'fY797 PS Form 3811,July 1999 Domestic Return Receipt 102595.00-M-0952 .• W,LETE THIS SECTION ON A. Received by(Please Print Clearly) B. Date of Delivery ■ Complete items 1,2,and 3.Also Complete item 4 if Restricted Delivery is desired. o ■ Print your name and address on the reverse C. Signature /� ❑Agent so that we can return the card to you. ?�'i / , ❑Addressee ■ Attach this card to the back of the mailpiece, X _f / or on the front if space permits. 7 ❑Yes D. I livery address diffe nt from item 1 1. Article Addressed to: If YES,enter delivery address below: ❑No Nicholas Revotskie EST C/O Gretchen Revotskie TR 68 Rolling Lane 3. Service Type Weston, MA. 02193-2439 ❑Certified Mail ❑ Express Mail ❑Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) O 00 2$ `3 b y 7 Q 102595.00-M-0952 PS Form 3811,July 1999 Domestic Return Receipt 1 SECTIONCOMPLE THIS DE LIVERY IBM— I ■ Complete items 1,2,and 3.Also Complete kD.. ceived by(Please Print Clearly) B. 1) to of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse nature so that we can return the card to you. ❑Agent ■ Attach this card to the back of the mailpiece, ❑Addressee or on the front if space permits. ivery addre cite-rent from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Catherine H. Kuenzel 18 Broken Dike Way Centerville, MA 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) p -70 p ) 6 po DaZ$ c30 � �o�� 102595-00-M-0952 PS Form 3811,July 1999 Domestic Return Receipt COMPLETE • • • , DELIVERY, ■ Complete items 1,2,and 3.Also Complete A. Received by(Please Print Clearly) B to livery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. ture ■ Attach this card to the back of the mailpiece, gent or on the front if space permits. ❑ ddressee 1. Article Addressed to: Is delivery address differen m item 1? ❑ Yes YES,enter delivery address below: ❑ No Barnstable Development Trust C/o Assessors Office 367 Main Street Hyannis, MA. 02601 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail Cl C.O.D. 4. Restricted Delivery?(Extra Fee) ❑ Yes 2. Article Number(Copy from service label) 70 0 o 406 40,0 00 Z 8' 3 o 5FS �f 7Y Z PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 COMPLETE • COMPLETE ■ Complete items 1, 2,and 3.Also complete A. Received by(Please Print Clearly) B. Date Deliv ry item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Sign e ■ Attach this.card to the back of the mailpiece, X ❑Agent or on the front if space permits. f✓ ❑Addressee 1. Article Addressed to: I deli address differ nt fr tem 1? ❑Yes YES,enter delivery address below: ❑ No Joseph&Terese M Kaczyk 169 Katherine Road Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑ Yes 2. Article Number(Copy from service label) PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 L COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. D of De ery/ item 4 if Restricted Delivery is desired. rd, ■ Print your name and address on the reverse so that we can return the card to you. C. S' nature ■ Attach this card to the back of the mailpiece, X A� ❑Agent or on the front if space permits. 44 ❑Addressee D s e ive ad ress diffe ent from ite 1? ❑Yes ry 1. Article Addressed to: If YES,enter delivery--- bel w: ❑ No Grace &Donald Cox 113 Headwaters Road. Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) Cl Yes 2. Article Number(Copy from service label) 7000 o60o oozr 3oYS' 72-93 PS Form 3811,July 1999 Domestic Return Receipt 10259:5-00-M-0952 SENDER: ECTION COMPLETE • ON ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. ate Deliv item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signa e ■ Attach this card to the back of the mailpiece, or on the front if space permits. X ent ddAessee 1. Article Addressed to: D: Is delivery address differen rom item 1? ❑Yes If YES,enter delivery address below: ❑No Ann Pucciatti 75 Maureen Road Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 2. Article Number(Copy from service label) ❑Yes 099 a L Zo cot o 3�3 2.3 20/ PS Form 3811 July 1999 Domestic Return Receipt 102595-99-M-1789 SECTIONSENDER: COMPLETE THIS COMPLETE ■ Complete items 1,2,and 3.Also Complete 41sd by(Please Print Clearly) B Dat of Deli ry item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, G� ❑Agent or on the front if space perm'' ❑Addressee 1. Article Addressed to: address different from item 1? ❑Yes , nter delivery address below: ❑No ; Of) Arm i I .�---•C A� 3. Service Type V . �� I ' "` _ ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise 0'?p 3 ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 70 0 o O 6 o a oo ZS C34S�^ �c3� � PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 SECTIONSENDER: COMPLETE THIS ■ Complete items 1,2,and 3.Also Complete A. Received by(Please Print Clear ) B. Date of Delivery item 4 if Restricted Delivery is desired. f ■ Print your name and address on the reverse so that we can return the card to you. C. ignat re ■ Attach this card.to the back of the mailpiece, X Agent or on the front if space permits. e t d essee 1. Article Addressed to: 91s delivery address different from item 1? ❑Yes If YES,enter p �vero� ss below: ❑ No Janice M White Trust X 273 Elliot Road Centerville, MA 02632 3. Servic ❑Certi `x"*Is Mail ❑ Registerelieturn Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4 Restricted Delivery?(Extra Fee) ❑ Yes 2. Article Number(Copy from service label) 70Oo OGoa o028' �04�5 `f7�S`�' PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 SECTIONSENDER: COMPLETE THIS •MPLETE THIS SECTION ON DELIVERY ■ Complete items 1-,2;and 3.Also complete A. Received by(Please Print Clearly) B. D e of Deli ery item 4 if Restricted Delivery is desired. ■ Print your,name°and'address on the reverse so that we can return the card to you. C. Sign ure N Attach this card to the back of the mailpiece, X ,) / ��,1 ❑Agent or on the front if space permits. �✓ ❑Addressee D. Is delivery address different f m item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery addr s below: ❑ No Regina+lurley 154 Katherine Road Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) . 200o 060o ooz.S ( O` S- S0S'3 PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789 - t SECTIONSENDER: COMPLETE THIS COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) I B. Da;o o elive y item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signat ❑Agent ■ Attach this card to the back of the mailpiece, X ❑Addressee or on the front if space permits. D. s elivery duress different from item 1? ❑Yes 1. Article Addressed to: t f YES,eriter delivery address below: ❑ No Barbara A. Beane 164 Katherine Road Centerville,MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) _7oa a 06 Do do28 3a4S 72-8� PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 l • . . . . . ■ Complete.items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. of Iiv ry '/ item 4 if Restricted Delivery is desired. L ■ Print your name and address on the reverse C. Signature so that-we can return the card to you. ❑Agent 0 Attach this card to the back of the mailpiece, X L� ddressee or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No -Casey Family Trust _329 Katherine road Centerville, MA. 02632 Se 'ce Type ertified Mail ❑ Express Mail ❑Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 70oa 060o CC) 2-R' 30Y5' 'Y6$_0 PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete.items 1,2,.and 3.Also complete A. Received by(Please Print Clearly) B. D e o Delivery item 4.if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signatur 7i ■ Attach this card to the back of the mailpiece, / ❑Agent or on the front if space permits. (eL ❑Addressee D. Is delivery address differ nt from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Shaw Taylor 808 South Main St. Centerville, MA. 02632 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑ Yes 2. Article Number(Copy from service label) -7004 QG 00 0,0 zg' 30 S 72.4, 2- PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952 L �oFIKE t� Town of Barnstable BARN I,FM. = , p,0�' Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul J.Camuff,D.M.D. November 21, 2005 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 RE: 36 Broken Dike Way, Centerville A= 227-080 Dear Mr. Schnaible, You are granted conditional variances on behalf of your clients, Laurence and Jill Junda, to construct an onsite sewage disposal system at 36 Broken Dike Way, Centerville. The variances granted are as foHows: SECTION 360-1. Town of Barnstable Code: The soil absorption system and septic tank will be located 58 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than four (4) 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 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 four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\SchaibleSIRHAL2005.doc (3) The septic system shall be installed in strict accordance with the engineered plans dated September 25, 2002, revised October 28, 2005, signed by the John Schnaible, Registered Sanitarian dated October 27, 2005 and signed by Mark Joy, Registered Land Surveyor dated October 27, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated September 25, 2002, revised October 28, 2005, signed by the John Schnaible, Registered Sanitarian dated October 27, 2005 and signed by Mark Joy, Registered Land Surveyor dated October 27, 2005. You are also granted a one-year extension to your disposal works construction permit # 2003-083. This permit will expire on February 26, 2007. The septic system must be constructed and installed before this date. 