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Home My WebLink About0061 PHEASANT WAY - Health 61 Pheasant Way 227-143 Centerville No. 4210 1/3 ORA Pendaflex j4 11. = AM 10 0/.W 1"0' , Q `w Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. May 24, 2004 Ms. Lynne Whiting Hamlyn Hamlyn Consulting 690 Thousand Oaks Drive Brewster, MA 02631 s � 5* ' r„i, - , a b s:•.; xA. .s`_ �.sG -. s..:.. �faeasan�l�Vay�,��-- - Dear Ms. Hamlyn, You are granted conditional variances on behalf of your client, Christopher Bullock., to install an onsite sewage disposal system at Lot 2 Pheasant Way, Centerville, Massachusetts. The variances granted are as follows: PART VIII, SECTION 1.00: The soil absorption system will be located 60 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required per the Board of Health Regulation. PART VIII, SECTION 1.00: The reserve area for the soil absorption system will be located 50 feet away from a coastal bank, in lieu of the one- hundred (100) feet minimum separation distance required per the Board of Health Regulation. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:HamlynWhitingBullockV ariance (3) The septic system shall be installed in strict accordance with the engineered plans dated revised May 11, 2004. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised May 11, 2004. These variances are g.ranted because the physical constraints at the site severely restrict the location of the greywater disposal system due to the close proximity f a coastal bank and a bordering vegetated wetland. Sincer yours, r Wa a Mi er, M. Q:HamlynWhitingBullockVariance HAMLYN CONSULTING 690 Thousand Oaks Drive, Brewster, MA 02631 Phone & Fax: (508) 896-5203 March 29, 2004 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Reference: Christopher Bullock, Lot 2 Pheasant Way, Centerville, MA Variance request Dear Board Members: The Conservation Commission issued an Order of Conditions dated November 6, 2003 to Christopher Bullock approving the construction of a single-family house with appurtenances on Lot 2 Pheasant Way, Centerville, MA. The Commission will review a revised plan on April 6 showing the house, in its approved size and configuration, to be seven feet closer to resource areas; the septic system design has not been revised from that approved. There are several resource areas on and adjacent to the locus property: river and riverfront area,bordering vegetated wetland and coastal bank. The septic system occurs outside of the riverfront and beyond the 100-foot buffer zone to the BVW. However, septic components are located within 100 feet of the coastal bank. Board of Health Regulations state: Unless specified by the Board of Health, all soil absorption systems, leaching facilities, septic tanks, disposal fields, or other sewage disposal system components hereafter constructed shall be so located that a distance of not less than one hundred (100) feet shall intervene between and bordering vegetated wetland (as defined within 310 CMR 15.002 of the State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage) and/or watercourse including brooks,ponds, salt and fresh water marshes, bogs, streams, coastal banks, lakes or spring high water mark of tidal waters and any portion of any soil absorption system, leaching facility, septic tank, disposal field, or other sewage disposal system component. During the public meeting held on February 17, 2004, the Board members voted to utilize the State's definition of coastal bank listed under 310 CMR 15.002 of the State Environmental Code, Title 5. Accordingly, the applicant seeks variances from the above as follows: The leaching facility is proposed to be located 60 feet from the top of the coastal bank, requiring a 40-foot variance. The reserve is proposed to be located 53 feet from the top of the coastal bank,requiring a 47-foot variance. The septic tank is proposed to be located 70 feet from the coastal bank, requiring a 30- foot variance. The distribution box is proposed to be located 67 feet from the top of the coastal bank, requiring a 33-foot variance. This coastal bank exemplifies the type of noneroding bank that occurs inland of a freshwater, woody swamp; it is designated as a coastal bank under state regulations because it is adjacent to a 100-year flood elevation. The edge of the river was