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HomeMy WebLinkAbout0019 LILLIAN DRIVE x r_� TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 248 204 GEOBASE ID 15590 ADDRESS 19 LILLIAN DRIVE PHONE HYANNIS ZIP - LOT 42 BLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT HY PERMIT. 48206 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BC00 TITLE CERTIFICATE .OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services 'TOTAL FEES: 116" T - $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Pl.:':Ea- -.. * ■ABIVSTABM # MASS. 039. BUILD,I, ' DIi DATE ISSUED 08/22/2000 EXPIRATION DATE • � r� . •, jl'!h4 „F gARK apP r �Pp l sryyG PERMIT � . PARCEL ID 248 204 GFOEASE ILA :t.t 590 A7atDRE'S 19 LILLIAN DRIVE PHONE �. HYANN I S Z11) LOT 4 BLOCK DT SIZE ➢BA DEVELOPMENT DISTRICT HY PEP.MI:T 43588 DESCRIPTION SINGLE FAMILY DWELLING- SEW. PMT_ #00-008' PERMIT TYPE BUILD TITLE NE, RESIDENTIAL BLDG P T CONTRACTORS: DAVENPORT,, DEWITT P . Department of-Health, Safety. ARCHITECTS: and EnvironmentaYServices TOTAL FEES: $230,94 SINE $.c00 CONSTRUCTION COSTS $77,400-00 � Qi► 101. SINGLE FAH HOME DETACHED PRIVATE R (IV, BAI3N3TABM MAS& i634. BUILDIN(wivISION DATE. IS SUM 01/1: 1/ 000 EXPIRXCIO 4 D't, , THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THE$EOF, ITHER'TEMPORARILY OR PERMANENTLY..EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS' PERMIT DOES NOT RELEASE THEAPPLICANT FROM THE-CONDITIONS-OF-ANY_APPLICABLE SUBDIVISION-RESTRIt ONS. -e.-y - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED .- FOR ALL CONSTRUCTION WORK: APPROVENS MUST BE RETAINED ON JOB AND WHERE APPLICABLE; SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD PT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHA#L NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. t POST THIS CARD SO IT IS VISIBLE FROM STRI EET BUILDING INSPECTION APPROVALS PLUMBING INSPECTIO PPROVALS ELECTRICAL INSPECTION APPROVALS OW X 1 wx wit( d, � �r, era-s�e� 3 1 ING INSPECTION APPROVALS .6ENOWERING DEPA TMENT 2 I r�' OTHER: SITE PLAN REVIEW APPR j WORK SHALL N PROCEED NTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED`FOR BY, VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS-ISSUED AS TELEPHONE OR WRITTEN NOTIFICA= TION. NOTED ABOVE. TION. G �ii �I �I � v � - -� z ''�, Jil .P"t+.ek�aswk -,is+.ti,r—� '.nrrer^'-"�...-,= T^3-.�-r�.:�y;:� ,,,..s,..--r,..r -,, •---...u-^+.:��r.cr.x ._ .. NP`°F1HEr° The Town of Barnstable BAR4STABLE. Department of Health Safety and Environmental Services " 9 MASS 0a pIFn.0 Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: , 508-790-6230 Building Commissioner Inspection Correction Notice A Type of Inspection K-c t Location 4uU d Permit Number'` L' Owner Builder 4✓ A-Q-evN pG One notice to remain on job site, one notice on file in Building Department. The following i/mseed correcting: N—A A • !ar Lug try- (t-`' a Nkk P I VIA U 4L" le-ce x 4-t �Pj to k5 Ira YT V f I, Please call: 508-862-4038 force-inspection. h' Inspected by l Date . � � � � �� c � � � �� �. � �, �� �� � �, -�� �� � � �. � �� � � � � � � rt , - , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map o� Parcel Permit# -//3,2 S Health Division 60—04� S ' Date Issued Q Conservation Division Z 3® Feed Tax Collector A., 71 P41UST BE Treasurer , _C�vvi c,� t -j(,)lCt ®MPL1 NC W i t H TITLE 5 Planning Dept. ENVIRONMENTAL COD Date Definitive Plan Approved by Planning Board S 4 1 in. TOWN REGULATION e �d S Historic-OKH Preservation/Hyannis Project Street Address Lo � L) ' Village41-4inl v Owner :� 'V Address ji Telephone Permit Request Square feet: 1st floor: existing proposed D U 2nd floor: existing proposed Total new U 40 Estimated Project Cost GD Zoning District 7R Flood Plain Groundwater Overlay Construction Type Wcaot_ �6 ti Lot Size a 7 a.6, Grandfathered: Yes o If yes, attach supporting documentation. Dwelling Type: Single Family C - Two Family ❑ Multi-Family(#units) Age of Existing Structure / Historic House: ❑Yes X No On Old King's Highway: ❑Yes ANo Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) / d 4-0 Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Hbat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other t Central Air: ❑Yes `4 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes >No Detached garage:❑existing ❑new size Pool:❑existing ❑new sizeA.,114- / Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# i✓ Recorded❑ Commercial ❑Yes �No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 4M4 Za;/d1M (3® • Telephone Number 93 Address -20 / )° /11at* License# �O��OIoO CA-5 sod 0&e-m(DuAT 1/4 b Z 6 64 Home Improvement Contractor# Worker's Compensation# 60 L g 2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_l th206*Y,— GNAT RE �— DATE �.'s F FOR OFFICIAL USE ONLY ry PERMIT-.NO. A3L(bf DATE ISSUED "; MAP/PARCEL NO. ADDRESS l VILLAGE OWNERa DATE OF INSPECTION: F q { aa FOUNDATION FRAME INSULATION FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH '= FINAL ' FINAL BUILDING �/•=�*v U �o•! DATE CLOSED OUT ASSOCIATION PLAN NO.;; in J r 1HE The Town of Barnstable iARNSrABLE, 9q, 163q: 1�� Department of Health Safety and Environmental Services A'Fnr�v't°i Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner March 21,2000 TO WHOM IT MAY CONCERN: A review of the deeds for the five properties on Lillian Drive shows that all are buildable. Although they were commonly held,two were conveyed out during the five year period. Sincerely, l Ralph M. Crosseri Building Commissioner. RMC/km g000321a CASE & RAPP, LLP Attorneys and Counsellors at.Law 1645 Falmouth Rd., Suite 1E Centerville, MA 02632 Tel. 508.771.3400 Fax 508.778.1700 caserapp@capecod.net Charles C. Case,Jr. Stuart W. Rapp March 17, 2000 Mr. Ralph Crossen Building Department Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Lillian Drive Dear Mr. Crossen: With reference to the above-entitled matter and pursuant to your request, enclosed please find the following: 1. My correspondence to you of September 27, 1999; 2. Your correspondence to me of September 28, 1999; and, 3. My correspondence to you of October 14. 1999. If you should have any questions or require any further information, please do not hesitate to contact me. I remain, Very tru s, . . Stuart W. Rip SWR:sjr Encs. f CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite lE Centerville,MA 02632 Tel. 508.771.3400 Fax 508.778.1700 E-mail: caserapo(a,camcod.net = Website: www.caseranp.com Charles C. Case,Jr. — Stuart W. Rapp September 27, 1999 Via Facsimile 508-790-6230 and First Class Mail Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis, MA 02601 - Re: Lillian Drive Dear Mr. Crossen: It was a real pleasure to meet with you this morning with regards to the Lillian Drive property that my clients own. As we discussed, I am providing this information to you with regards to these lots in order that you may determine the buildability of these lots. Please be advised that the lots in question are Lot Nos. 33, 35, 38, 40 and 42—all on Lillian Drive as shown on a copy of the subdivision map that I have attached to this correspondence for your review. ?fter our meeting this mori?_'-na. I did, in fact. drive over to the property and found that Lillian Drive dead ends currently at the boundary of Lots 45 and 42. My client has assured me that he has submitted the preliminary plan to the Town of Barnstable Engineering Department sometime ago and it is intended that the Lillian Drive will be extended as it is shown on the attached map at the time these lots are built upon. _ The lots were checker boarded by deeds recorded in December of 1986 subsequent to the adoption by the town of the one acre zoning. However,pursuant to Article 4, Section 4.2 (2 which allows,for common lot protection these lots fit within that exception especially because the subdivision which these lots are located within was approved by the Town of Barnstable back in 1961. I anxiously await your written determination that these lots are buildable. If you should have any questions, please do not hesitate to contact call me. I remain, Very truly yours, - Stuart • pp SWR jlc _ Rzc. cc: client fIo°o l l o00r r.j 110 00 It 05S , A•� S 13 i� �A� N „moo losoo "so I tOoo sa f $ •;� 13 a 10Ooo' G2 ,� SS* 10833 ►�� a po ltooa ,; Ifa� ll000 aoo tosoo 9S� fop.00 SIP as . 0 10 OOo 1t4p0 �� 11Op . i1 . S►o. ����� �. 11000 ,IGLOO s ..N�y.bz's° ,1 !. + a, '� `p a-ju i. 000 If0� ~ _- SJ _ 15070 '1p'`�� tom /00Ao ws 9y op VmP � 6D � :• �,• �9 �� �� 1t99O � Sao$��. 33 '043. Abe /3d7f2 e' .J7690 a 19756 ' �,a'� .�� ,S� tdsoo aya° °° Zs iS0 k�p32 v ? s��,rosoo 27 wl�so ,. loa oo slog-tr v 820 lit•js, NJsJ �,`� � g 1392 10960 _►739 37 U e J 1705 .�_.. loo g Jo 0 9t, s,.N /sao9 us tooas o'_ oo E C . 