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 a coastal bank. However, the actual watercourse is more than 100 feet away from the proposed septic system. Sincerely yours, VYmo- I tt1U9� �� Wa a Miller, M.D. Chairman Q:\WPFILES\SchaibleSIRHAL2005.doc . Bk 16357 PIs 191 013132 02-06-2003 1 O = 42u DEED RESTRICTION WHEREAS, The Nicholas Revotskie 1992 Trust of 68 Rolling Lane, Weston, Massachusetts 02493 is the owner of 36 Broken Dike Way located in Barnstable (Centerville), Massachusetts (also referred to as Lot 9) and being shown on a plan entitled "Subdivision of Land in Barnstable (Centerville), Massachusetts, Property of The Barnstable Development Trust" by Charles N. Savery dated May 15, 1970 duly recorded in Barnstable County Registry of Deeds in Plan Book 239, Page 131; 1 WHEREAS, The Nicholas Revotskie 1992 Trust as the owner of said lot has 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.lot as a pre-condition to obtaining a disposal works `) construction permit in compliance with 310 CMR 15.000, State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; 1A/HEER A C 4ho Tn...r, of Ce no4eh o Rnarr! r\f I.. 141� as o nrw-e-^r% ;4inn 4i\ rer% in a Alan/�\eel VYI IVI'\E!"\\J, IA I-- 1 VVVII VI LJGr1 IOLGL.,I- LJVGIM VI 11=411.11 GJ G F.I\y'WI 1%.IILIVI I LV gI GI ILII IV G %4I.7V%j$a works construction permit for aseptic system in compliance with 310 CMR 15.020, State Environmental Code, Title 5, 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 Barnstable County Registry of needs by recording this document; 1") NOW, THEREFORE, The Nicholas Revotskie 1992 Trust does hereby place the following �p restriction on this above-referenced land in accordance with this agreement with the Town of M Barnstable..Board of Health, which restriction shall run with the land and be binding upon all successors in title: 36 Broken Dike Way(Lot 9) may construct upon the lot a house containing no more than four(4) bedrooms. The Nicholas Revotskie 1992 Trust agrees that this shall be a permanent deed restriction affecting Lot 9 located at 36 Broken Dike Way, Barnstable (Centerville), Massachusetts, and being shown on the plan recorded in Plan Book 239, Page 131. d�r titlebf The• icholas Revotskie 1992 Trust see the following deed: Book 8005, Pages 120 & nt =day of k , 20 erg a Id instrume 0,/�, ui4/.ui Owner's Signat..4re `' • Owner's Signatue A� •. s, ;BLIG ,•r t '46 .. E.'k 16357 Ps 192 COMMONWEALTH OF MASSACHUSETTS Middlesex, ss 200 Then personally appeared the above-name known to me to be the person(s)who executed the foregoing instrument and acknowledged the Sal me_, be their free act and deed, b re me, �N,1 IIIRl11tj%; .kh • norrimission expires: n::. •.,• , , (date) TRUE Copy;Arr . JOHN F.MEA r,,3 WNSTABLE REGISTRY OF DEEDS Town of Barnstable • • • BARNSfABLE, MASS 9. ,� Board of Health AjEp�,�A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 20, 2002 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 RE: 36 Broken Dike Way, Centerville A= 227-080 Dear Mr. Schnaible, You are granted conditional variances on behalf of your clients, Laurence and Jill Junda, to construct an onsite sewage disposal system at 36 Broken Dike Way, Centerville. The variances granted are as follows: PART VIII, SECTION 1.00: The soil absorption system and septic tank will be located 58 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than four (4) 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 proposed "den" room, as shown on the submitted floor plan is considered a bedroom according to DEP's definition of "bedroom" within 310 CMR 15.000 the State Environmental Code, Title V. Therefore, the applicant shall submit a revised floor plan either showing removal of this den room or showing no door(s) at the entrance-way to this room with a minimum five feet doorway opening at that entrance-way. SchnaibleJunda (3) 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 four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the engineered plans dated September 25, 2002, signed by the John Schnaible, Registered Sanitarian dated December 3, 2002 and signed by Mark Joy, Registered Land Surveyor dated December 4, 2002. (5) 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 September 25, 2002, signed by the John Schnaible, Registered Sanitarian dated December 3, 2002 and signed by Mark Joy, Registered Land Surveyor dated December 4, 2002. 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 a coastal bank. However, the actual watercourse is more than 100 feet away from the proposed septic system. Sincerely yours, Wayne Miller, M.D. Chairman SchnaibleJunda F1N�A TRANSMITTAL G oaa�ecax nvc. RECEIVED 260 Cranberry Highway Orleans, MA 02653 ((;; (508) 255-6511 Date: 12-03-02 �FF`> roject�No.:C15681.00 Fax (508) 255-6700 TOWN OF BARNSTABLE� e-mail: info@ceccapecod.com HEALTH DEPT. To: Thomas A. McKean, Director Board of Health Variance Request Barnstable Board of Health Proposed Sewage Disposal System For Barnstable Town Hall A New Proposed 4 Bedroom Dwelling 200 Main Street Larry and Jill Junda Hyannis, MA 02601 36 Broken Dike Way (Centerville) Barnstable, MA Map 227 Parcel 080 HAND DELIVERY ❑ FIRST CLASS MAIL ❑CERTIFIED MAIL ❑OVERNIGHT gTOR APPROVAL —]FOR YOUR USE [:]AS REQUESTED ❑FOR REVIEW& COMMENT We are sending the following items: Copies Date No. Description 4 12-03-02 Variance Request 4 12-03-02 Owner Authorization Letter 4 04-16-02 Soil Suitability Assessment for Sewage Disposal 4 12-03-02 227 Abutter List with Assessor Map identifying locus 4 12-03-02 15197 $85.00 Check made payable to the Town of Barnstable 4 12-03-02 Proposed Floor Plans: First and Second Floor 4 Revised SD-1 Sewage Disposal System Plan for Proposed 4 Bedroom Dwelling 12-03-02 For Larry Junda, 36 Broken Dike Way, (Centerville), Barnstable, MA Comments: Please accept this request for the December 17, 2002 public hearing. A If you have any questions or require additional information, please contact our office. Thank you for your assistance. cc: Larry and Jill Junda, Applicant Nicholas Revotskie 1992 Trust, Owner John G. Schnaible, Registered Sanitarian Julie A. Henderson, Permitting x 563 NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. I > December 3, 2002 C15681.00 Thomas A. McKean, Director Hand Delivery �A ,TAL Barnstable Board of Health GIN RING 200 Main Street j COMPANY,INC. Hyannis, MA 02601 4 260 Cranberry Highway Route 6A I Orleans,MA 02653 Re: Board of Health Variance Request Proposed Sewage Disposal System For A New Four-Bedroom Dwelling I Larry and Jill Junda PHONE 36 Broken Dike Way I' 508.255.6511 (Centerville) Barnstable, MA Orleans Map 227 Parcel 080 508-487.9600 Provincetown 508.778.9600 Dear Board Members: Hyannis On behalf of our client, Larry and ,Jill Junda, we are requesting relief from the Barnstable FAX Board of Health Regulations, Section 1, for the proposed construction of a Sewage Disposal 508.255.6700 System for a new four bedroom dwelling at the above referenced property. Relief from the &MAZ following regulations is requested. info@cecmecapecod.com Town of Barnstable Board of Health Regulations Was www.ce=pecod.com Section 1.0 100' Setback required to sewage disposal system from wetland resource area ENGINEERING (Coastal Bank) Civil 58, Provided to Coastal Bank(septic tank& leaching facility) Sanitary Structural 42' Variance to Coastal Bank requested ( Environmental marine IJ A representative from our office will be attending to discuss the project in further detail on y Site l December 17, 2002. If you have any que ions, or require additional information, please LAND SURVEMG contact our office. TECHNICAL SERVICES CONSULTANTS Sincerely i COAS A EN NEERIN O., C. i COASTAL ENGINEERING exists to help our clients achieve their Jo . S naible, R. S. goals.We do this by understanding our clients'needs;by JG /jg11 understanding the issues that impact their E osures projects;and by providing appropriate cc: Larry and Jill Junda, Applicant Nicholas Revotskie 1992 Trust, Owner consulting,engineering and surveying d:\doc\C15000\l5681.00\permitting\BOHV 12.02\Junda BOHV Board Ltr solutions. �3RE DATE „ FEE: + BARNSTABLE MA88. � 1639. ��� REC. BY prFD�r A Town of BarnstabkCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 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: 36 Broken Dike Way (Centerville) Assessor's Map and Parcel Number: Map 227 Parcel 080 Size of Lot: 1.6 acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Larry and Jill Junda Phone ( 08) 655-3625 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Nicholas Revotskie 1992 Trust Name: c/o Gretchen F. Revotskie- Trustee Name: John G. Schnaible, R.S. Coastal Engineering Co., Inc. Address: 68 Rolling Lane, Weston, MA 02493 Address: 260 Cranherry Highway, Orleans, MA 02653 Phone: Phone: (508) 255-6511 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Town of Barnstable Health Regulations (See attached letter) Section 1 0 100' Sethack required to sewage posal s-ystem from wetland resoume area (Coastal Rank) (septic tank & leaching facility) 42' Variance to Coastal Bank requested NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) _ 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) _ 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 Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LKFB\VARIREQ.D0C December 3, 2002 CI 5681.00 Reason for Variance Request For 36 Broken Dike Way, Centerville, MA. Existing is a vacant lot with the Centerville River to north and west and wetlands to the south. The lot is heavily vegetated with a coastal bank essentially on all sides of the upland. Proposed is a single family dwelling with a garage. The location of the sewage disposal system is maximized from the coastal bank, the Centerville River, and the wetlands. There is no other suitable location for the sewage disposal system. The sewage disposal system is more than 100 feet from the wetlands and the Centerville River. The closest distance to the coastal bank is 58 feet from the proposed leaching system. The septic tank is 72 feet from the coastal bank. If the variance was not granted the lot would be unbuildable. The applicant/owner proposes a sewage disposal system limited to 4 bedrooms and sized to maximize the distances to the coastal