located at the mean high water elevation of the tidal creek; all components of the septic system are located over 200 feet away from the tidal waterbody. The plant community type changes from salt water to freshwater between the tidal creek and the base of the slope—salt marsh to brackish marsh to woody swamp. The slope, upon which the 100-year flood elevation falls, is upgradient of the BVW and stabilized by a mature multi-tiered plant community. The leaching facility design meets breakout requirements and will not destabilize the bank. The minimal design is to service a proposed two-bedroom dwelling. The system has been located as far from the coastal bank as possible while maintaining the property line setbacks required under Title 5; no other state or local variances are required. A work limit line is to be established a minimum of fifty feet from the top of the bank and shall be maintained to project completion, which includes the stabilization of sediments. All disturbed areas shall be vegetated upon completion of construction. If you have any questions or require additional information, please call me at(508)896- 5203 prior to April 20 so that the information may be available to you for the public meeting on that date. Yours truly, 4Le Whiting Hamlyn Environmental Consultant cc: Edward Kirk, Esq. Christopher Bullock 2 1HE Town-of Barnstable �OF Tp �.. P Board of Health sARNSTABLE, P.O.Box 534,Hyannis MA 02601 y MASS. i639, ,0� ArED MA'S a Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 2-n the Petitioner(s), , __j regarding the property at the petitioner(s) and the Board of Health agree that the Board of Health has until �Ut/ (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): n Board of Hea�: Signature: ' V Signature: etit' ner(s)or Petitioner's" Represe ative hairman Print: v�✓`t. � v..� Print: & -G--nasfc, R—.S. o4 4f6 � Date: L.�_ D 2000 Date: 2000 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 file q:extend.doc DATE: 29 Q FEE: �s 9 659.. �� REC. 13Y 0° 1pp" Town of Barnstable CID. DATE: 2 4 Z� Board of Health - 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION ii II ,, Property Address: } 64 -L V ke 0,5C,.,j W f..,i . Assessor's Map and Parcel Number: .�-'1 114`S Size of Lot: °15; 39 S Wetlands Within 300 Ft. Yes _� Business Name: No ` Subdivision Name: APPLICANT'S NAME: 1�r.`S�o(�h« PA G LV Phone Did the owner of the property authorizd you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON - �t-r S e,--�Al Vf- Name: C�t�i S 'p1`r:• V I I t:e lC Name:1 y"Ir.e. �J�-�� itm t i� Address: I S&,-i i:,y Address: fag 0 T ho U S A,--,[I O AYLS JP +u**e. Phone: C e i 1�e. , IV',A U -Z.6 3�. t-e�.3 S T� /v-A 0 2&.'3� Phone:_(5'0 h) A 9(t- jg Ia 3 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 0 g-) fee:* See- t�-1 ►c C •<�i NATURE OF WORK: House Additien Z00000 House Renovation ❑ Repair of Failed Septic System 13 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 tnJ (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 ownerAeasee 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\Owner\Local Settings\Temporary Internet Files\Content.IE5\2L7QK3KS\VARIREQ.DOC Town of Barnstable Regulatory Services KAM Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 November 24, 2003 Mr. John Alger, P.C. Attorney At Law 5 Parker Road P.O. Box 449 Osterville, MA Dear Mr. Alger, Thank you for your letter dated November 4,2003. The Board of Health members read your letter during the public meeting held on November 18th Public Health Division staff will ensure that the application will be thoroughly reviewed before any permits are issued to construct a septic system at Lot 2, located off Pheasant Way Centerville. This parcel is listed as parcel 2 on assessor's map 227 (61 Pheasant Way) If there are any wetlands within 100 feet of a proposed soil absorption system,the applicant will be responsible for bringing the application before the Board of Health and a public hearing will be scheduled. The applicant will also be responsible for properly notifying all of the direct abutters regarding the date,time and reason for the hearing. Sincerely, Thomas . McKean, CHO Cc: Robert Gatewood Lynne Whiting Hamlyn HAMLYN CONSULTING _I - 690 Thousand Oaks Drive, Brewster, MA 02631 • Phone & Fax: (508) 394-5803 November 11, 2003 