106" - l0000 Iasi _ 78 �'? ,'�e,� ► ► ,paoo a7 A•lIQOO ni Osfao , r ass y r r ►OOAo loo a $ 11926 of ,s so as g g /0000 10000 • sa.00 Q1 a g i0000- t ,oaoo d 1O000 1 0 .� 20035 ^ a ► •SoT6730W - 1798S b f 18000moo ' ioaoo won ► F_Pary= 4 Cam/ ... .._..._ .i *:�xxoecs®► ti:. ._..- -- OCT 5-' I i .r CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1 E Centerville,MA 02632 Tel. (508) 771-3400 Fax(508) 778-1700 caserapp@capecod.net capecod.net - Charles C. Case,Jr. Stuart W. Rapp TO: JL �4' _- Q ' -9 ATTENTION: FROM• at the Law Office of Case & Rapp,LLP - DATE: YOUR FAX NUMBER: NUMBER OF PAGES FAXED INCLUDING COVER LETTER: RE: - If trouble with receipt, please call (508) 771-3400 The documents transmitted by this facsimile contain information from the law office of Case&Rapp,LLP, and may contain confidential and privileged information. This information is intended for the use of the addressee _ named on this transmittal sheet. If you are not the addressee,any disclosure,photocopying,distribution or use of its contents is prohibited. If you have received this facsimile in error,please call us immediately at 508-771-3400 so that we can arrange to retrieve the original documents: Thank You! CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1 E Centerville, MA 02632 Tel. (508) 771-3400 Fax(508) 778-1700 caserapp@capecod.net Charles C. Case, Jr. Stuart W. Rapp TO: ziz4p'-� e&'rfs" -7 941 ATTENTION: FROM: at the Law Office of Case & Rapp,LLP D � - DATE: YOUR FAX NUMBER: - NUMBER OF PAGES FAXED INCLUDING COVER LETTER: RE: If trouble with receipt, please call (508) 771-3400 The documents transmitted by this facsimile contain information from the law office of Case&Rapp,LLP, and may contain confidential and privileged information. This information is intended for the use of the addressee _ named on this transmittal sheet. If you are not the addressee,any disclosure,photocopying,distribution or use of its contents is prohibited. If you have received this facsimile in error,please call us immediately at 508-771-3400 so that we can arrange to retrieve the original documents. Thank You! i . The Town of Barnstable 9 MAM Eo Department of Health Safety and Environmental Services �pr �� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 28, 1999 Stuart W.Rapp Case and Rapp,LLP 1645 Falmouth Road,Suite 1E Centerville,MA 02632 Re: Lillian Drive,Hyannis Dear Attorney Rapp: Unfortunately,the way must be bettered to a certain standard before I can consider it frontage. While I agree that you now satisfy the common lot exemption criteria,you have no"frontage"yet. Provisions will have to be made to agree to a list of betterments to Lillian Drive and a schedule of work on that way. Many have begun the work and held off on the final asphalt coat until they were looking for certificates of occupancy. The list of betterments will come from me and,if your client understands this,I will do a site visit and provide you with such a list. Sincerely, Ralph M.Crossen Building Commissioner RMC/km g990928b i CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1E Centerville,MA 02632 Tel. 508.771.3400 Fax 508.778.1700 E-mail: casempyAcapecod.net Website: www.caseravp.com Charles C. Case,Jr. Stuart W. Rapp October 14, 1999 Via Facsimile 508-790-6230 and First Class Mail Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis, MA 02601 Re: Lots 33, 35, 38,40 and 42 Lillian Drive,Hyannis, MA Dear Mr. Crossen: It was a pleasure meeting you at the Lillian Drive site on October 8t' and this letter is sent at your request to confirm and summarize the results of that said visit. It has been agreed that the lots are buildable and that you will require that Lillian Drive be completed in conformity with what is currently existing, which is a 13 foot wide paved road with Cape Cod berms on both sides, the depth of the road construction will be pursuant to the Town of Barnstable Engineering's specifications, a water main will be installed and the placement of the hyrdrant or hydrants will be determined by the Water Department's specifications. It was further agreed that two catch basins, one on each side of the road, will be installed at the lowest topographical point of this road construction. Also intended to be confirmed with the Town of Barnstable Engineering Department is whether they will require further catch basins to be installed and if so, they will be installed as well. Presently, there is a plan being worked up and will be made available to the Engineering Department as well as to yourself, and pursuant to your representation, ' !Y t� a s o. L '�•se LOT 45 .