bank,the river, and the wetlands. The coastal bank is heavily vegetated and not eroding so there would be no more encroachment of the bank to the sewage disposal system. The sewage disposal system is set back so that the installation would not destabilize the bank and the preconstruction measures would provide siltation prevention and not allow construction debris from reaching the coastal bank. The effluent from the leaching system would have no effect on the coastal bank. The sewage disposal system meets the state Title 5 regulations for setbacks to the resource areas. Based on the information provided, the same degree of environmental protection can be achieved without strict application of the setback to the coastal bank I FROM LJunda FAX NO. Dec. 03 2002 01:37PM P1 December 3, 2002 Coastal Engineering Company, Inc. 260 Cranberry Highway Orleans, MA 02653 Attn: John Schnaible As Trustee of the Nicholas Revotskie 1992 Trust, I hereby authorize Coastal Engineering Company, Inc_ of Orleans, MA, to represent the interests of said trust, before the Town of Barnstable, MA, Board of Health, in regards to obtaining a septic system permit for a parcel of land located at 36 Broken Dike Way, Centerville, MA. a e n�ce E. Ju Trustee, Nicholas Revotskie 1992 Trust 10 McGregor Drive Sherborn, MA 01770 (508)655-3625 - Town of Barnstable P# — Department of Regulatory Services Public Health Division Date / U 2 200 Main Street,Hyannis MA 02601 ► BARNSTAKA 6 l/. O Date Scheduled Time U ✓y Fee Pd. l L �Eo tA►r� � � () �- � " Soil Suitability Assessment for Sewage Disposal ` SctluA���,t *9AgtQ l�-I• �TP Tots. AGft{ ►�S °( Performed By: JOHN �' lAlp�- Witnessed By: r r:up reamrr n;:a'6;,n:i!:::sa;!emr•ri'n,r a,u-aia in.r. I .I'!h�'. I,I! u..,Ili!'II''ll.l:i�h''i'I'�,rpp;'�..,4!: L,o-:l!'NR;, ij'r:�:`f!rlGi;,�'ii;!rmp e4„�!�,..�'::�I;�41,L Irl:�!n!Ipllll .6,�,5d�I ��Mil�!11�' t�A6 rim' � �n!'I�;•�Ir !R��?!Nfd!�:rr�a.Ir�l IU I I:-'i:rr:a.I.� W, d C':I�i Owner's Name Location Address 36 /!rdkt� 'k w1� �v�G&10 L Address Stkr 0-2a r A A, 0 Assessor's Map/Parcel: 9 a 7 _U 90 Engineer's Name (paJ/./E/ '7. NEW CONSTRUCTION REPAIR Telephone N Land Use S t D Tt��— Slopes(°/0) Surface Stones I�0►1� Distances from: Open Water Body `�" ft Possible Wet Area 115± ft Drinking Water Well Z Do f ft Drainage Way �0 0 + ft Property Line Z_ 2"�ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) / ZIS Q � P + 1 J i Parent material(geologic) PIitAL 0U)�wASe.dg� Depth to Bedrock 3Do Depth to Groundwater: Standing Water in Hole: Iv 0 N Weeping from Pit Face N 0"A E Estimated Seasonal High Groundwater 5 1 .. � ..... ::::": :.:.,: ,::.Old :,:,r�:r�m�r.'r'v:r:r�::;;I'^'r x P'rHa;�n.;t;;n:Ix:aaq::r...isn.;y.Irra,...rn+nri.rs:'!!!n ;:: •:r:'. +ul"::�;rc. I,.F!,C; INS"!. ;,,. ,: v rl•'I'! :,'p :!'r r n:::e::;�l�a�:rl;:yl:.r, I,r !.:I� r �I :.I II: �r .I .Ilr ��II li�!liuf�i rli.IW .I :I I I II i�! P! , �. I: I I WIN 'I II I! r r r Hr .:;I:h y'rI�4d aNnh I !� '� i1 : I �I 'f� l �I III IalliF�wl:�l..11�lld�ly .I'.�' 1 h•I1h�b it I -1h -13„�_`.i h ff''I:-� r � y_:m:." mw�-1i!!I,'�-1": a�Ir:�da,:":.� �I Gh:IM:. .a,",.."„r 4a�..":ry u,,:j:". d:.� rm:H"":: ",.:.""..:._:.. Method Used: 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 N Reading Date: Index Well level Adj.factor Adj.Groundwater Level— ��,,!iir,,:n:: �a:�::,rhs!ie5y::� :" m•r"ma::::"n:r^•.a.'e;_.,,••.::r':rhr'::r,.H::_H..!.::P'r!r.::,,::.:".."(;p.:::c.=Im'.u"rA:. r.:..,,�.."a�;..r.,.. 1 7..:'�a..;irri�l:i t:}�.I:.a,...i s Ii:d,.,; L 5 r � PL:......IT: �(''; r!�:I�a!hl.:!F! udI .rd r:e!:II!:@:a f !� �!..Ir:L...l: Observation 2 Time at 9" Hole# Depth of Pere / n LL (�d Time at 6" l�-i1-- Start Pre-soak Time® o fl o 'Qd Time(9"-6") End Pre-soak Rate Min./Inch �Z' L 2 Site Suitability Assessment: Site Passed x Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-- -- I Depth from Soil Horizon Soil Texture .oil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ' 4I18iS1�Srl(.°�.4�IBYSII..__ `'_ `� '' � �.oavri�lS►oN� 1oY�-S�S �o�G II � vf Alth 2'► '-12� � SA�� 1bye.. � � �. N1.�vtn. S .......... Z':.QBSIVR'tr�T:X�I�i:>� ±D:TAT,.:L,i� Depth from I Soil Horizon Soil Tcxlure. Solt Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. _�9I1S1114d�7i�%C ) Ott 33 �,,�nm SANo 16 `(� s�� Kok,E It�o rr-. --rb C- 'SGr14 �0 �a-`1`�a COARSE 5Ayo w�-r� 5+,•�t; 4,c�vE�, ,<. Depth from Soil Florizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. sislencol+ %Gravel) Depth from Soil Horizon Soil Texture Soil Color S 01hr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. nsigtgncy.%Gravell Flood Insurance Rate Map; G DOATro►1 ►' �o I`l. `T>✓� L S p� Above 500 year flood boundary No Yes Within 500 year boundary No 1X Yes Within 100 year flood boundary No k Yes pePAjL-Qf NatjuAity o=c r pg Yervioits 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? YI%S If not,what is t e de th of naturally occurring pervious material? i c I certify that ��(date)I have passed the soil evaluator examinatiWd e .Department o nvironmental Protection'and that the above analysis was performstep w' the required aining, expertise and experience described in 310 CMR 15.017. �j December 3, 2002 C15681.00 �� OA ,TAL Abutter Notification GIN RING y COMPANY,INC. j 260 Cranberry Highway Certified Return Receipt Requested Route 6A Orleans,MA 02653 I Re: Board of Health Variance Request Proposed Sewage Disposal System For PHONE A New Four-Bedroom Dwelling 508.255.6511 Larry and Jill Junda 1 Orleans 36 Broken Dike Way 508.487.96� Centerville) Barnstable, MA Map 227 Parcel 080 r Provincetown I 508.778.9600 Dear Abutter: Hyannis FAX On behalf of our clients, Larry and Jill Junda., we are requesting relief from the Barnstable 508.255.6700 Board of Health Regulations, Section 1, for the proposed construction of a Sewage Disposal System for a new four bedroom residence at the above referenced property. The following FMB variances have been requested. i info@ceccapecod.com WEE M Town of Barnstable Board of Health Regulations ' www.ceccapecodcom I Section 1.0 ENGWEEMNG 100' Setback required to sewage disposal system from wetland resource area Civil (Coastal Bank) g Sanitary 58' Provided to Coastal Bank(septic tank& leaching facility) Structural Environmental 42' Variance to Coastal Bank requested Marine Site Information regarding the public hearing and/or copies of the Board of Health Variance LAND SUMMING Request may be obtained and/or examined at the Barnstable Board of Health Office, 200 Main Street, Hyannis, MA between 8:30am and 4:30pm, Monday through Friday,or by TECHNICAL SEMCES contacting them at(508)-862-4644 or our office at(508)255-6511. The public hearing is CONSULTANTS currently scheduled for December 17, 2002 beginning approximately 7:00 p.m. at the New Town Hall Office. COASTAL ENcnvEERnvc Very truly yours, exists to help our COASTAL ENGINEERING CO., INC. clients achieve their goals.We do this by understanding out dents'needs;by Julie A. Henderson understanding the issues that impact their projects;and by cc: Barnstable Board of Health providing appropriate Larry and Jill Junda,Applicant I consulting,engineering Nicholas Revotskie 1992 Trust, Owner and surveying John G. Schnaible, R.S. solutions. j!L r d:\doc\15000\15681.00\permitting\BOHV 12.02\Junda BOHV Board Ltr Abutter LISt: Town of Barnstable C15681.00 Board of Health: Variance Request Job Description: Proposed Sewage Disposal System for Proposed New Four Bedroom Dwelling Locus: Applicant: Owner: 36 Broken Dike Way Larry and Jill Junda Nicholas Revotskie 1992 Trust Centerville, MA 10 McGregor Drive c/o Gretchen F. Revotskie, Trustee Sherborn, MA 01770 68 Rolling Lane Map 227 Parcel 080 (508) 655-3625 Weston, MA 02493 Book: 8005 Page: 120 Abutters: Map 227 Parcels 080, Map 228 Parcel 171 Map 227 Parcel 077 Map 227 Parcel 079 Nicholas Revotskie 1992 Trust Leaf F. Fitch, Tr CRM Nominee Trust c/o Gretchen F. Revotskie, Trustee 327 Elliott Road Charlotte R. Messner, Tr 68 Rolling Lane Centerville, MA 02632 27 Broken Dike Way Weston, MA 02493 Centerville, MA 02632 Map 227 Parcel 081 Map 227 Parcel 082 Map 228 Parcel 095 Timothy J. &Keeley T. Scales David C. &Jessica M. Trimble Marion Manes, Tr 18 Broken Dike Way 351 Elliott Road Manes Investment trust Centerville, MA 02632 Centerville, MA 02632 211 River View Lane Centerville, MA 02632 i r P s 1 e Al 1p as 001 Y 00 a - A~ ,• � � � ,aol �11 3^ I 1 fP e! L �y : . _ o _ q b�lol.�•1) aol ro � p a• k is 'JI !� w►ol• o,. 00) as s _— — ?X o r �I u IPA ID- " �, � O • • 0 �►y ~ At 41 •+ Y • Dry j C O C6 LYI 21 aYl: �v" Y � � � } '� t u s cap` *t. _ �.i �e�y . tJ` /d e j e�•1 O t t ' 1 yaaw).. �w C10 © 0 eg^ t rn g A / J S o u V r •� J ''� fie-i \ 1a �� � No v \ � ^ V i� J•� 3� . r 1l V e ® ��, a . < m c n ` t O � J et ��f9_��•�J m J w Y f+ rF• � .T �r'• • � O � . A 3 SF• • loJ 41 d t� ' Q \ i a) r IOr ISO n � �• Oft ��� p _ — — a.7 ynrod a••O37' 05 .. 3.� G • p1 ��Z•! 9 ee r. ?r r f - 15197 CAPE COD FIVE r ,` .. ;• _ ' ORLEANS,MA 02653 .1 COASTALENGINEERING.CO.,1NC 4 5371072113 266 CRANBERRY HIGHWAY _ORLEANS MA'02653 Decemb er 3,2002 - - - - CHECK PAY o Eighty-Five and 00/100 Dollars - V AMOUNT TO $85.00 Town of Barnstable 1100 15 19 711' 1: 2 113 7 10 781: 139 2003 1 2011' - i COASTAL ENGINEERING CO., INC. 15197 Oa L CO (S) Floor 1 N m m N m 541 O" / A' 10' 0" �— 26'011 18' 0" .o J— i Bath . O Bedroom Foyer Kitchen o �, ..._ .