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Reference: Christopher Bullock, Lot 2 Pheasant Way, Centerville, MA Dear Board Members: In response to a letter written to you by Attorney John Alger, dated November 4, 2003 regarding a septic design for new construction on Lot 2 Pheasant Lane, Centerville, Ha.mlyp Consulting offers the following: The reserve of the septic system to which Mr. Alger refers, is located 114 feet from the wetland edge. The active leaching facility is located approximately 121 feet from the wetland. The reserve is located 53 feet from the top of a non-eroding coastal bank. This bank exemplifies the type of coastal bank that occurs inland of a freshwater,woody swamp and is designated as such because it is adjacent to a 100-year flood elevation, as was discussed at-the October 14, 2003 Board of Health hearing. The Board is considering altering the definition of coastal bank, which would omit this type of bank from the required 10046ot setback regulation. The discussion was to be continued at the November 18, 2003 hearing. If the Board redefines coastal bank to preclude those non-eroding coastal banks not effected by tidal action, then the septic design will require no variances. If the definition does not change, the applicant will apply for a variance to the 100-foot required setback. If you have any questions, please call me at(508)896-5203. Yours truly, RE Lynne'Whiting Hamlyn Environmental Consultant NO.0 2 1 2003 TOV%q Ur o ,r:' 'ABLE HEALI'+, - cc: John Alger, Esq. Edward Kirk, Esq. Christopher Bullock Barnstable.Conservation Commission Barnstable Building Commissioner • LAW OFFICES OF r JOHN R. ALGER, P.C. 1 ATTORNEY AT LAW 1 5 PARKER ROAD P. 0. BOX 449 OSTERVILLE, MA 02GS5-0449 TELEPHONE (SOS) 425-S594 FAX(505)420-3162 November 4, 2003 Town of Barnstable Board of Health P. O. Box 534 Hyannis, MA 02601 Re: Christopher Bullock, Lot 2, off Pheasant Way, Centerville Ladies and Gentlemen: I am writing as the attorney for Peter Howard-Johnson and George Panaiotopolous. The above-named;_Christopher Bullock, has a petition pending before the Barnstable Conservation Commission to-construct a-single family residence on a vacant lot off Pheasant Way, Wetlands File SE3-3220. The plan, which was originally drawn in 1997, shows a septic system which is approximately 50 feet from the edge of wetlands. Your current regulations, Part VIII Section 1.00 effective June 13, 2003, required that all septic systems be located not less than 100 feet from a bordering vegetated wetlands. This application clearly does not comply and I am writing to request that you review this application before any permits are issued to construct a septic system at this time. Ve7 truly yours, JRA/bt c.c. Barnstable Conservation Commission Barnstable Building Commissioner Hamlyn Consulting 08/28/2003 16:29 5084283115 SULLIVAN ENG INC PAGE 01 Sullivan Engineering Inc. 7 Parker Road,Box 659,0sterville MA.02M 5M 428-33" a-mail:Rmd1V@aCiAoLcm to50"2&3115 August 28, 2003 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Onsite Sewage Disposal Regulations: Section 1.00 The 100-Foot Setback Regulation Dear Board of Health Regarding the above referenced regulation could you please provide clarification on the definition for coastal bank. The Board traditionally defined coastal bank as a bank subject to tidal action-Tro—wie-M in the latest form of the 100-foot regulation(revised May 27,2003)there is now a reference to Title 5. The latest revision to Title 5 uses the 310CMR10 definition of coastal bank, which is rather broad based. Additionally the local Conservation Commission has their own definition of coastal bank,which is also different from 310CMR10. So if you could provide some direction it will be appreciated. Thank you in advance for your efforts. V truly yours, Peter Sullivan P.E. Sullivan Engineering Inc. C� D Members of The Amerkan society of Civil Saginem and no Boston society of cwd Engiomrs Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8U-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufrnan,MSPH Wayne Miller,M.D. February 27, 2003 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE� Coasfa� Ban.,�®ef�€ruifion �,xq �� ,V5 max: Dear Mr. Sullivan, Thank you for your letter dated August 28, 2003 requesting clarification of the definition of coastal bank. The Board discussed