�h ��• t.�3 +�. 67°52'30-E GAR. EX I S 44•: FDN. TOF-51 . 0 LOT 40 LOT 42 o / F 12. 125-t S.F. LOT 43 �•�?, ,� . LOT 41 z STREET ADDRESS: s 19 L I L L 1 AN DR I VE ASSESSORS ' MAP 46 PARCEL 204 OWNER: DAVENPORT BUILDING CO. TRUST PLAN REF. : PL. BK. 165 PG. 41 TOWN OF BARNSTABLE ZONING BY-LAW DATED MARCH 14. 1997 ZONE ,R8 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS KNOWLEDGE. I NFORMA T ION AND BELIEF THE DWELLING FRONT - 20,* SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE - 0' OF THE ZONING BY-LAW FOR THE R-B DISTRICT. REAR - 10' PROPERTY LINES SHOWN,HEREON WERE-COMPILED FROM-AVAILABLE ��MOf y PLANS OF RECORD AND DO NOT, TERR�, REPRESENT AN ACTUAL SURVEY ANN � ON THE GROUND. No.387211 -A S-B U I L T THE FOUNDATION DEPICTED ON THIS PLOT PLAN PLAN WAS LOCATicO ON THE GROUND / IN BY SURVEY ON APRIL 28. 2000 AND / �v �A�NS�"ABLE, MASS. AS SHOWiV AS OF THE DATE S/I OF 4OCAT ION. ` SCALE. 1 "-40* MAY 1. 2000 THIS PLAN 15 FOR PLOT PLAN TERRY A. IARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 L ONG ROAD RECORDING. DEED DESCRIPTIONS. NAAMPCH. NA. 02845 ESTABLISHING PROPERTY LINES. (000) 4BE-8dd9 THIS PLAN 15 VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 99-253 AS19 Monday, January 10, 2000 : Meeting with Steve Seymour, Ralph Crossen, Donny Perkins and David Sauro at Ralph's office to discuss Lillian Drive. Check with the Fire Department if a fire hydrant is required and if it is mark the location on the plan. Submit a draft of the written drainage easement to be used and would need to be done prior to issuing CO's. Set five concrete bounds at the PC's (point of curb). " Street signs will be needed if not all ready there. Steve Seymour will be notified for all road inspections that would be needed. , Order of procedure will be as follows: Submit the building application along with the road plan showing the location of the fire hydrant foundation permits will then be issued if everything else is in order.. Roadwork would need to be completed to the stage of being ready for base coat of mix. Road complete with utilities and drainage in place, graded and dense grade in place. Once the road is at that stage and foundation are in and certified plot plans are issued then the full building permit will be issued. Occupancy permits would not be issued until The road work is completed r 10/14/1999 12:20 7781700 CASE AND RAPP LLP PAGE 02 ` t CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1E Centerville,MA 02632 Tel.509.771.3400 Fax 508.778.1700 E-mail: C"Cmenna,canecod-net Website: www-cesetmm-com Charles C.Cade,Jr. Stuart W. Rapp October 14, 1999 Via Facsimile 508-790-6230 and First Clws Mail Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis,MA 02601 Re: Lots 337 35,38, 40 and 42 Lillian Drive,Hyannis,MA Dear Mr. Crossen: It was a pleasure meeting you at the Lillian Drive site on October 8d' and this letter is sent at your request to confirm and summarize the results of that said visit. It has been agreed that the lots are buildable and that you will require that Lillian Drive be completed in conformity with what is currently existing, which is a 13 foot wide paved road with Cape Cod berms on both sides,the depth of the mad construction will be pursuant to the Town of Barnstable Engineering's specifications, a water main will be.installed and the placement of the hyrdrant or hydrants will be determined by the Water Department's specifications. It was further agreed that two catch basins, one on each side of the road,will be installed at the lowest topographical point of this road construction. Also intended to be confirmed with the Town of Barnstable Engineering Department is whether they will require further catch basins to be installed and if so,they will be installed as well. Presently,there is a plan being worked up and will be made available to the Engineering Department as well as to yourself,and pursuant to your representation, 10/14/1999 12:20 7781700 CASE AND RAPP LLP PAGE 03 Certificates of Occupancy will not be issued until the binder coat of asphalt is placed on the road pursuant to these specifications. I do believe that this clearly sets forth the understanding of my client and yourself and that my client may move forward with the construction of the homes on these lots, only, of course, after receiving the Building Permits from your Department. If this varies in any regard to what is your understanding of this matter,then please contact me as soon as possible. If you should have any questions,please do not hesitate to contact me. I remain, Very truly yours _ Stuart W. Rapp SWR:jlc cc: client -;------ 1 — I 1 � lu ;, II 11-------- I I I I I i ' I II , I 1 flies II ul j Tsm7 m 1 ; i ! I ; II I I I II 1 I 1 1 I ! I 1 mnnpn�I 1 I IEYIIOIIY I ! 