- ......... V �1 x CE ao N Study Dining 5+L �/ Great Room ro 2 V' 001 � I F"7 0 Plan 2 a M RECE 1V Ys ® A / DEC 0 3 2002 Coastal Engineering Co.,Inc. N m A N ra I r ; tia Bat Crawl 1► b 10. Bedroom il; �i.......i---. ------ bed ..;.. Bath �� � room , v / x QLL ry iN CrsWl �10 . Crawl Crawt b Master Bedroom J Plan 2 2nd Floor t COASTAL ENGINEERING CO., INC. 260 Cranberry Highway,Orleans,MA 02653 Phone: 508-255-6511/Fax:508-255-6700 TRANSMITTAL Web Site:www.ceccapecod.com To: Barnstable Board of Health Date: April 19,2002 Project No. C15681.00 200 Main Street Via: 01st Class Mail❑Pick up ❑Delivery ❑Fed Ex Hyannis,MA 02601 Fax: Phone: RECEIVED Subject: Soil Suitability Assessement No.of pages to follow: APR 2 2 ZOU1 36 Broken Dike Way,Centerville TOWN OF BARNSTABLE ❑Plans ❑ HEALTH DEPT.Copy of Letter Specifications ®Other We are sending the following items: Copies Date No. Description 1 4/11/02 Soil Suitability Assessment for Sewage Disposal These are transmitted as checked below: ❑for approval ®for your use ❑as requested ❑for review &comment ❑ Remarks: cc: By: John G. Schnaible,R.S. JGS/dlb NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. Town of Barnstable P# a Department of Regulatory Services Public Health Division Date 44h 2 p� 200 Main Street,Hyannis MA 02601 r • r • BABNSTABiE. • - / b tee$ l_ U0 ✓y Fee Pd. l UU �i�oNud• Date Scheduled - 6A Time ✓� Soil Suitability Assessment for Sewagel Disposal 11 Performed By: �Ol-\►1 6..5�'Fl1sA\��.'G I.bP A\..evlL,• Witnessed By: VAy►2 U► A1JT_6T�A�r1 I45%GIo(( HIM .. ..... ... .:.,...:.._:,...._........... :..r.v.._........_,..:..:....,..:....;�..,,.r:�r,:l:r ..,n,,..:....,......a...u..._...Ii...,,.:....,.,,. .. .,..r,., ::1'!in!�L:u n...i.u., .,.L.... ..ri rrr.i_,..... .... ... ............._...:....... ,..,..,....._f,.._.......h..,....r..r.....r..i::....:,:..,.r.:,i.:...r..,.:!,i......1:.,.u,..f......{..,......,.... , i,n!',..: .. ....In...u: .:....... .....: ....!,::n!:1..1...._.....,...,�...,.:,.!, .I.....r.ii....,.,.,..,..........,.J,....u..v.rr.i..,!..i_.!...,r. .,..,..� � ' .. i!! ,,i....'L.!:,,.. .,:-{r ., r. A V,aLocation Address Owners Name nw� 10 M�GR6C,,dP. V��V6 CPA} ry wt Address Sla6RBoQ M , -A A• Q 1„0 Assessor's Map/Parcel: 7 _D 1 i p Engineer's Name [rruj{u E� %�aer NEW CONSTRUCTION REPAIR Telephone# r70 Z5S'CAS►� Land Use S\Q Tl �-^ Slopes(r/r) Surface Stones ►.�0V1S" Distances from: Open Water Body S'�" ft Possible Wet Area MI5'' ft Drinking Water Well 'ZOO+ ft Drainage Way t 0 0 + ft Property Line 27. ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ZlS Q 3 � P Parent material(geologic) p.) �~�U�W AS (G�►$� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: r N�0 N Weeping from Pit Face N 0 V1 E Estimated Seasonal High Groundwater is 1 .4- .......................:.. .._..... ..............._........... .. .n:�.:..r........_....... il!iMR,_,+;ii!!ij!!''::E;i^.!:ii!:!!ilti!!HJ" . ......._...............................:...r,-:...,.,...........,,r.�,:.,rrn,:..,....rr, ......._r:.....,r..... ,r,,!;.i!.!!!u.L..::,.........,.....:,.....,..r....,..,.!!. .,r r,�:a: ,:n ... ............:. ....... ........�,!::,::r,�,,era::,!:r..,.r...,....,...r.ri.......c..,..,i..,,..r:.,.i...:.a,r.,...,....; ..u.,. ...... !............ ..! ::... i!e:l., :'!il!.6!:,!L!!:r� ! tls.•n::...::.....: _. ... _, i. ,. ,.. ., . n , ..r. : u., ... .::. ., r:!!.. r ::i :::unL::::� �r..v..._r......n,v1..!.,.........1. ::d: �-,:::_.... Method Used: 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# _ Reading Date: Index Well level Adj.factor Adj.Groundwater Level— ; ... it .,r ,;_!,:!:.,.!!.!.!,r.'�!...:".!ri,:r1........F...r..Fi:..::.:v:.:r.,:,.�.r::..a�•yy,1.. ' .. at.. �A .'. Y. r 'cL_3N ._. ., : � .,ii:l 4.!1..: .e........ u...:.n..,m..,...:.... Observation Hole# Time at 9" Depth of Pere _ to d", Time at 6" Start Pre-soak Time @ b' 0 0,Q0 Time(9"-6-) End Pre-soak Rate Min./Inch Z L 7i Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back n•NRAr THAMPF.RC'FORM ................ . ....... :<:»»r :;<:<:>:;<;;;::><:;::::;�;:>>::;:<:::�::>:;::..�:::::: ;»;:.;:.:;•:;;;:.:;:•::> Soil... .. Other Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. oo Gravel) Zl`-Ia I:oAm`t Spot) IZ `'- � " � �a�•�l;r,N� �oY�-s�8 µour MUM- i6m Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 j Gravel) '�tl� �j3�� � L,�rm� Slallo to ��.sl�• �o�� .,. 15.404 rJ Q �a—1`la ON 5 f W lTK S�M� Ct,R�4E.�, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface om o (USDA) (Munsell) Mottling (Structure Stones,Boulderes. % f .:O��ER;;::::.::.::::.;::.::;.;:.::.;:.;:.::.�.;:.;>.;;.::;.:>�::.::>::<.;:::.;;::«:::.:;�:::.......:....:.;:.:...: ... . ::::::...::.:.:;.;;.:::.:.....:.::.....::.:: .............. ......... Depth from Soil Horizon Soil Texture Soil Color 5011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) Flood I-asurance Rate Man: LOIi/�T�ot.l U� Sot'l. `�1✓�L S' p� ; Above 500 year flood boundary No_ Yes x Within 500 year boundary No Yes Within 100 year flood boundary No k Yes Depth of NaturAft 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? Y1%S If not,what is t e de th of naturally occurring pervious material? e ti c i I certify that (date)I have passed the soil evaluator examinatio ro d by e Department o nviromn7 tal Protection'and that the above analysis was perform d y co step w' the required aining,expertise and experience described in 310 CMR 15.017. 9 to 47 I ws �i ct> .�4 I VHF r ao � AIL w5 r � C+1 vt 34 - 0 I � 3� 7LP OF Fau.IZvYnv./ (7.o. 51 O —© ELCAI, '+ I cm it o to"xlu"ca l�lo"&.40-7u 6c `" CcNCREsa M 4'a° a=P bomVs 1 I 3o"x3osx1p FboT.ar4 "r C 2ACE Scs 6E / _ ` I rn - . N 82 - T 77-ft f R,� pit e:00 Or�.AvT) a D `O Q ;✓ 1 RE6ae T-ES 7D 8,1fle 31/ T.0.F.@ F/a LA.LLY COS, � `O Etc'V 23-5' h wr2 c1r� is �iCc L • / C'RRcJ L SPPGc` � W6 W 6 ' ['IQfl tOL"� Cvr�) /� � An/Cttn�. Pot.s IL7 Coal T,O.F. o (7yP/CAZ� OR �i_O� O.C. sc V,F' O�p,JA;L O W 6 @.Lev. 2 3.5'* O G' �k w r� on1�y icic"Ga',trET .e ------ 2 S i 0,, J �) rqlz,�f 4�o" o.c. (- P,eAL) TYj/Ck`, 8-TAlk5 3 . e, APPROVED BY: C.oA1cRp ' SCALE: //= r/� DRAWN BYN.IC.�khVtt_ MAiI!ta_�}x( 5' P� DATE: 12 12'Z G('�1 REVISED S @ 04,. Cc /t4 A /D=J" /S C o" DRAWING NUMBER Fssa•dEmr=�r fi.�b/�,.,,. � Fv,,,,�li7v/✓ Pam„// AS-/su.�r / n �cC ,. S,c:C7oN vEcR"'I T/ON rt A-A 41-b 1e Q wzd.T3 1 1f 1 I 1N20.T1 W�Tq G. it - - - ,. ' im /V, 1F txrnulr W 3p W 3Q W 3Q µl3Q V41 W1 f _ ' v.4 k i ITCI{cn-/ " h pv;vrny Q > ho DID 2bcLC%c DlO A, li ID b - - C 'x 4 O o aa - f t TC VIF if f a OS w! J�!T� bS 1rI 46iX42"L SCALE: APPROVED BY:A-ADRAWN BY 9 DATE: OZ1Z'2-1 OG REVISED 15 0„ C v u-c A4,4 016 3 2 DRAWING NUMBER �e��s �rr„a�';, I�Lgy✓ / AS-Buhr 6, 4" �I 7,_ b<.. J2�:. � 4-6�i� �i�4�ti. 3,�4�..VIF r W3c I W2a W 1 wzb S2 1 ;o w2a I ;� { wzc • Soiucw4' TL* { if MA gRaoat I �L� �� D9 ^dam -01 t SHowc2, 1u201 h 4$"m3br tt w 4 b 'glad DiDb ,� k 1 th SPACE cor a� _ '3x2—= 9 j 4 x 3 = 12 t W1 W9 `� �N1 W1 4 x 3 = 12 � � -n��✓. ar���cc;a v. � �Ra+.�-c__ [f APPROVED BY: �F{ 5o w4 W1 we, SCALE: ! '- l��•' DRAWN BY 14,jC, Soq i DATE: 02 122,1 U(o REVISED �'_nlvrt.te' A —' DRAWING NUMBER .�.�Q 41 + ¢ AS-AL"c-T a 11.��� V� �� f � j !I J • r , ' qF 7� ba. /2�-i'� 4►/2 ;4,,.ViF ` c�cCk W3C � , Iwza w7`- vV2b � S2 w2a i W 2c vJ20, v .SoAtcW y• .�. N T06 (7=T Ip i MAs g { i c'�ti X •; D9 � . 1 ... ...._ - e t m � � � Z� w 4 b oll DMA e � D9i F - - 1 (-:�T7,C SPAc.c -- __ Dm1 �1A,RAM 2 20� it.S" ,W --�i 13x2 = 2G + 4 X 3 = t 2 t W i VA+9 '<o i1J1 wl `JU W4 w$ We SCALE: 1 1/15 „ APPROVED BY: DRAWN BY 14,1c. �eftEir� DATE: O?/22••/ 0G REVISED J2_ DRAWING NUMBER Vrto FL1.10`E AS-AurLT j 1 1 I " As per Barnstable Code Order No. 2001-036: 53 r - o ____�_ __�___.__.__... —_ „1 Second Floor Gross Area below the "attic space": 1,883 sq. ft. s Half story allowance: 1,883 sq. ft. X 0.66/0 = 1,242.78 sq. ft. Proposed finished"attic space" gross area: 1,151.07 sq. ft. r I 1 i s STOR AC9 E 1 QW, v!q o'-e4 0'4. j��rRs Rc Fic'CC'A .T' �',.e HA L APPROVED BY: Sr-ALE: DRAWN B te Y 14.k,SPA DATE: OG�0z/04-, REVISED 3ra '$RoK +3 �oV-X- WAY CEt4rFkv#LLZ MA DRAWING NUMBER ATTIC FWOR ,PLA / Rites V&vr i 2 142 PLY woo�j • 2x12 RiD46 /217 C ` r_• 2 x 4 couL*k rl� a 0 1 \V �1 2)(10 22' VIF " ,\ SQL (TYPICAL) 5 � O ;^ 2x4 wAu. r?v� `9 w/ R-l3 2 X 10 A I'W,, RAF'PR S@ 1(-"o•C, - ,.. PITCH 5.67 VIF (A.AooF) o 2XItQ /r." c•G ZXIZ Q 84" O-C. 29I0 M LV L LV L BEAM S -per O 2X4 WAu- a w/R-t3 (';yv.CAL) - o pf 2x12-@ 1(." o.c. 2X12@ IG" o.C, 2S,y { x 6 w At.L S'f1/1 3 Criai .� TF I ( I M I I `o / 17 1 CD I � I III •� � � ( I 0 4 O - p -� i� APPROVED BY: n J SCALE: 'I c (/4 DRAWN BY Hk„ daQ►PR;, �-- F 4- SCALE: , �� REVISED 54 P—"W.W iU-6 WAY . j CEA170tv#u-#;- A4A /o°N x f$w �JIYn/UOtl1 DRAWING NUMBER F007NV4J Jklc77on/ A—A VHF-FDA i+rn.,;wq•fo,` �Q'� VE'k,*7- " o+ Z4,/txia aAFiExC,s i2. 2zt2 R,k_ ae, Fjwar d/t/r.�.✓At_ - 9 it R/i✓T NOT-70 - - `",�` �. Zx4 ca-4A Q0 . i xG L614E2 .1 [4 L"- - _ 2 x IQ CIEua {DI/LTS w/SwFFrT VeVT Vtrh.^E�� �r ✓y r� C 7voic.u..) L l�ae} <arm + to z4 vrF� i sari cRrid:/ zx4 ways &s P/TCH to. vt'sF\ R_aq a aor W Rt314JdLAawv qtr�, Ef`iY' •�t i ctJt" :A`f77iC FCoctQ1 CTYPM/Il. -.r�ii: km" Zx-¢SRA-44 o a cvc ae-dw, r/s 4,w @ to/ I x 3 ST,NPPrw&, CTfptf�t_) OR a'qur,/, C7Yoic.rc) ! I c 2xQ tJAtt, S'at7S O �O W/ R-13 1� I - � N /,0" o.,.. i �ova�d'c i r7�,r (2xe2@ la"O.C_� ( J OAk-Y i , { zx q w*u- SaAc 4 2x4 wain ,-�j R-i 3 R-/3 f N07i:: //V-raLA7)0,,/ PACCIAC C (� IS s7�s w/ (Trv,a+) �' m 78o C,-R HPPEYv�/X T_ 4 T S C� (TYPiGI) 1 CrWE(1 TO ]OASTS (:d .rEgmt - ' t O ri "n ; 2 x IZ. 30is-rs Ca 1(-"O•C. CTYPiCAL) zxrz ae. ' T 2XIO X R-19 IMSOL4TOIJ rFiem�+t SNP 4"i.onM O.C.(7y*/04L) C�YPrcM-� . l_AU-Y Col. (7YPIZAL) . r-J SCALE: I= 14, APPROVED BY: DRAWNBY� k SIIk FT DATE: 11/21 / 0�r— REVISED a,IL44= taAy 50x 30 X10 roO77,I4 +,• Co�lcae2 [b`N x/Bh IJ a IJ Ta2V I Lt MA (ryPrCAt-) � Uous DRAWING NUMBER ftK s Crr,�lcrc_. 1 r /2 RIc'Y,E VE'i 2 z/o R/atc Z. �l 1(." O.C. 14 1x3 s%mAps it-is m R-r3 Ogg: o o R-19�R_3D w,oX39 518 FIVi RA7t� ywis ON ix3 - - 2-X 12 IF/1 J40 SMAPs OF OVEQAd& 8y F/x0� adop r 11,,R) 2x 4. &'w4s w/ O 19_13 hlrucnno.! (TV, CAL.) 7t4T1M/P•t _ Q�' RHn/f.__Cpnle<.E?E _ - •- ___. .