your question, reviewed the Conservation Commission definition of coastal bank, and reviewed 310 CMR 10.00. During the public meeting held on February 17, 2004, the Board members voted unanimously to utilize the State's definition of "bank (coastal)" listed under 310 CMR 15.002 of the State Environmental Code, Title 5. Please refer to that definition when designing onsite sewage disposal systems in the future. Sinc Fly you , ayn Miller, M.D. Chair an Cc: Robert Gatewood David Stanton,R.S. Donna Miorandi, R.S. Donald Desmarias, R.S. Lynn Hamblyn SullivanCoastalBank k HE STABLE, i 9°1SdSTABLE, i MAM 9 c Y 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 BARNSTABLE CONSERVATION COMMISSION COASTAL BANK DEFINITION & DELINEATION POLICY UNDER ARTICLE 27 OF THE TOWN OF BARNSTABLE ORDINANCES Definition Coastal bank is defined in Article 27 as a seaward face or elevated landform, other than a coastal dune, which resides at the landward side of a coastal beach, land subject to tidal action, or other coastal wetland. A coastal bank must have a slope greater than 18% (compare figures 1. &. 3. ) . A coastal bank may serve as a vertical buffer to floodwater, or as a sediment source. Analysis The Article 27 coastal bank policy loosely parallels DEP's bank policy (92-1) , but important differences exist. 00 Zoo k 6 In contrast with DEP ,, 2 ' ° C' 0 * To be regulated, a coastal bank must have a slope greater than 18%. The toes- bank is that point where the slope first exceeds` ;18$�The top of bank is that point where the slope di3k shes to 18% or less (figures 3. & 4 . ) . Observe that the top of bank may occur below (figure 4. ) or above (figure 3. ) the FEMA 100 year coastal floodplain. * A slope less than or equal to 18% is not a coastal bank under Article 27, although it may be under DEP policy (figure 1. ) . * Under DEP policy, a coastal bank may arise anywhere the FEMA 100 year coastal floodplain occurs, as long as the slope criteria are met. Thus, a DEP coastal bank may occur at a seemingly "interior" location, removed from the shoreline itself, but where the topography is low and the landscape prone to coastal flooding. Under Article 27, a regulatable coastal bank must necessarily reside adjacent to a tidal waterbody. Bnkpol3 In common with DEP * Multiple or tiered coastal banks may reside at' the same site (figure 5. ) . * A coastal bank may extend above the FEMA ,100 year coastal floodplain only when the toe of bank is located below the floodplain (figure 3. ) . That is, a bank originating beyond the FEMA 100 year coastal floodplain is presumed insignificant to storm damage prevention and flood control interests, and is not regulated (figure 2. ) . Methods Slopes of potential coastal banks shall be determined by employing one or more linear transects, depending on the bank's profile view: * Where the slope is relatively uniform (Figure 3. ) , the transect shall extend from the toe of bank to the FEMA 100 year coastal floodplain (or velocity zone, should no "A" zone be indicated) . The derived "run-up slope" must exceed 18% to qualify as regulatable. * Where the slope is variable (Figure 5. ) , the transects shall be fitted so that the steepest portions of the bank are analyzed. Employing a single transect that includes both steep and gently sloping portions of the bank would serve to "average" the run-up slope, and shall not be considered appropriate. The top of coastal bank may be determined by either sighting the first observable break in the >18% slope, or by using the transect method to quantify the point at which the slope diminishes to 18% or less. Observe that as this policy and methodology are independent of their DEP counterparts, different "local" and "state" banks may exist at the same site. Slopes which are clearly <18% shall require no demonstration that they are not regulatable. Where slopes are clearly >18%, a regulated coastal bank may simply be conceded by the applicant without detailed analysis. Otherwise, slopes for Notice of Intent filings shall typically be determined from field survey spot elevations. Transect location(s) shall be shown in plan view, with spot elevations and run-up slope indicated. As a rule, deriving slopes through interpolated contours shall not be an acceptable method. 