1 0 4 ; I 1 I ! I I i I j II j � II ; � II I , li I ' I I � I' II Ij 1 II 711 , 1 n �* •;�"°+�`��•"�°•'� DAV©IO+ORTBURDING W. PNOIECT: Raww er. , 20 NORTH MAW STRFET 1 44M ti4AOL¢.-. mew a � Q SOUM YARMOUIH.MAM664 � O A�elms#h�wda A.rsotu#sai LOCATION: aFtl190NS Om�u>f'nv P�•.I sianiae --1-prvfersk�huHQbpAalgl-�-^ T}'cQRv)INGiY 1'-i.o�ev:livi.wvnr+y�r.o�so' `iae vai"�- L_t �mlumsyn ••nv 14 i. ;r 11 0 d op Z CtOD.gOhl.t ' plfGNeN/ONNq - b5 j � ! 2 E ..����ie�•.�+ce l-r. iP .ice_ �yy S r• 6 A.= LJdi 4 b' S9�'• s��� �` rL Y: i jl-A�F-IF-GJ'r FLOOR.FL-AN - ��� a u € DRAWINGlYIL• Pa kM.-M fMfkT NUMBED: A 2 00 r a I oe FQ [i([F _---------_-_____-___—________ 1 }{ 1 I; 't L♦ 1 I I' 4 ♦[ I ' 1 r# I I i co I ' I3 I I 4 v I r M—;:— I I ii ` I � • I i I I ' ; n I r I L II ' I 9 Y Tu � Y O z c ..w •�sq lr.�Y. �..ne DAVENPORTBUIIAING M PROJECT: autaa er 20 NORTH MAIN STREET . 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I understand Out a Copy of this awaseat may be forwarded to the OOice of done of the DU for corerape vagk dtom I do hachy ceof"under the pmAs and penalties of pary'ury the the wfamntion prended above a&w mrd com vI Print( V� 6��- Phone# ��- 9`� oi&W use only do not write in this area to he completed by city or town otOcW city or town: permmucense 0 QBdWint Department • Q�t Board ❑chakff inanedhute response is required Osdeeimm'a Oboe _OHnNiDepartinent contact person: phone#` ❑ "�� r - • r - ESTIMATED PROJECT COST WORKSHEET 2- -'A . 1 40 a i5 O Z/.-0 Value LIVING SPACE ;2,6 X -4/0 /, o V0 square feet X$55/sq. foot= ..5 GARAGE(UNFINISHED)/5�,Y.?Y square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK `�x�`� l-20 square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= /0/ 00 0 Total Estimated Project Cost 7 7, VO 0 g990915b - Table.iS2.Ib(costslaesd) . huobipdre Psdmw fbr 06 sad TWaFsn*tieddeesW Baudbp Homed w"LFb=il Fads MA=um d1aVaV11J113 Gazing Muin8 ai&s Wall I Floor I Beam= Sbb andw caoUng Ann'(%) tp Wj ai Rrvataj Rrvdue'' R'"dud Wilt !I®meew Emcic=r pada�e itw.W Rrvdaa' 3701 COMO DoMmOns? Q 12% aA0 3= iJ 19 10 6 1Neemai 1L ITJS am 3o t9 19 10 6 Noeaad S 12fi mo 3i 13 19 10 - 6 aN AME T 15% -036 n u u WA WA Naeosit 11 15% OA6 33 t9 19 10 6 Noemd i� 15% W,4: : 12 WA IWA t 6s wFUE W IVA L2 nt! 19 to- 6S AFEM X 1!%i. a32 IJ n WA A Noemd T. ISRA �Z 3t 19 2f WA Z 180A 0A2 3= 13 19 10 90A M 1119E 030 n19 10 10 "AM !. ADDRESS OF PROPERTY: Z SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3� 3. SQUARE FOOTAGE OF ALL GLAZING. �y 4. %GLAZING AREA 03 DNIDED BY#2): J. SELECT PACKAGE(Q AA-see chart above): t?A NOTE: OTHER MORE INVOLVED METHODS OF DE1 RMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR TMS INFORMATION. WELDING INSPECTOR APPROVAL: YES: NO: a.fcmn.690303a Board of Building Regulations One Ashburton Place, Rm 1301 Boston, M.a02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE- ' - Birthdate: 11/24/1954 Number: CS 012060 Expires: 11/24/2001 .x . _ Restricted To: 00 DEWITT P DAVENPORT ' Y 20 N MAIN ST S YARMOUTH, MA 02664 . - 9205 Keep top for receipt and change of address inotification. i Jlie &W;'�' Board of Building Repulations One Ashburton Place, m 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 11/24/1954 Number: CS 012060 Expires: 11/24/2001 Restricted To: 00 DEWITT P DAVENPORT 20 N MAIN ST S YARMOUTH, MA 02664 Tr.no: 9205 Keep top for receipt and change of address notification. ''.0/14/1999 12:20 7781700 CASE AND RAPP LLP PAGE 02 CASE & RAPP, LLP Attorneys and Counsellors at Law 1645 Falmouth Rd., Suite 1E Centerville,MA 02632 Tel.509.771.3400 Fax 508.778.1700 F,-mail: c $VrappCa),ca mod-net Website: www_caserayn.com Charles C.Case,Jr. Stuart W. Rapp October 14, 1999 Via Facsimile 508-7"-6230 and First Class Mail Ralph M. Crossen Building Commissioner The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street