- _. di�Ity� E Z CAP/tAc� o Rd. Rive" �i - CONTMJUvu1 FUorInJCj — — — SCALE: I / APPROVED BY: / 1 p DRAWN BYF/.It. S,Qtl' - _— - !O"H X /8 r,w DATE: I/I Z.I/Of/ REVISED C'E�rinav,,�- MA n DRAWING NUMBER P ' ( 1 of-6„ n � 1t'_to' s ;• W5 ID �t d > 3 NICK p. V,F r WS 7bP of rau.A*7-11,J (T.o.F. Z� J EL& S1 cm v J 13 Q M( CoN CRE7s FaOT,^Ki 1 1 3o"„30"x 10" , 1 \ ! P 4'p" U0 F— ` Faori v y s C7Yv t a - - G,R/tAe,E S C fte CTYp,CAL) r -� r -7= - _ - - - - _ �' = S �-�- --_ _ _ __ _ = _ ___ � M N 82 _ TOTRt LR rT _ (:.Wbx4D 6A t'j�,�t:_LRn,T) o u REem 7,i6S 7D Bitty 3'/ OiPICAt_) I 1 T,o.F.La 4,r LActY Col. �. gc� ean,,,>t_ Soacc (T'JPtcAL) A",64(WF) I AQc,ta4-. P-o W6 W6 I C� 0, o.c. T.o.F. ., (TYPICAL.) ek @ ��-O'' D.C. phi o�kt_ W6 @ELlFV: 23.5'+ O O CRAWL �2 ta,aG s ont�y �a cc 4 m AMChbk SoLrs ,r-- , CJ:Q-0'• o_C. /-: CTYftCAL� W (I1�o� /_ t ,. 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S1EEI.M MI w W z /2"CAP.W.ON (R1191F¢/AV) WALL TYP,WALL cow. 1a5sfl�WP1(elb"� 1a1s11D5e16"� � E , U LIVING CWN5t. 4 -1/1"RYW=9'��tH(A. DINING OWSIE5 ROOM 5RVY WV.L W.I.C. BATH#I a 0W.M. ►+<¢-19) ROOM MCIEN MLVW L — W.C.%9M solo SCALD 9/Y'f s GRNN70D 91/7'IM-OWa16"— 91/?'Sb5Xt5r5aI6"x 91/?'rSYSJp515a16"ac. 9 91/2'Mr6J06I5ew-- VAS P.f.2al J0615e16"ec 3-P.f.2 a 12 Atf S 13/Y'a9 1/Z"lVL GRf SP.T.2a12 2/-4/2003 rfM&'CON3fE N`uM1oNc¢-19) FILL Fcr►chrlau uer 1 s ®, PILL sM v'iuv r°N O�C1 N0, BA5EMENT m 1.16ab P05r5 13M M W P17 /W�YI� IU.WLLs (Vr.11N� 22-869 ZPOF5LV Of%V cow_IN MA, NO. : &'a I&' ?'DVf.50NOREE. rN'C11.50"a 50"Or COPL.PQ71Wf6 [t,O 4'4"�QW UIIC.FOiOFW,6 6UI.171NG 5FC110N @ LIVING t;0�MA5tk MWOOM /r N M VING 5�C110N @ VINI�IG POO,M/MUP-MA A 6 yer) o � A � z i d � �D T? S C14� ao O Fy r� co z o / LO ti� r-I CD C\2 / W A O d4 -:4 /5a v eMm C\2 �C W w O z / h" A H a F ems. C\2 rn � e M77�AMI o o �+ E i W '9 V2'191K.Y15f5 OIb"ate — — — — — E- 7W Two Psi 2_1 /Y'a91 U 2'l at U 5CAL� ; /611 , I' OI I PAT : OW-TM- _ _ 2141 2003 5�CONn MOM FLAMING pIMAN ppOlcf NO, 22-869 C WG, NO,U-0" ; 4; W co � A � z a � � �D 0" z o w Q � w m 0 A U) Op H Z : M co 0 O W x tx C9E0R:T9YE7J hw Ga E- (� E- Q U) i E- 0 �5 ��� m b\ r� O O n w z EE❑1 C-) scAp� <9a7 D WJ�ED I PAS 2/4/2005 m pp0 fCf NO. • �00F FMMING pI.AN Za-�9 r JL- - x R5fOM2Y.io'S nWG, NO, : e I6"o c.IM55 Or Oft NM V �� �� A Fes. i r -- r of Foon Jl .0 ILI ►off�" 4�b" 25'_o" Ec k- 1` r 03 �Z r: Fttm I L_Y "ofn _wlox_3q oR W,2YZG_57£=L. `C ITC}', PifLtH Y) rn a N M i d C�ARAC,C j :T BENCH v 14 4" i � -�COft,f67VQ a tt�� le Cflu�rv/S d�„✓i,J(,1 Room to 1 N 4'-0 O � h �O er !3'_0` Rrra� SCALE: �_ l�8 �� APPROVED BY: DRAWN BY irk UIR!}q DATE: 10 12?1OT REVISED /3�G BRoccE�✓ ���.r !0'_oa !$. p., VlfCt /L+A DRAWING NUMBER i i 1. 0'-4 Or 41 , ! �! a -4' " 4 Z41- 1 I,-L) - �ci.L 12'- mu(.r!-Fu-ic77-J OHRcfF _ OJ �. C at #2 of coj�lyvw C7—j� Q3 El i /�7As7EYt Bt�rQoDM kL N • • �N `O J i ` !���� A C soA� o � ,r � pT1C .lPACE _ 71 it mR�• kEiECCA f, LP/RH,AL SCALE: i �- 1 '! APPROVED BY: r �� DRAWN BY DATE:10/23/OJ- REVISED 36 /3ez.o ueJ �lk� 1.6 i2'_g,, ,f�• G,b � �'-G" mooI LE MA " T 11 n / DRAWING NUMBER V r'Canl� r(�k PIJInJ i ON A7TfC S,. 01 ac� O8611 aoox! � .4 �S7aG,c 3 of `� C'Wd�T � Conf s-rRucn�� N o i zz'-o"S �- y An'!C SPAC f I �N ' I A7Tf L SPA Gc `� 7hR�: k RtCCA ( ; J iR/+AL nn SCALE: /�: //8" APPROVED BY: DRAWN BY fJ.L. J/RHAL— VIF fO:D'� VfF /O�-O" V/F 1 /U�O�' wic DATE: 10/23/OS- REVISED f 3Co BR.oI[.c�nJ �rtGc - ev, MA DRAWING NUMBER �/2� rC.c�Ul� PLltn/ f a o ``9 fD'zrv' op- y�/o"�o✓o-wets B, o.•0.C. gi o" O.C. g'o" O.C. 4' DcrP TYP,twL) .. © s— Io"x Id' ono" do�/o-Z,4� aEeP C 7`fPiCAc.) O 0 O q ( W 1OW30 OR t i.2U+VACel-r O'_�} CD.JC LE Tt 5LA 4 ` 1 M fn F,cte� LRCC\y COL. w Ec�t�] 7b r- - - . f'72:EL Br7 • � � • � � � (TYPICAL) �3aX3o x10 - -- rn FonT�vG,S CPA,-?,-- Z"Cz 25' 0 wl CauceF'r� I 14) M 'p. � A+�elbq Rdr.;/SaiAPs �� tE-- �l i G"• � n O.C. (7YPfuc) ,RttA w/ 12 x/$F74.(7YP.mt) C7AIAS - SCALE: I,` 1 11 APPROVED BY: DRAWN BY n DATE: 10�2��O REVISED /5'_o" -- 1i lo'-o" ,} ls',o,. I C-r---3 E:l V,l E I AA!, DRAWING NUMBER S tlnl i?a n1 gym.! LEGEND - DEEP OBSERVATION HOLE LOGS PLAN REFERENCES. NON DATE OF TESTS: APRIL 16, 2002 PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP WITNESSED BY : JOHN G. SCHNAIBLE, CEC IN THE C HORIZON IN DOH i 1 AND DOH #2VESTED PREVIOUSLY APPROVED LETTER DATED 1/25/O6 ASSESSORS MAP 227 PARCEL 80 ■ BOUND -�- FENCE DAVID STANTON VARIANCE RE HEALTH AGENT Q PLAN BOOK: 239 PAGE: 131 ® CATCH BASIN w WATER LINE ' DEEP OBSERVATION HOLE 1 EL = 20.2f P #10.T31 310 CMR 1&000 (TITLE 5) TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS FLOOD ZONES B AND A10(EL11) AS SHOWN ON FIRM ® WATER MANHOLE - -10- - EXISTING CONTOUR � DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 1&211 MINIMUM SETBACK DISTANCES: SECTION 1.0 COMMUNITY PANEL 250001 0008 D REVISED JULY 2, 1992 HORIZON TEXTUREMUNSELL MOTTLING RESERVE SOIL ABSORPTION SYSTEM LESS THAN 20' FROM I\I WATER VALVE 20- PROPOSED CONTOUR BROKEN DM WAY 0" - 2" p CELLAR WALL (7' VARIANCE REQUESTED) -100' SETBACK REQUIRED TO SEWAGE DISPOSAL SYSTEM FROM WETLAND RESOURCE AREA (COASTAL BANK) INSPECTION NOTE ',,qy HYDRANT TOP OF COASTAL BANK PER BARNSTABLE LOCUS -58' PROVIDED TO COASTAL BANK (SEPTIC TANK do LEACHING FACILITY) THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) WETLAND PROTECTION BY-LAW 2" - 10" A LOAMY SAND 10 YR 3/2 -42' VARIANCE M COASTAL BANK REQUESTED OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. © CATV BOX TOP OF COASTAL BANK PER DEP acy 10" - 27" B LOAMY SAND 10 YR 5/8 INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER ® TELEPHONE BOX POLICY 92-1 PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON 1 27" - 128" C MED. SAND 10 YR 6/6 NONE PERC AT REQUIRED INSPECTIONS. ELECTRIC METER EDGE OF WETLAND CEN •ERO E NA R BARNSTABLE, MA I DEEP OBSERVATION HOLE 2 EL - 19.01: /, / o \ \� KEY MAP I DEPTH FROM SOIL SOIL SOIL COLOR .SOIL + F HORIZON TEXTURE MUNSELL MOTTLING OTHER // / /.'/ 4i \� ��� NO SCALE 1 - 6 A LOAMY SAND / / \\ _ \ \ yc _ \ �y » _ » LOAMY SAND 10 YR 5 4 l \ \ \ 9 6 33 B / \ » " NONE PERC AT 33 - 128 C MED. TO CS. 10 YR 7/6 W/SOME GRAVEL 80 SAND LOT - 8 /,�/ �PROPOSED 52'L x 7'W x 2'D �19 LEACRING CHAMBER DESIGN CALCULA TIONS INQPE LINER DESIGN FLOW: 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 440 GPD 8 / //'� / �,�� // // // \\ 665�'1pN TOP MOF UN R=18.3 2s 440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK. MIN. ALLOWED / / // \\ \ \\ BOTTOM OF LINES'=U\ \ A 52'L x TW. x 2'D LEACHING CHAMBER CAN LEACH: Vt - (52 x 7) x .74 + (52 x (2) x 2)x .74 + (7 x (2) x 2)x .74= 444 0 GPD // //`/ \ //// 4' PVC VENT WITH \ \ \ \ \ \ INSTALL. ONE ( 1 ) - 52 L x 7'W, x 2 D. LEACHING CHAMBER Vt = 444.0 GPD > 440 GPD REQ D. \�� / / ,/ / / / / \ i Q ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED ANIMAL SCREEN \\ 1 ONE ( 1 ) DISTRIBUTION BOX (5 OUTLET) / '�/ / / / / 24 \ { vr�bw ` \ \ \ \ E W-33 `, '�,, .•,, \+, . 1,""• ,a LIMIT OF 5' SOIL REMOVA \ \ \ \ wETLgNO { NOTES o� �, 1.. .,,•:.. �� � ';N X ; r:;".. \ MINIMUM 15' TO BREAKOUT \ \\ \ �6� W-31 I 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. GARE�SLAB E�EvnnoN=18.3 1 \\ \ \ ! 2 THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF I \ / WITH SUFFICIENT G // / / f;. �:, •, w ,: ;;w:: �,'' ` -THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED / , j 1 / / .I}� �.,: W 34 END / / // / q45� A1N ) '� ^ft; • ••'• `..�•4` \ STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY ' ' T T VEHICULAR TRAFFIC MUST � / /// / //' / � PROPIOSED \ .,,;,�,,.,,-.. ,�\ �� ;`•.''. <., 3�6. � \ \ \ \ \ COMPONENT OF THE SYSTEM SUBJECT O / /, / / I DRYwELL (TYP) COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. t ,r PROPOSED 40 I \ t �' hill' HOP I \ ' Wi 18. ' 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER 5 _ SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, 1 0 � ' / / / /;/ / t \ \ `�• \�� 3r, MIN. / w» t \ PROPOSED AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. _ `` I / // �/ \ STONE-LINED �/ � `' }"•'A DRAINAGE SWALE 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE SOIL REMOVAL NOTE ����/ / /�/��� \ \ \\ v�ov BEpR00M'DWELLI I / Q'` / W ' 14 ,.. •.} t.. v NOTED. THE MINIMUM SLOPE OF 4 DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. / v v (UNDER COI�RITIQN) /' / ' / L_.__•�2 °4 �' / 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING "" / n f FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF CHAMBERS DOWN TO THE C'HORIZ011N DOH #1 AND2 AND REPLACE WITH / // / \ \� An �� I / / °� ''•; / HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR SAND FILL IN ACCORDANCE WITH NOTE TO ELEVATION=18.3f �`��. / ' w TO CONSTRUCTION. ��' ,/// / \ \ 8\ \ ►'�-, ,°' rF ,y 3 \W ', / / , / '.,.,,,' / w- 6 THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS IF THE USE OF THEIR EQUIPMENT REQUIRES SHALL NOT BE APPROVED. � • // A � v� v �v � � }� ,} yt _ ��,°:, 18 �� /< // / ,. ' , 9�,�. '� _ CHANGES IN DESIGN. L i�W 1 5 / �`\ ' ` c•�" 7 THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND zo.0 s -' �' PROPOSED RETAINING \ PROTECT UTILITIES WITHIN THE \ \ / BENCHMARK: AN ALL \ \ \ - - i PROPOSED 1500 GALLON / WALL (ELEVATION VARIES) ems '„ 1� UTILITIES PRIOR TO EXCAVATION D SHALL WORK AREA DURING CONSTRUBON. \ I \ \ \ T°�0 \ \ SEPTIC TANK / / - - - MAG NAIL IN PAVEMENT 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FlLL SHALL BE CLEAN \ \\ \ \\' cogsT�of \\\ / / \,6\ ELEV. = 7.82 (NGVD) GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIEVE PERCENT / SIZE PASSING l \° .\ \ �� ��,.. \\ q� °ASTgIe � � / i� �9 � F MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN \ \ \ \ \ .�- \\ ` '--4 _ \\ \ \ \ PROPOSED DECK / 1 ��` �� / ,Aw 4 \ -� •v, �^° g,i 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 4 10096 \ �\ ` \ \ pE o 0 0 / / / W 5 \ \\ oN THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 50 10%_100% R BqR �` � � E��O ,���, � � moo, \ �,p_ THE MATERIAL THAT PASSES THE if SIEVE SHALL MEET THE 1200 0% 0 w-15 -> - \ \\ NSWt /FOLLOWING GRADATION REQUIREMENTS: \ \ \ \ Fa \ qND - - / W-14 ' \\� \\ \\ �\ '°°l ` PROT CTI Y-LAW i F���� / // / % - i / �\ w�i \ /\ / / / LOT 9 \ AL \\ \�\ \���0� _ 1 I � � // / , 1.6f ACRES 1100, o\\ OM�SFRIEp \� \�\ - - � _ ' / �- ' W-7 `W-2 \ \ wv yl W-12 \ 8 - \ \ LI -8 370'f \� / W-9 LOT - 10 b �� 52-0 w-10 w-1AL ,� t s , DETAIL OF LEACHING CHAMBER ONE (,) 52'L X rw X 2ro LEACHING CHAMBER USE SIX (6) H-20 4x8 D FLOW DIFFUSORS UNITS LAID END 6. 10/13/06 ADD NOTES, FOUNDATION LINER KMB TO END WITH 1'-8' OF STONE ON SIDES AND 2'-0' OF MODIFY DWELLING, DWELLING LOCATION, DRIVEWAY, STONE ON ENDS AND V-0' OF STONE UNDER. 5. 12/12/05 JKL EXISTING WASHEDf LAYER 1/STYE/Y SWALE, GRADING, AND LIMIT OF WORK 70P OF PLAN 4. 12/06/05 MODIFY DWEWNG LOCATION, DRIVEWAY, NDATKIN ELE1ti23.92 » Sq•1 40 PVC VENT RAISE COVERS TO WTHN 8 �- ' GRADING, AND LIMIT OF WORK JKL SCREEN OF FNSH GRADE rNTH ��� SCALE: 1 20' 1 HEREBY CERTIFY THAT THE LOT SHOWN HEREOi 3. 10/28/05 MODIFY FOOTPRINT, DRIVEWAY, SEWAGE DISPOSAL JKL FNISH GRADE 12' MIN. (THIS AREA IS SERVED BY TOWN WATER) IS AS SHOWN ON, QOK 239 PAGE 131 SYSTEM, GRADING, AND LIMIT OF WORK 9' MIN. .. /� RitSsgc ;, 2. 12/23/02 ADDI RETAINING WALL OUTH IO/F PROPO D DRIVE SMR 3' H-ZO o-BOX MINIMUM D'Box INSIDE 3' / A. `� MODIFY PROPOSED HOUSE do SEWAGE DISPOSAL SKINS 12`x12' ( 4" DIA SCH 40 PVC PIPE DROP:2' MN - 3' MAX. 40-MIL HOPE LINER JOY 1. 12 03 02 SMR Flow LNE 4' DIA SCH 40 PVC PEE 4' DIA sai 4o PVC PEE ✓ SYSTEM; ADD STONE-LINED DRAINAGE SWALE ' PLS 4097E�„ ,r ATE / d o 6 NO. DALE REVISION BY _ r - �SS`4 uCUID eI N. W ,. p�E 0R LEVELER VOERT EFFECTIVE I SHEET nTIE � o' � o' � C15681.00 19.10 18.80 15M GAL 17.88 EXISTING--�_ I 4o MIL HDPE LINER SITE & SEWAGE DISPOSAL SYSTEM PLAN AS NOTED SEPTIC TANK 18.55 18.25 a 18.08 3/4' 701 1/2' EPTH FOUNDATION • W/51WITARY TEES OOMPACTED BASEALL DOUBLE WASHED I _ { (FOR PROPOSED 4 BEDROOM DWELLING) .0 STONE -NOTE: THE MNIMUM SLOPE FOR ^w* W/8' LAYER OF 15.88 I THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO aRaECT DRWN BY 4' DIA SCH 40 PVC CRUSHED STONE 1.5' 4' 1.5' 5' I THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL SMR PIPE IS 1/8' PER FT COMPACTED BASE GAS BAFFLE I CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND HUMAM K. SIRHAL W/8' LAYER OF 'TUF--117r OR LNE(S) EATING WBOX MUST REMAIN T WIDE " I _ LOCAL BOARD OF HEALTH REGULATION XCEPT AS NOTED. ylrw CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 2'-O' BEFORE PITCHING 36 BROKEN DIKE WAY (CENTERVILLE) BARNSTABLE, MA C15681.dwg OUTLET TEE DEPTH DOWN TO LEACHNG FACILITY END VIEW LIQUID DEPTH 14't 20'f ., r tH of 15 t BELOW FLOW LINE NO GROUNDWATM ENCOUNTERED COASTAL ENGINEERING BOTTOM OF DOH/2 ELE1ti8.3t 4 FT 14 INCHES LONGEST RUN i / JO G. 5 FFTT 24 N SCH IBL , COMPANY, INC. 7 FT 29 WO MES EXISTING FOUNDATION PROFILE 1 17 PROFESSIONAL ENGINEERS & LAND SURVEYORS SD- 1 SCHEMATIC FLOWPROFILE NO SCALE Sq�TT � , "' 260 CRANBERRY HIGHWAY ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 0 R L E A N S, MASS. 026531 (' c�° � (508 255-6511 C CEC 2005 > 1 OF 1 SHEETS DEEP OBSERVATION HOLE LOGS FIN GRADE ROUTE 28 - pONd`.• DATE OF TESTS: APRIL 16, 2002 PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP 4 MIL POLY OVER A 4' LAYER JOHN G. SCHNAIBLE CEC IN THE C HORIZON IN Dad 1 AND DOH #2 OF 1/8' TO 1/2' STONE ' f PLAN REFERENCES: LEGENDWITNESSED BY : DAVID STANTON , HEALTH AGENT 4 DIA. DRAIN PIPE DEEP OBSERVATION HOLE 1 EL = 20.2f P #10,213 2 DIA , r � PRECAST / 3/4' TO 1 1 2' ASSESSORS MAP 227 PARCEL 80 ■ BOUND -- -- FENCE ' DRYWELL DEPTH FROM SOIL SOIL SOIL COLOR SOIL N ,f DOUBLED WASHED STONE PLAN BOOK: 239 PAGE: 131 ® CATCH BASIN w - WATER 11 y SURFACE OTHER TE NE HORIZON TEXTURE MUNSELL MOTTLING FLOOD ZONES B AND A10(EL11) AS SHOWN ON FIRM BROKEN DIKE 2'-0' '-0r 2'-0' COMMUNITY PANEL #250001 0008 D REVISED JULY 2, 1992 0 TOWN OF BARNSTABLE BARD OF HEALTH REI^_ULA?InNS ! HOLE - -10- - CONTOUR .r� WAY 0" - 2" _ ® WATER MAN /;;' LOGIW " " X WATER VALVE TOP OF COASTAL BANK PER BARNSTABLE 1 2 - 10 A LOAMY SAND 10 YR 3/2 8��»' WETLAND PROTECTION BY-LAW SECTION 1.0 INSPECTION NOTE � HYDRANT 10" - 27" B LOAMY SAND 10 YR 5/8 TOP OF COASTAL BANK PER DEP ACH -100' SETBACK REQUIRED TO SEWAGE DISPOSAL SYSTEM FROM WETLAND RESOURCE AREA (COASTAL BANK) THE STATE ENVIRONMENTAL CODE TITLE 5, REQUIRES INSPEC11ON(S) 10 CAN BOX TYPIrAL DR YWELL POLICY 92 w- w 1 r 27" - 128" C MED. SAND 10 YR 6/6 NONE BE�RC AT -58' PROVIDED TO COASTAL BANK (SEPTIC TANK & LEACHING FACILITY) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. " -42' VARIANCE TO COASTAL BANK REQUESTED INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER ® TELEPHONE BOX EDGE OF WETLAND R�U� HARBORrE DEEP OBSERVATION HOLE 2 EL = 19.0t PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON EAI ELECTRIC METER r' BARNSTABLE, MA REQUIRED DEPTH FROM SOIL SOIL SOIL COLOR s01L OTHER INSPECTIONS. SURFACEHORIZON TEXTURE MUNSELL MOTTLING on - is �, _ I i , { I �\ KEY MAP O , / I � ) � II I \ \ NO SCALE » 10 YR 4 2 �/r, � F�-SANG \ \� ; 1 - 6 A LOAMY SAND / / � �• I + \ � 6 33 B LOAMY SAND 10 YR 5/4 / / , / / I 33" - 128" C MED. TO CS. 10 YR 7/6 NONE w/ SOME GRAVEL PERC AT KWZI ol �F�GF SAND -28114 DESIGN CALCULA TIONS DESIGN FLOW: 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 440 GPD 440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED � / // .,ti' / / / \ \ �L OPONG HA x TW x 2'D / / / / / \ LE�•M.WG CHAMBER A 33.50'L x 12.33'W. x 2'D. LEACHING CHAMBER CAN LEACH: ��'-19Q Vt = (33.50 x 12.33) x .74 + (33.50 x (2) x 2)x .74 + (12.33 x (2) x 2)x .74= 441.3 GPD INSTALL, ONE ( 1 ) - 33.50 L x 12.33 W. x 2 D. LEACHING CHAMBER Vt = 441.3 GPD > 440 GPD REQ'D. / /' / / / / / �P \ \ 4 40-MIL HD 1'E.I�NER \ \ \ f� �� / / � \\ \ \ � TOP OF LINER=1 S� �� \ \ �ti \\\ W729 \ ONE ( 1 ) - 1500 GAL SEPTIC TANK, MINIMUM ALLOWED ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) / //// // // // // /� ;\\ s 6 \ \ BOTTOM OF LINER=13 3 10'MIN, NO TES \ / / // / / / / / EXISTING GAZE'@0 TO BE\ \ 4 PVC VENT WITH \ \ \ \ \ \ \ / / / / / / / REMOVED (BY AND) \ \ ANIMAL SCREEN 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. f \ `'/ Y.. ';.; ;` ti G� \ \ \ \ \ 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF �� // / �/ / / // GAZEBO' �'7 (' :':• ;'•r••,.;.^,': . , LIMIT 0� ' SOIL REMOVAL \ \ � \ EDG W-33 THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT \ O / , / / JI \ / \ a ° \ E of w �� Q / / / / \ %f''% I / i1Tar \ \ r ,'? • =+ ::` \ \ \ \ �r� \ \ ETLAND STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY � : \ �---_. COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST / a /� / / / \ /,�} \ 1��,� 1 ' r' 0• "'•,:' .y M�IIMUM 15' TO BREAKOUT W 31 / ' // / / >\ ..Y: 1s' "': '°°;<,��.. '' VVATION=18.3 \ \ \ \ \ 1 COMPLY Wllli A MINIMUM STANDARD OF A.AS.H.T.O. H 20 WHEEL LOADS. •' ' w 3 / // / �// / / PROPOSED //� / '4j�S'r'•' : \. �` \ti' ♦ I \ \� \ \ 2 3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEMCOMPONENT, / !// DRYWE TYP �K� ' ` ' " `\ \ ' 4` INSTALLER / / / / / / LL ( � Q � ,\•.. .. I � � -- s- r SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, / /r / / / 1 /ti�,,� ��J „'•• w-34 END AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. / / . .•�, ��, 1 / 4 ALL GRAVITY SEWER PIPE SHALLB 4 DI / I / ♦ t�l I v': ti:'E A. SCH 40 PVC UNLESS OTHERWISE "x. Cr/ a SOIL REMOVAL NOTED. THE MINIMUM / / / <; � ,.. :'• ::.:.;•... ,.• , '•., :•• '.�� ' .,,... .�•..,, :•;,.; . U SLOPE OF 4 DIA. SCH 40 PVC SHALL BE 0.01 FT � / / � ,o ,�, � o ., �. •1;: � .1�;,:�: ��•" ••1•. \ � � :1•D 5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL � - / / \ / �.. Q �. �``'O = ... ;.....•. .. ' ; ,, : •. •. ' . . " �,':, ..., . •' : ' ..•..,:,; , • . . .. •'. .' � .'. • .•,, .•,•":., � -- -- � REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5 OF LEACHING / / \ 4. , o /.: // \,.RESERVE.. ,• . FROM THEDESIGNENGINEER PROPOSED G AND THE AGENT OF THE LOCAL BOARD OF -' CHAMBERS DOWN TO THE C HORIZON IN DOH 1 AND 2 AND REPLACE WITH HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR # # / / , \ / Q,- o ,� h, :, ., .:/ ..'::':,,' ,' ,, ::;: ;:' :;';;;••.::::'' �..,. :' ,\ STONE-LINED SAND FlLL IN ACCORDANCE WITH NOTE #8 TO ELEVATION=18.3t ����// // \ \ \ `� 7+' o� �, ♦ . �, MN. :'.;..•,; ;: . , ;... : .;.,,'.•;,':::: •', '" W " DRAINAGE W TO CONSTRUCTION. / // / \ \ \ \ Q <O Q ,`ti L ► 14 \E SWALE \off / / , \ / ;'•. 0 O .:Jr ' IN `', : •,, , �:: .. '`" :' • ... 6 THE USE OF ALTERNATE // // \ \ \ / a�° - : I b . 1s� _ /'_ -" 12 Op lE TE MANUFACTURERS FOR SYSTEM COMPONENTS . _ ..�.,p��a ,,• , o ,.., / / / \ ._ ._ ._�' . : <. ; t I . �• . �, � ','•:•r•�q,���:''..,:,..,;;..., / SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES /// \ \ �30 G+ mA / �,, CHANGES IN DESIGN. z: � w 7 THE INSTALLER SHALL ASCERTAIN THE / / /// \ \ \ \ \ I .. ,�,:♦ :: \ , �� LOCATION OF EXISTING UNDERGROUND / � PROP. DEC WITH 3' � ,,..�.�,•. •. .... -•' W\ �� d^ i , , , � ... .;,...,,�. ; .•, ., .. : w--` UTILITIES PRIOR TO EXCAVA110N AND SHALL PROTECT UTILITIES WITHIN THE /// \ 'o \ CANTILEVERS SONOTUBES \ ♦ � ��'` -- - - - WORK AREA DURING CONSTRUCTION. / \ 18 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN L/ wf1 \ \ \ \ ,�♦ ', �. SIEVE PERCENT ,-/ \ \ ♦ _ - -� - / \ \ \ ♦ `�` ,� / PROPOSED MACHINE / // �' PROPOSED RETAINING GRANULAR SAND, FREE OF ORGANIC .MATTER AND OTHER DELETERIOUS � / // � \ � \ ,� MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN SIZE PASSING \ I I \ \ \\ T \ \\ / �♦ � �:� 1500 GALLON WORK LIMIT & DOUB i ',VALE V ` ` 45i6 OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. l \ °oo,� T \ \ SEPTIC TANK i STAKED HAYBALE / / - �< 4°:. �'`� (ELEVATION VARIES 8 BENCHMARK: THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 4 1-lo \ \ \ s \ \ c / 50 10X 100X /\ �/ \ � � \ o � of \ \ �� � � - � Z MAG NAIL IN PAVEMENT THE MATERIAL THAT PASSES THE il SIEVE I \ r c / ELEV. 7.82 (NGVD) SHALL MEET THE 100 07:-20% \ \ \ \ q� oqs \ / �6 0 FOLLOWING GRADATION REQUIREMENTS: 200 OX-5% / 'v \\ \\ -1 \\ \ \\ \ BgNk \\ - 16-- D'BOX \29• �\ -4_ - - \\ \ B\ PER\� � N � � �� ONF,� �/ / / ' , W-5 -A- � ; N <o c� / _ \ \ qN BgRN , , op L 1l / W-4 '� U+ �'t�` 'g o" . 