Hyannis,MA 02601 Re: Lots 33,35, 38, 40 and 42 Lillian Drive,Hyannis,MA Dear Mr. Crossen: It was a pleasure meeting you at the Lillian Drive site on October 8* and this letter is sent at your request to confim and summarize the results of that said visit. It has been agreed that the lots are buildable and that you will require that Lillian Drive be completed in conformity with what is currently existing, which is a 13 foot wide paved road with Cape Cod berms on both sides,the depth of the road construction will be pursuant to the Town of Barnstable Engineering's specifications, a water main will be installed and the placement of the hyrdrant or hydrants will be determined by the Water Department's specifications. It was further agreed that two catch basins, one on each side of the road, will be installed at the lowest topographical point of this road construction. Also intended to be confirmed with the Town of Barnstable Engineering Department is whether they will require further catch basins to be installed and if so, they will be installed as well. Presently,there is a plan being worked up and will be made available to the Engineering Department as well as to yourself, and pursuant to your representation, �, 10/14/1999 12:20 7781700 CASE AND RAPP LLP PAGE 03 Certificates of Occupancy will not be issued until the binder coat of asphalt is placed on the road pursuant to these specifications. I do believe that this clearly sets forth the understanding of my client and yourself and that my client may move forward with the construction of the homes on these lots, only, of course, after receiving the Building Permits from your Department. If this varies in any regard to what is your understanding of this matter,then please contact me as soon as possible. If you should have any questions,please do not hesitate to contact me. I remain, Very truly yours Stuart W. Rapp SWR-ile cc: client I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date i I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric. Resistance) DATE: 12-30-1999 DATE OF PLANS: 12-29-99 TITLE: New Ranch PROJECT INFORMATION: Lillian Drive Centerville Ma. 02632 COMPANY INFORMATION: Davenport Building Company 20 North Main Street South Yarmouth Ma. 02664 NOTES: MaCheck by Cape Cod Insulation INC. # 1189 COMPLIANCE: PASSES Required UA = 270 Your Home = 238 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1176 30.0 0.0 41 WALLS: Wood Frame, 16" O.C. 932 13.0 0.0 77 GLAZING: Windows or Doors 120 0.460 55 DOORS 40 0.220 9 FLOORS: Over Unconditioned Space 1176 19.0 0.0 56 HVAC EQUIPMENT: Furnace, 92.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 13 and J4_.4. Builder Designerr--z Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Ranch. DATE: 12-30-1999 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ ] I 1. R-30 I Comments/Location I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.46 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I DOORS: [ ] I 1. U-value: 0.22 I Comments/Location I I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 92.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: ( ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the i inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specification s. I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. _ I I TEMPERATURE CONTROLS: ( ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: ( ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I ( ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and i require a cover unless over 200 of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-l" 1 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 y l I 100-130 0.5 I 0.5 0.5 1.0 'I ----NOTES TO FIELD (Building Department Use Only)------------------------- 4.� QUiRY .PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 10/06/98 PARCEL ID 248 204 GEO ID 15590 LOT/BLOCK 42 DBA PROPERTY ADDRESS OWNER CAPE 19 LILLIAN DRIVE COD BLDG SUPPLY INC HYANNIS 63 WAREHOUSE RD HYANNIS MA 02601 PHONE DISTRICT HY DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY (NOTES) ZONING DIST/ZOC RB SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? ## BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 11761 . 2 OPER/MGR NAME WET LANDS MULT ADDRESS USE 130 PROTECT DIST WP (N) EXT / (P) REVIOUS / NO (T) ES / PER(M) ITS / (V) IOLATIONS / (G) EOBASE / (E) XIT, k �r The Town of Barnstable &VLVMAMAM Department of Health Safety and Environmental Services °ram;9..