0, Fti p� q� di W-14 PROTECTION 13Y -3 LAW •� �/ / / / ~ � w-; \\ /\ `\ - -,2- - - - - - � - �� ,' / / LOT - 9 \\ A' f / ,I,, 1.6t ACRES \\ 1 ;� O O O / \ AGM 6S ` - / i \ \ � 8� \ o � r ER�DH/H _ � � - � - --8- - - -' l � � � �7 0 W4TCR W-12 \ - - - - \ / \ wv 52'-O" 6` 1L • A ` - - W-11 -8 \ I DETAIL OF LEA CHING CHAMBER SEE TO &4x8 D FLOW DIFFUSORS UNITS LAID -' ` � � _ - ��• W-9 LOT 10 h cr END TO NTH 1-6 OF STONE ON SIDES AND / w-10 ali, ,1t� � w-1 � \ 2'-0. OF STONE ON ENDS AND 1'-0' OF STONE UNDER. \® TOP OF PROPOSED Y LAYER OF�8' TO 1/2" r OUNDA70 IL 23.50 DOUBLE WASH STONE PLAN RAISE COVERS TO WITHIN 6" 4' SCH 40 PVC VENT OF FINISH GRADE WITH ANIMAL SCREEN SCALE: 1 20' I HEREBY CERTIFY THAT THE LOT SHOWN HEREON 3. 10/28/05 MODIFY FOOTPRINT, DRIVEWAY, SEWAGE DISPOSAL JKL FINISH GRADE elf I"' - 131SYSTEM, GRADING, AND LIMIT OF WORK P (THIS AREA IS SERVED BY TOWN WATER) IS AS SHOWN ON PLAN_�B.00K 239 PAGE MODIFY PROPOSED WORK LIMIT/ SILT BARRIER; SMR / 9 INN. �\ .. T y �..\ s",G 2. 12/23/02 3 MAX. D'BOX MINIMUM D'BOX INSIDE 3' MA>G ` �' ,� r �; s '`z ADD RETAINING WALL SOUTH OF PROPOSED DRIVE NENSNONS 1Yxi2' r\' 4' DIA SCH 40 PVC PIPE . DROP:Y MIN - 3r MAX. r r 40-MIL HOPE LINER" �1 a "„ 1. 12/03/02 MODIFY PROPOSED HOUSE & SEWAGE DISPOSAL SMR FLOW LINE 4 DIA SCH 40 PVC PIPE 2-o f PLS � a 2 SYSTEM; ADD STONE-LINED DRAINAGE SWALE 4 DIA SCH 40 PVC PIPE ATE / �/ a - REVISION BY Dr ®AN , s N0. DATE PIPE OR FLOW . \ f i� a, SHEET TITLE 19.25 19.00 1500 GAT. LEVELER INVERT �'•''��� °° EFfECTIVT: ��� tr WO /. 18.75 18.25 17.68 r PROPOSED DRIVEWAY PROJECT NO. 2 LAYER _ C15681.04 SEPTIC TANK u • 18.08 r DEPTH PEASTONE EXISTING GROUND } `" 4 SITE & SEWAGE DISPOSAL SYSTEM PLAN scar AS NOTED . Q � COMPACTED BASE DOUBLE WASHED �«� ;��� �h' �; � � `s ' W 6 LAYER OF (FOR PROPOSED 4 BEDROOM DWELLING) THE MINIMUM SLOPE FOR �r k xs' x >µ T / 15.68 by NOTE: 9/25/02 THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO PROJECT 4 DIA SCH 40 PVC CRUSHED STONE a q "'•. v PIPE IS 1/8' PER FT 1.5 4' 1.5 5 tBy ` THE REQUIREMENTS OF TITLE 5 OF THE STATE EN ARONMENTAL SMR COMP CTED BASE GAS BAFFLE USE MIRAFI FILTER FABRIC ;r� ,'r F L 't CHECKED>¢ �"� &>� CODE FOR SUBSURFACE DISPOSAL OF SANITARY SWAGE AND HUMAM K. SIRHAL W/6 LAYER OF "MF-ITE' OR LINE(S) EXITING D'BOX MUST REMAIN " s� � �r CRUSHD STONE APPROVED EQUIVALENT LEVEL FOR 2'-0' BEFORE PITCHING 7 IMDE �, EXCAVATE DOWN TO SAND `£,, ;', x,�, z LOCAL BOARD OF HEALTH REGULATIONS. 16't LIQUID DEPTH LEACHING FACILITY END VIEW STRATUM AND REPLACE WITH a ,f j �M ;r FILE NAME OUTLET TEE DEPTH 24t CLEAN COARSE SAND FILL , 36 BROKEN DIKE WAY BELOW FLOW LINE 20'f NO GROUNDWATER ENCOUNTERED r ,,. d1 ;: . �r� (CENTERVILLE) BARNSTABLE MA C15681.dwg 4 FT 14 INCHES LONGEST RUN BOTTOM OF DOH#2 ELEV=8.3t � , RE-EXISTING f � �� �: -A�. COASTAL ENGINEERING 5 FT 19 INCHES 1 0 f �� aa COMPANY, INC. 8 FT 24 INCHES SAND STRATUM �:� �� °" . s . a ` 7 INCHES FT n � � � �� PROFESSIONAL ENGINEERS & LAN SURVEYORS SCHEMATIC FLOW PROFILE s.F - �� Q o SD 1 STONE-LINED DRAINAGE SWALE ° � 260 CRANBERRY HIGHWAY ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 0 R LE A N S, MASS. 02653 NO SCALE �� p (508) 2 55-6 511 of SHEETS (� CEC 2005 - ----------- --------- ------ ------- ..... .- FINISH WE ROUTE 28 LEGEND DEEP O13SERVA TION HOLE LOGS PLAN REFERENCES: DATE OF TESTS* APRIL 16, 2002 PERCOLATION RATE LESS THAN 2 MINUTES PER INCH DROP 4 MIL POLY OVERA 40 LAYER WITNESSED BY : JOHN G. SCHNAIBLE, CEC IN THE C HORIZON IN DOH 0 1 AND DOH #2 OF 1/8• TO 11r MNE ASSESSORS ■MAP 227 PARCEL 80 BOUND FENCE 4! DIA. DRAIN PPE PLAN BOOK- 239 PAGE: 131 CATCH BASIN LINE P10DAVID STANTON , HEALTH AGENT 2! DIA W WATER PRECAST FLOOD ZONES B AND AlO(EL11) AS SHOWN ON FIRM I - 3/4! M I 1/f WATER MANHOLEDEEP OBSERVATION HOLE I EL = 20.2± TOWN Of BARNSTABLE BOARD OF HEALTH REGULATIONS C? DRYWELL ' .1 - -10- - EXISTING CONTOUR DEPTH FROM SOIL SOIL SOIL COLOR SOIL DOUBLED WASHED STONE COMMUNITY PANEL #250001 0008 D REVISED JULY Z 1992 OTHER WATER VALVE PROPOSED CONTOUR BROKEN WE SURFACE HORIZON TEXTURE- (MUNSELL) MOTTLING SECTION 1.0 WAY INSPECTION NOTE �;C HYDRMT TOP OF COASTAL BANK PER BARNSTABLE LOCUS 20 0 -106 SETBACK REQUIRED M SEWAGE DISPOSAL SYSTEM FROM WETLAND RESOURCE AREA (COASTAL BANK) THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES I INSPECTION(S) 5 , WETLAND PROTECTION BY-LAW 6'4 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. CATV BDX 2" - IW A LOAMY SAND 10 YR 3/2 58' PROVIDED TO COASTAL BANK (SEPTIC TANK & LEACHING FACILITY) TOP OF COASTAL BANK PER DEP I T - 27" B LOAMY SAND 10 YR 5/8 117 42' VARIANCE TO COASTAL BANK REQUESTED INSTALLATION CONTRACTOR MUST NOTIFY BE DESIGN ENGINEER 0 TELEPHC I NE BOX POLICY 92-1 A PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON go ELECTRIC META EDGE OF WETLAND 27" - 121r c MED. SAND 10 YR 6/6 NONE t PM AT _TYP1r..*AL DRYWELL REQUIRED INSPECTIONS. H� BARNSTABLE, MA -DEEP OBSERVATION HOLE 2 EL 19.0± F L \ KEY MAP DEPTH FROM SOIL SOIL SOIL COLOR SOIL N HORIZON TEXTURE (MUNSELL) MOTTLING OTHER %S NO SCALE -SURFACE on - 1• 0 in - 60 A SAND 10 YR 4/2 / // �i/ / / \ � � _ 1 / \ \ \ ti LOAMY - 330 YR 5/4 -2 6 B LOAMY SAND 10 PERC AT IN, C MED. M CS. 10 YR 7/6 NONE W/SOK GRAVEL 330 12e SAND LOT 8 IN P --PQ_0POSED 521 x 'fW x 2!D 1%, \1 <<\ IN, 1%. 1\ IN LEACOG CHAMBER DESIGN CA L CUL A T1ON5 �, , \ S. 40-Mlt- PE LINER 6 TOP OF LINER-18.3 DESIGN FLOW: 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM 440 GPD -,Z29 BOTTOM OF UNE6$13 �4'1 V 440 GPD X 200X - NO GALLONS - USE 15M GALLON SEPTIC TANK, MIN. ALLOWED 1-1 0 \ 1 r IN 4 A 52L x 7'W. x 2D. LEACHING CHAMBER CAN LEACH: 10'MIN. x (2) x 2)x .74- 444.0 GPD Vt - (52 x 7) x .74 + (52 x (2) x 2)x .74 + Q r PVC VENT WITH INSTALL, ONE I 52L x 1W. x 2D. LEACHING CHAMBER Vt 444.0 GPD > 440 GPD REQD. STING GAZEB3 TO BE ANIMAL SCREEN W-30- ONE 1 1500 GAL SEPTIC TANK, MINIMUM ALLOWED REMOVED BY HAN • �%%.2 'MI *�33 ONE I DISTRIBUTION BOX (5 OUTLET) f WETLAND LIMIT OF 5' SOIL REMOI M IMUM 15' TO BREAKOUT W-31 .NOTES o �' � `/ VATI W-3 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 2 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 6- W-34 END THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAI / / ! ! ._ ..,. , ;£ ..':. .•..,':.. . .. ,.;,.�•,. • ••, • •t N ALL LOADS TO BE IMPOSED ON THEM. ANY PROOOSED 016' > N. COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST1 LABDRYvaL (TYp) COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. E A— 3) PRIOR TO SE-17TING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER EXIT INVERTS, Mill SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF E PROPOSED 0� STONE-LINED D-B AND REPORT MY DISCREPANCIES TO THE DESIGN ENGINEER. 4 .,. r., . , .. : � . DRAINAGE SWALE DIA. SCH 40 PVC UNLESS OTHERWISE .�,��_PROPOSED�`,,A �'.'BEDROOM�,DWELLKG,'L)'"�,,,,,,,,'� 00 vo) 4) ALL GRAVITY SEWER PIPE SHALL BE 4 SOIL REMOVAL NOTE wma m m NOTED. THE MINIMUM SLOPE OF r DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. ON goo* 2 i V wv T -;fIg 11 so llyj�� � - EV 23.50:I'�'-�'�'�) ! JOR AP '00, 00 5) NO PART OF THIS DESIGN. SHALL,BE ALTERED WITHOUT PRIOR APPROVAL REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN OF LEACHING �_ELI op FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF IN CHAMBERS DOW TO THE C HORI10N IN DOH #1 AND #2 AND REPLACE WITH 441 .1 V HEALTH., ALL-REQUESTS FOR CHANGES SHALL BE MADE,IN WRITING PRIOR SAND FILL IN ACCORDANCE WITH NDIIE #8 TO ELEVAIION=18.3± TO CONSTRUCTION. Do *..... EN T T S FOR SYS-I IERNAiE MANUFACiURERS-r '_M-COMP" Ts. 6) THE USE OF AL SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES 0, 4% p CH IN DESIGN. IN C) 1% PROPOSED MACHINE ROPOSED RETAINING BENCHMARK: Ilk, 1 -11500 GALLON 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND. WORK LIMIT'& DOUB WALL (ELEVATION VARIES) SEPTIC TANK so MAG NAIL IN PAVEMENT UTILITIES PRIOR TO EXCAVA11ON AND.SHALL PROTECT UTILITIES WITHIN THE N, STAKEDHAYBAL5A WORK AREA DURING CONSTRUBON. V. 7.82 (N00) 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN PERCENT r' GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIEVE SIZE PASSING MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN - I'll .-I ." 00 W-5 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. R ITE 4 100% IN PROP. DECK IM 3' 0% 91 10 ,o -4- 0. -j;w 10%-100% CANTILEVER ON THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. Mrs 00 IN, 481, 4 THE MATERIAL THAT PASSES THE it SIEVE SHALL MEET THE 0-20% W-Ir 111110,� r "oe 00 Witt, 1. .00, 112 OX-5% FOLLOWING GRADATION REQUIREMENTS. . 1-1 "1 AIL W-14 ' 1-1 -LAW W17 3 dL 14 "1 L W) �llk 1.6± ACRES D'BOIX 12- OT 9 �p IN, lool ol 'R •*0 0 loo" W-7 wv rr . W-1 2 --- - -- - - - ll000, 6- 0 o 0O _-Ar ' W-8 W-11 'E .40 W-9 LOT 10 W-1 52'-0 W-10 AL ONE (1) 52-L X 'rW X 21) LEA"G CHAMBER USE DETAIL OF LEACHING CHAMBER SIX (6) H-20 48 D FILOW DIFFUSORS UNITS LAID END 70 END WTH l'-r OF STONE ON SIDES AND 2!-(r OF 5. 12/12/05 MODIFY DWELLING, DWELLING LOCATION, DRIVEWAY, JKL STONE ON ENDS AND l'-W OF STONE UNDER. 9* LA SWALE, GRADING, AND LIMIT OF•WORK ye"tS 70 I:r TOP OF PROPOSED DOUBLE TOME 4. 12/06/05 MODIFY DWELLING LOCATION, DRIVEWAY, JKL DATO ELEV-2= SCH 40 PVC VENT PLAN GRADING, AND LIMIT OF WORK RAISE COVERS M W7M ANIMAL SOW 10/28/05 1'in 20' 1 HEREBY CERTIFY THAT THE LOT SHOWN HEREON & MODIFY FOOTPRINT, DRIVEWAY, SEWAGE DISPOSAL JKL OF FINISH GUM SCALE: SYSTEM, GRADING, AND LIMIT OF WORK IS AS RUSH GRADE-s.., 2! MR (THIS AREA IS SERVED BY TOWN WATER) SH . BOOK 239 PAGE 131 MODIFY PROPOSED WORK LIMIT/ SILT BARRIER; 2. 12/23/02 SMR MAR ADD RETAINING WALL SOUTH OF PROPOSED DRIVE MIN. A. MAX H-20 MINIMUM Dwx_!NSlDE Jo .4 1 3/02 MODIFY PROPOSED HOUSE & SEWAGE DISPOSAL S MAX SMR 404C WK UNER SYSTEM,----ADD-STONE-LINED DRAINAGE SWALE DROR f MN - r MAX PLS DATE NQ DAIE REVISION By C DIA SCH 40 PVC PIPE 40 PVC PIPE 0 PVC PIPE FLOW LINE C DIA SCH r DIA SCH '4 SHEET IME PRaw NO. Cl 81. 0 2' LAYER EFFECTIVIE LEVELER RIN'VOEWRT PROPOSED DRIVEWAY scu EAS, �F. �', I - , EXISTING GROUND ASNOTED 19.10 7H I , ,, w SITE & SEWAGE DISPOSAL SYSTEM PLAN FlUod.1 150D GAL 110,25 PEAS SEPTIC TANK 18.08 3/r TO I Ig (FOR PROPOSED 4 BEDROOM DWELLING) 3a- /25/02 STONE NOTE' __M'60 PR"CT DPAWN 9f ALL DOW WASHED .1�'" 9 W/SAMTARY TEES 1 COMPACTED M 7W MINIMUM SLOPE FOR W/r LAYER OF THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO SMR CK00 STONE r DIA SCH 40 PVC 4! MIRAFI FILTER FABRIC 3;11 THE REQUIREMENTS OF TIRE 5 OF THE STATE ENVIRONMENTAL CHEM By CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND PPE IS 1/0' PER FT cowAcTED BAsE_/ w BAFU HUMAM K. SI RHA L W/0" LAYER OF 'TUF-17r OR UNE(S) 0071ING WON MUST MM 7' VADE EXCAVATE DOVOM TO SAND LOCAL BOARD OF HEALTH REGULATIONS. FLE K4C Comw STONE APPROVED EQUIVALENT LEVEL FOR 2!-0 BEFOREPIE" STRATUM AND REPLAC-_ WITH 36 BROKEN DIKE WAY (CENTERVILLE) BARNSTABLE, MA C15681.dwg DOW TID VXHIM FACIIM END VIEW OUTLET TEE DEPTH NO GROUNDWATER ENCOUNTERED CLEAN COARSE SAND FILL -8 LIQUID DEPTH BELOW R.DW LINE 14!1 2(ft , I COASTAL ENGINEERING let I I - i i BOTTOM OF DOH12 ELEV-&3i UAGM RUN 4 FT 14 INCHES PRE-EXISTING COMPANY, INC. SAND STRATUM 5 FT 19 INCHES H OFT 24 INCHES PROFESSIONAL ENGINEERS LAND SURVEYORS SD- 1 No. 10 7 7 FT 29 14M 260 CRANBERRY HIGHWAY SCHEMA TI C FLOW PROFILE STONE-LINED DRAINAGE SWALE N1 A AN MASS.MASS. 02653 NO SCALE (508) 255-6511 ALL INSTALLATIONS MUST CONFORM M THE MINIMUM REQUIREMENTS OF TITLE 5 OF !SHEETS CEC 2005 <0*- FINISH GRADE ROUTE 28 LEGEND- R) DEEP OBSER VATION HOLE LOGS PLAN REFERENCES. Tti;7 7-7 DATE OF TESTS* APRIL 16, 2002 PERCOLATION RATE LESS THAN 2 MINUTES PER INCH DROP 4 MIL POLY OVER A 4! LAYER IN THE C HORIZON IN DOH # 1 AND DOH #2 OF 1/8' 10 1/2 STONE ASSESSORS MAP 227 PARCEL 80 m BOUND X X FENCE WITNESSED By JOHN G. SCHINAIBLE, CEC 3-,7 1 1 1 1 e DIA. DRAIN PIPE PLAN BOOK: 239 PAGE: 131 0 CATCH BASIN w - WATER LINE DAVID STANTON , HEALTH AGENT V DIA IP #10,213] PRECAST FLOOD ZONES B AND AlO(ELll) AS SHOWN ON FIRM DEEP OBSERVATION HOLE I EL = 20.2± 3/r TO 1 1/2' 8 WATER MANHOLE DRYV01 - -10- - EXISTING CONTOUR , v> TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS N DOUBLED WASHED STONE COMMUNITY PANEL #250001 OD08 D REVISED JULY 2, 1992 SOIL SOIL SOIL COLOR SOIL BROKEN DIKE •DEPTH FROM , OTHER WATER VALVE 0- PROPOSED CONTOUR WAY (MUNSELL) MOTTLING SURFACE HORIZQN TEXTURE SECMON 1.0 LOCUS 20-0w INSPECTION NOTE v -Y--v--v-- TOP OF COASTAL BANK PER BARNSTABI F 21-0m "q HYDRANT If 2' +y 0 WETLAND PROTECTION BY-LAW _lOIY SETBACK REQUIRED M SEWAGE DISPOSAL SYSTEM FROM WETLAND RESOURCE AREA (COASTAL BANK) THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) 05 CAN BOX 10 YR 3/2 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.20 low A LOAMY SAND �-58' PROVIDED TO COASTAL BANK (SEPTIC TANK & LEACHING FACILITY) TOP OF COASTAL BANK PER DEP EACH 4f VARIANCE TO COASTAL BANK REQUESTED INSTALLATION CONIRACTOR MUST NOTIFY THE DE 4NEER 0 POLICY 92-1 10 SIGN ENO TELEPHONE BOX 27" B LOAMY SAND 10 YR 5/8 PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON L) go ELECTRIC METER EDGE OF WETLAND TyllrAL "I'WELL REQUIRED INIKEUM& 27* 128" C MED. SAND 10 YR 6/6 NONE PE CEN RC AT - ---------- TERVILLE HARBOR BARNSTABLE, MA DEEP OBSERVATION HOLE 2 EL 19.0± KEY MAP SOIL SOIL COLOR SOIL OTHER DEPTH FROM SOIL RFA HORIZO TEXTURE (MUNSELL) MOTTLING NO SCALE SUCE 'INS on 0 W_ in 60 A LOAMY SAND 10 YR 4/2 NI 6* 33w 8 LOAMY SAND 10 YR 5/4 2\BN\�hl 33" 128" C MED. TO CS. 10 YR 7/6 NONE W/SOME GRAVELPERC AT SAND LOT - 8 � POSED 521 x 7W x 2'D <<N LPE74041NG CHAMBER DESIGN CA L CUL A TI ONS �� �/ / / �4P ?z ,S 40-MIL-4iDPE LINER TOP OF LINER-18.3 UESIGN FLO% 4 BEDROOMS AT 110 GAL PER DAY PER BEDROOM 440 GPD IIII0 \ '% \\\ 29 eorrom OF LINtR`=f.3.3 440 GIRD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK. MIN. ALLOWED IN, A 52!L x 7"W. x 2t. LEACHING CHAMBER CAN LEACH: 1_� A* \\, 10'MIN. S/Y Vt (52 x 7) x .74 + (52 x (2) x 2)x .74 + (7 x (2) x 2)x .74- 444.0 GPD go N11 4" PVC VENT WITH INSTI ONE I 52-L x Ift x 2`D. LEACHING CHAMBER Vt 444.0 GPD > 440 GPD REQD. MISTING GAZEBO TO BE CL ANIMAL SCREEN ONE 1 15W GAL SEPTIC TMK, MINIMUM ALLOWED REMOVED (BY HAN mi W-30� - ONE I DISTRIBUTION BOX (5 OUTLET) EDGE o" W-33 GAZEBO LIMIT OF 5' OIL Wf LAND S KMOVA NO TES likv. A M�NIMUM 15 TO bREAKOU1 GA E SLAB �EVATION=18.3 I GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. W ELE - 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF 123.0 6- -34 END THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT • W .3.7 STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. MY PRASED COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST DRYVELL (TYP) COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. ELE 215 ou 2 3) PRIOR TO SETTING MY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, MIN .100, 1 PROPOSED AND REPORT MY DISCREPANCIES TO THE DESIGN ENGINEER. D-BO -LINED STONE DRAINAGE SWALE 4) ALL GRAVITY SEWER PIPE SHALL BE 4' DIA. SCH 40 PVC UNLESS OTHERWISE PROPOSED SOIL REMOVAL NOTE 14 NOTED. THE MINIMUM BEDROOM D SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FTI go - lo.. wv -FC0 )1p 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 6 OF LEACHING TO OF NDATION to .10e llc=zf� tLEV=23.50 44 FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF w CHAMBERS DOWN TO THE C HORIZON IN DOH #1 AND #2 AND REPLACE WITH 00 9 HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR SMDnLL IN ACCORDANCE WITH NOTE #8 TO ELEVATION=18.3± ,0)", ./ /// / \ 1`3\ W , , -- __L'�� t'� - TO CONSTRUCTION. all .......... --- 6) THE USE OF ALTERNATE MMUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES 18 ow W-Al ♦CHANGES IN DESIGN. 20.0 PROPOSED RETAINING PROPOSED MACHINE '1500 GALLON 1-1 % ,ilk BEN MARK: 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 1� WORK LIMIT & DOUB�e WALL (ELEVATION VARIES) g-nSEPTIC TANK STAKED HAYBAL5S1 MAG NAIL IN PAVEMENT UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE 010 goo= WORK AREA DURING CONSTRUCTION. ox, 10 ELEV. 7.82 (NGVD) oq or 8) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN SIEVE MATTER AND OTHER DELETERIOUS PERCENT :H GRANULAR SAND, FREE OF ORGANIC cc SIZE PASSING ov MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN W-5 4 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE 100% -4- GER THAN 2 INCHES. PROP. DECK NTH 01 THE FILL SHALL NOT CONTAIN MY MATERIAL LARGER 5 loyar-100% qAR, ti 0?1 1 00 CANTILEVER ON SO TUSE!S 07d-20% '14, 10 IHE MATERIAL THAT PASSES IHE ft SIEVE SHALL MEET THE 'o, 10- .91 1200 0%-5% N11 WeAAAI w . A tl:, FOLLOWING GRADATION REQUIREMENTS:- "78- W-14 PROTE TIO Y-LAW W4I 1L D'BOX - -- - - - w 1 LOT 9 `10 1.6± ACRES �p pr',cy ?•'-�`,9.:F` ,t :e .,. ,,r,'¢,9' y 1',J,r,,✓`•ay ' '.:r. l M Q \ \ ,,,•.• / \ \ 100, 0 'o W-7 � 2 wv w_ 0- - - - W-12' 8- - - - -- - - - - Ab 6- 0 'g ooI of /Z *W-11 W-9 LOT 10 52'-Ow W-10 'ILI b-, ONE (1) 52-L X III !t X l) LEACHING CHAMBER UM DETAIL OF LEA CHIN G CHAMBER SIX (6) H-20 48 D FLOW DIFFUSORS UNITS LAID END o TO END VA7H 1-60 OF STONE ON SIDES AND 2'1 OF MODIFY DWELLING, DWELLING LOCATION, DRIVEWAY, JKL STONE ON ENDS AND 1"I OF STONE UNDER 5. 12/12/05 SWALE, GRADING, AND LIMIT OF WORK V LAYER OF 18- TO 1/2- 70P OF PROPOSED DOUBLE WASHED STONE MODIFY DWELLING LOCATION, DRIVEWAY, 4. 12/06 JKL NDATION ELIO PLAN /05 GRADING, AND LIMIT OF WORK RAISE COVERS TO WITHIN r 45 SCH 40 PVC VENT NTH ANIMAL SCREEN MODIFY FOOTPRINT, DRIVEWAY, SEWAGE DISPOSAL OF FINISH GRADE SCALE: lm= 20' 1 HEREBY CERTIFY THAT THE LOT SHOWN HEREON 3. 10/28/05 SYSTEM, GRADING, AND LIMIT OF WORK JKL Fr/12' MIN. THIS AREA IS SERVED BY TOWN WATER) IS AS SHQVw N!:-BOOK 239 PAGE 131 FINISH GRADE-,,I WORK LIMIT/ SILT BARRIER; 'MODIFY PROPOSED "o., 2. 12/23/02 SMR bAA 1% MIN. ADD RETAINING WALL SOUTH OF PROPOSED DRIVE A. MAX H-20 D-90X MINIMUM D"8OX IWIDE MODIFY PROPOSED HOUSE & SEWAGE DISPOSAL .0 X MAX 1. 12/0.3/02 WALE SMR MENSIONS 1rx11 40-MIL HOPE LINER SYSTEM; ADD STONE-UNEP. DRAINAGES 2' o*± rn. DROP:2' MIN - 4141,-_� C DIA SCH 40 PVC PIPE r DIA SCH 40 PVC PIPE PLIS / , I , DATE NO. DATE REVISION By FLOW LINE-\ r DIA SCH 40 PVC PIPE d _T 2 SHEET TITLE PROJECT NO. C15681.00 Low DEMN- 2' LAYER EFFECTIVE LEVELER INVERT "t PROPOSED DRIVEWAY SCALE 19.10 I&SO 1500 GAL 0 - DEPTH PEASTONE SITE & SEWAGE DISPOSAL SYSTEM PLAN 11&25 EXISTING GROUND AS NOTED SEPTIC TANK Ilk ED 9/25/02 W/SANITARY TEES ALL DOUBLE WASH (FOR PROPOSED 4 BEDROOM DWELLING) !R5 COMPACTED BASE-/ 1 mewPROJECT DRAWN BY STONE NOTE: .7 _2 ........... THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO FOR SMR W/ Ir LAYER OF 1&68 THE MINIMUM SLOPE CRUSHED STONE Z�j THE REQUIREMENTS OF TITLE 5 OF THE STIIIARONMENT&1.5' 4! 1.5! 5! CHECKED BY oC DIA SCH 40 PVC MIRAFI FILTER FABRIC PIPE IS 118' PER FT COMPACTED BASE GAS BAFFLE Usi CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LINE(S) DOTING D-BOX MUST REMAIN HUMAIVJ K. SI RHAL '7UF11Tr OR i FILE NAME W1 C LAYER OF r WDE EXCAVATE DOWN TO SAND LOCAL BOARD OF HEALTH REGULATIONS. . ...... 36 BROKEN DIKE WAY (CENTERVILLE) BARNSTABLE, MA C15681.dwg Comw ED STONE APPROVED EQUIVALENT LEVEL FOR Z-Or BUM PITCHING END MEW STRATUM AND REPLACE VA DOWN TO LEACHING FACILITY CLEAN COARSE SAND FILL OUTLET TEE DEPTH NO GROUNDWAIR ENCOUNTERED tyt LIQUID DEPTH BLOW FLOW LINE 14!1 201 OF&A BOTTOM OF DON112 ELI: 7'.- - I. I i COASTAL ENGINEERING LONGEST RUN I ss 4 FT 141NCHES PRE-EXISTING I 5 FT 19 INCHES SAND STRATUM JOHN COMPANY, INC. 6 FIT 241NCHES PROFESSIONAL ENGINEERS & LAND SURVEYORS 7 FT 29 INCHES SD- 1 Mo. 10 SCHEMA TIC FLO W PROFILE 260 CRANBERRY HIGHWAY 7r_ I`r' SWALE L E I A STONE-LINED DRAINAL ORLEANS, MASS. 02653 ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NO SCALE (508) 255-6511 1 ! @ CEC 2005 OF _SHEETS