��`� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 5, 1998 '09 is i�15 &7, M Larry Nickulas RE: Buildability of lots 29, 34, 33, 35, 38, 40 and 42 on subdivision plan titled "Craig Port" in West Hyannis dated September 19, 1961 by D. Kellogg, Engineer. Dear Mr. Nickulas, Thank you for submitting the necessary documentation for the above lots. The information has been reviewed and it was found that lots 33, 34, 35, 38) 40 and 42 are unbuildable because they were held in common ownership by Cape Cod Building and Supply after the zoning change to 1 acre (2/28/85). Lot 29 has been found the only buildable lot because it was held in separate ownership from the abutting parcels. Under Section 4-4.2 (20) specifically A) does not apply since the subdivision has more than 2 adjoining lots in common ownership. You have the right to appeal my decision or seek relief from the Zoning Board of Appeals. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner e EST/MA TED PROJECT COST WORKSHEET Value LIVING SPACE �40 J< /Q � square feet X$55/sq. foot= 7, GARAGE (UNFINISHED)/� X� square feet X$25/sq. foot= 8� 0� PORCH I J D m c square feet X $20/sq. foot= DECK /© X/ square feet X $15/sq. foot= D OTHER H is C, square feet X$??/sq. foot= 1�� 00 0 Total Estimated Project Cost l 7 �i' For Office Use Only /nc/usionary Affordab/e Housing ee Residential Commercial" Property Owner's Name ✓c� T C,4 C-/ Project Location— JJ L 1 L L% lJWY,4AJJ1 S Project Value 77 TC& Permit Number T33-� *.*Existing Sq. Ft. **Proposed New Sq. Ft. Fee $ IAHFORM 1/3/00 SYSTEM -COMPONENTS* ELEVATIONS** A VARIANCE IS REQUESTED FOR A TWO BEDROOM ZONE: RB LOCUS: DESIGN FLOW (DEED RESTRICTION REQUIRED). SETBACKS: i MIN. 3" TOPSOIL -i FRONT - 20' y8 1. TOP FOUNDATION................................................... 100.00 ' OF TOPSOILSIDES - 10, ROJtE w i ORGANIC MATERIAL & : ' s REAR - 10' sr Arom'e M 2. INVERT OF PIPE AT FOUNDATION,.........................95•00 BOULDERS, IN COMPLIANCE FRONTAGE - 20' WITH 310 CMR 15.255(3)), AREA - 43,560 S.F. I J. INVERT OF PIPE AT SEPTIC TANK INLET............. 94.79 COMPACT TO 9OX DRY WITHIN WELLHEAD ZONE DENSITY 4. INVERT OF PIPE AT SEPTIC TANK OUTLET........... 94.54 2" LAYER OF 1/8-1/2" ! DOUBLE WASHED STONE FEMA FLOOD ZONE C LlJjw M 5. INVERT OF PIPE AT D-BOX INLET.......... ........94.50 ' 1 7 PANEL #250001 0008 D (AREAS OF MINIMAL FLOODING y CMXOTTA AW_ 6. INVERT OF PIPE AT D-BOX OUTLET....... .... ........ 94.33 8 OUTSIDE 500 YEAR FLOOD ZONE) CARA AWD 'moo 7. INVERT OF PIPE AT GALLEY.................. _ 3.5' 5.2 3.5' J d... 94.30 - SITE i 8. BOTTOM OF GALLEY.........:..................................... 92.30 9. BOTTOM OF AGGREGATE.......................... WA DOUBLE SHED STONE GENERAL 9 NOTES: *LOCATED ON SECTION & PROFILE **BENCHMARK = STAKE SET - 102.23 �� ��� �I �=- 1. THE SYSTEM COMPONENTS AND CONSTRUCTION I -1 I I SHALL BE IN ACCORDANCE WITH THE STATE OF SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED EDGE OF EXISTING PAVING MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL CTION A - "A hROPOSED WATER & GAS P BOARD OF HEALTH REGULATIONS. BELOW 94.30 IT SHALL BE REMOVED & REPLACED � PROPOSED EDGE OF WITH A 5' OVERDIG PER TITLE 5 REGULATIONS TYPICAL SECTION \ GRAVEL ROAD N 2. CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO CONSTRUC7ON AND BE RESPONSIBLE FOR ALL NOT TO SCALE UNDERGROUND UTIL177ES. ES77MATED HIGH GROUNDWATER CALCULATION- \ 3. ELEVA77ONS ARE BASED ON BENCHMARK AS SHOWN. (USGS/CCC METHOD) I INDEX WELL: # AIW-230 ZONE: D N T : PROPOSED EDGE OF 16' GRAVEL ROAD \, \ \ `� 4. PIPING SHALL BE SCHEDULE 40 PVC. _ DATE OF READING: 2 20 97 DEPTH TO GROUNDWATER: 21.92 AND PROPOSED UTILITIES PER PLAN OF LILLIAN \ - GROUNDWATER LEVEL ADJUSTMENT: 1.90 DRIVE,. CENTERVILLE, MA BY CJ ENGINEERING FOR � \\ �� •tP FAD 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING ACTUAL GROUNDWATER LEVEL ® SITE: EL. 68.00## ALL CAPE ENGINEERING. RE 45ED 6123197 _ ��,. '��, ` \\ � - - �' ,n UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL. 69.90 ���- \\�\ \� �\ ��� �` �`���_ ,90" _T ° UNDER DRIVEWAYS 96��`� 6. CONTRACTOR SHALL WATER TEST D-BOX FOR JJPER USGS MAP - PROPOSED SAS AT EL. 50.00 f ABOVE MEAN SEA LEVEL, / 1 ;�8.� \ r m LEVELNESS. PER ,GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) \ -_ 50.00 20.00 30.00' TO GROUNDWATER I !�. _ �� OLEO Wq a Z ANY ALTERATIONS OF THIS DESIGN SHALL 8E 98.00 (GRADE AT SAS) - 30.00' = 68.00 (GROUNDWATER ELEVATION) I ! I �� �����xx��,, � �' Y �� ` APPROVED IN WRITING BY THE ENGINEER AND BOARD OF STAKE SET I I 11 ``f -- r�`�' 1 I r ' ' HEALTH. ,} r EL. = 102.23 �- 1--- -----/----= - t' t-------1 1 T`"= 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN I �tQ J 1 I ► \ 1 ADVANCE FOR FINAL INSPECTION OF SEP77C 1 ` �`�• 5f / / /I / i / U.P. I I / ' SOIL TEST LOGS _ , i. / / l l i / 11 I I / / SYSTEM INSTALLATION. P-8874 P-8875 DEPTH HORIZON DEPTH HORIZON DESIGNCRITERIA: GRADE"= EL. 93.50 GRADE = EL. 83.00 n`� r 0" 0" Y �� N 1 I I 1 ! 94 ORGANICS & FILL •'� \ I I I I I lI / / / I I I ! / / r { LEAVES ��• I \\ I �g I I ! I Q / ! ! Ii� DESIGN FLOW: 6" 2" '� l % T ���l�q,V I \� I I i/�� 1 1 j ► / / / r 2 BEDROOMS 0 110 GPD = 220 GPD I Oio SEPTIC TANK = 1,500 GALLONS L.OAMY,, 1 I n,n c _ _. 1:.,. r r �_ . _./ _� :. ,-. _ .,_ _ _. _< Pit.: A. ,.__.- . __._ _ 7.5YR4/1 10YR2/1 I ! O ! / / NO GARBAGE DISPOSAL _:,.. I 1 I �' O f -8871 1 / 1 1 1 / / TELE HONE, ELECTRIC & 12" 30" SLOPE r0 DRAIN I 1 I I 1 1 // /l I 1! , / / CAQLE TV ,' SANDY LOAM p LOAMY SAND AWAY FROM 7 / SIZE OF LEACH FIELD REQUIRED: Bw FOUNDATION LOT• 42 l 1 ! Ir; / /1 % N j i / rr/ r/ % r� DESIGN OF PERC RATE: 2 MIN/INCH 7.5YR3/3 1OYR4/3 G� 1 g ► REQ'D AREA = 22010.75 = 293.3 S.F. _ " 12, 125 S.F. r r / 15" 60 a' r r I LOAMY SAND 8w AA _ (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. 10YR3/6° Fti I � � � � 1 I I I I / � Ohl 1 _ �, ,1• I / � 01 1 RETAINING WALL, MAX MED. TO COARSE Cl EFFECTIVE LENGTH = 25' I I I I 1 1 I HEI HT = 5 1 30", SAND W/GRAVEL .F CB/DH FND j �- �' I I /• 1OYR4/6 S I I I I `�• ! I j I I i Ih ® j 1 I! P-8875 �\ EFFECTIVE WIDTH = 12.2' MED. r0 COARSE SAND W/GRAIrLL ClC1 � j 2.5Y7/6 72" 126" FINE TO MED. G2 FINE TO MED. C2 ! i SAND SAND 10YR7/3 10YR5/8 '` V i LEGEND: 1 __ 144" 132 ?s �'� 1 J%�I I I I _{J 1 f L( T 40 1 w WATER OUNDARY m- g liOTTOM OF EXCAVATI N FOR LEACHING FACILITY TO 1 f"! I I I 1 1 I I I i 1 c i SOIL 'I:STS CONDUCTED ON 2113197 \ I � I I I I ! ► 1 1 �65 S.F. I GAS BE f"N�PECTED BY THE ENGINEER OR HEALTH AGENT \ I I } I I ! I I I I _ \ \ F-c ELECTRIC CABLE TV OY CAI�LELYfd ,° DOYLE, P.E. 9 „ I I 6''ITNESS :€? L`r F'NSABLE t30H AT TIME OF CONSTRUCTION. ` I 1 1 1 1 1 1 ( f I 1 I f \\_ \ - - - T TELEPHONE AGENT JERKY DUNNING - `� �2� ��! 1 C N CE 1 II r I I ,\ \\ \\ - 80- - - - PROPOSED CONTOURSEXISTING CONTOURS TO BE r?EMOVEp I �_ t \ LIMITS OF OVERDIG � NO GROUNDWATER OBSERVED AT 132" (EL. 72.00) MAX. FINISHED GRADE OVER R 28'� ,• +(��C ` -'�•R�- ) LEACHING FIELD = 98.05 (n,� L f ------- _"----""- LIMITS OF LEACHFIELD PERC RATE <2 te'IN/INCH AT 42" IN P-887a �96¢),`PLC ) t L O 500-GALLON PRE-CAST CONCRETE GALLEYS, EXISTING TRAVELED WAY 3'S' x 5 2" EACH, WITH 4' CR. STONE ON ENDS SLOPE TO DRAIN AND 72" IN P-8875 - '4N0 3.5' CR. STONE ON SIDES P_8874 TEST PIT, LOCATION & NUMBER SOLID 4" PVC, S=0.021 D-BOX TO BE PLACED ON CRUSHED STONE BASE, MIN. 6" THICK 2" LAYER OF 1/8" - 1/2" DOUBLE REVISIONS: RISER TO WTHIN 6" OF GRADE, TYP. WASHED STONE ABOVE GALLEYS O 20 40 1 SOLID 4" PVC, S=0.021 SOLID PVC, FIRST 2' TO BE LEVEL, REST AT S=0.005 NEEL- Of ���OFMASS SCALE: 1"= 20' �� Ifc TERRTITLE: SITE PLAN & SEPTIC SYSTEM DESIGN AID#Ni � LOT 42, 19 LILLIAN DR., CENTERWLLE, MA ------ o o J. WAS?.,,tiER 2 :` . ' No.38721 OWNER: DAVENPORT BUILDING CO. TRUST ` 000 000 1 ' ct 20 N0. MAIN ST., SO. YARMOUTH, MA 02664 3-1 :•:. o 0 0 0 0 o Ri�fiE��� �s�IV,I_LFN�`� 4 5J 6 72 NOTES FOR SEPTIC TANKS: 4• 17• 4 AL a w CJ ENGINEERING i I. `I D-BOX OB-5 BY SHOREY, a+- STONE cR 9 449 ROUTE 130, SUITE 13 ON EWS ON ENDS 1. INLET TEE SHALL EXTEND MIN. OF 10" BELOW THE FLOW LINE. CONCRETE PRODUCTS OR 8 �� � SANDWICH MA 02563 SEPTIC TANK EQUAL, PROVIDE FLOW (508) 888-4975 Tr H-10 RATED LEVELLORS ON OUTLET 2. OUTLET TEE SHALL BE PRI'VIDED PER THE TABLE BELOW. 3.5' CR. STONE LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE PIPES ON SIDES 4 FEET 14 INCHES MAP: 248 PARCEL' 204 PROVIDE GAS BAFFLE 5 FEET 19 INCHES PROPOSED SEPTIC SYSTEM - PROFILE 6 FEET 24 INCHES DATE: 11129199 SCALE: AS SHOWN 7 FEET 29 INCHES --- NOT TO SCALE 8 FEET 34 INCHES SURVEY BY. TERRY A. WARNER, PLS/5(IR)_d32-R309___.. --- DWG. CJ134/LILLIA19.DWG SHEET 1 OF 1 - uecuncu __Are_ - --