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Article Addressed to: '��,, If Ypter delivery address`b�el'_w: ❑ No A � ( 3. Servic pe Orcertifie iU ss Mail Ll Registered ❑Return Receipt for Merchandise ` Vl-\YV ❑Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes 2. 7003 1010 0002 7353 8156 , i PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • I I I HAMLYN CONSULTING 690 Thousand Oaks Drive Brewster, MA 02631 I I I I I I I the "averaging" of a slope by the selection of too long a ' transect length. The Conservation Commission shall, however, reserve the right to find the appropriateness of an applicant's particular delineation method on a site by site basis. Moreover, where the application of this policy would describe a regulatable bank which is truly insignificant in scope, the Conservation Commission and/or its staff shall . reserve the right to decline any jurisdiction over it. Approved by the Conservation Commission: March 22, 1994 ru N 1 9'-0" V- 1 O 1 /4" B'-O" 'l'-O" 4'-4" 4'-4" 4'-4" V-O" 2'-9" +4 Q m Z tL NO NO � 0 � � � ,� v I �: Q ' N 1 � S d -� d � < 5 � 0 O N O N ® N ® N d N B % B N I " • ^ II I VV V \ `` G I - d y 0 d 0 0 d 0 d 0 0 d _ d 0 I OIL < 4 ` '� - d d � n� � , I ---- ---^-------------------- ------------------------ -------- ^ { � .• ,, ,,�,' J r' IYM :.a.•a 1 t + r I \ i' I +.v.bl;"' . . . .y, ,r.r;� �JFtirv('�yr .n�,, ,•�r71.�,ry „�r I Thsrmatru� PG 18 ` I'. \1 I r.o. %'- 2 I /2" x lo'- 1 O' .�- ,,p, � x r: '• '� F�; �' - ' V r I•...h rw * Fp.MILY/ A • , 'a. - .. _ — ( random wicl -h Pine floorin,� ) — I N S• r� = I ow I • C4 IN Anderseny A 4 I I x&T• Potneliny ("V" groove this wall only ) Andersenm&,W 2 4 5 I I p V s IL Q ----- ' ' Z n - � 4 x 4 to solid b.tarin9 I O � _ I ----------------------------------------------------- -- *----- ----- V iv I I —�� I _ And�raen� A 4 I Andertien 6W 2 4 5 r. r.o. 4'-O r.o. 4'-O I /2"x 2'-O '�/b" 9/0 I I --------------------------- I I ' I Th�rmatrU�' FG I_B_ � \ vi 1 0-- '` • Q 0 0— v . +; V) r c linsn W/D x Walk +n l °� Gloset E ° 0 4 •� 3 j w/car et ° ! random wid�'h Pinefloorino� ) .IO n P B" ile Anders.a.n y AN 4 5 I_ r- ,4 —•i r.o. 4'-O I /2" x I -9 I � the floor e I II E � rn I o • ......... 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I N m - - K I � I l a 'l 0 •4� � 6 ° 00 o Ln � 1 0 -isers 6 1 /4" 9 Treads C 8 ?/8" i I AN ° - ---- ----- -----i I tD - - - --- -- - —----— C N3 x m I � y 0 i I � o ° N O v L QU Q M4.3 0 N L L (0 U V Q V pA- c ion o = � o � o � z a o Q~ o Q p W d d 01 m DRAWING TYPE: Finished f�:)asemen-� Flan f lo' I 'J/4" fo'-lo 1 1:2 '> 2'- 2 7/8" 7' 4 7 8" ep2' 4" SHEET NUMBER: O N o � L � N U -3 `1, N L Ci c U oO c� v O o 'V mOtc� vv� U VP J) o n � ITS L - 13 L " � LOs�iO �, p.. 4' 4" 4'-4" 4'-4" 'l'-O" 2' 9" 8'-O" �o' I 'l' 2" ca � - � Q rn O y c � LQ I= � a� n� wOi- 30 QS) Aa 8 O" r UOc � a� c � . d b 6 4 -�y Q� � 9 � � � �� L E � 6 I : c� S- 6'9 .a'O3pC�iO d ? � _> _� _},� �I� s si o tpL 13 It X Ip � Q dp dQ 14 � p � Q m % ' L d � dI� d � do I II � - - _- - -_ -_ t----�---- ———————— ----- —————— --_- i - I I C --- -- -_-_ — — _ _-_- --- - 7 2 f /2" x !o'- f O' -a _ 0 S _ e� ---- > - - -_- - - - i random widkh ine floorin ) ---- — I -- --- - --- -- ---- 0 # rw,/ I I o°°b i i I I _ A nder-.enm ,6.4_I a r.o. 4'-0 1 /2" x 2'-O 5/8" x& T-. < G f anelin,� -, i ..V.. 9rOOJe {'I'is wAll Only ) i I � I I ^ndersen® li 2 4 5 w r.o. 4'-0 I /2" x 4'-5 '�/b" 0 TG "A' T-�I' t�Er�� I �,e, I �,__O. -- 4 x 4 +-o solid bearino) 0 ,0 I 0 v -- - I Andersenv A 1 — — a - N (� fi.ndersen� Gw 2 4r.o. 4'-0 1 /2" x 2'-0 5/8" 4'-5 'V le, l IL I - - --- ----- ---- ------- - ---- - - - --__-- - - - ---- -1-- -a— I I __ � I I _ T-hermAkrum FG 18 � cV x 60, 1 O, - O O v I C + N c zc � I - ---- -_ - ------- -----__ ----- ------ - - --- lu linen linen w/tom J' � a plt�It�L� I c � s V - i walk in i I �} a Glose� ' I 3 � wid•t'h Pine floorinn� ; i _ _ (a o • I s w/ e,ArPek 3 v d ;` \ Andersenm >A 4 ------- ----- I c ' I I 0 0 a - � Q r.o. 4'-O 1 /2" x t '-9 f7N L � Tile floor ; � � 3 � � � # `� E s ff I ;Tq4444+ ILL 0. r. -- — - - -------- ----- ------- --- ---- � x � L----------�------- - - --- - -- --- - + ---- - -- - m O I I I � I LZ 6` I s � Lc .� 3 0 Q LL m � .� L o� �• � 0 lL x hQ X x X fix x i x 'zp ac N } ® ® N e N ® \ ( 4 ( tie }" F �'. L_ivino� �aPGe s� a Q o Lil m o4 an d ;x s N r- L I y,� � � C d � d � dlo dlo o L L L ` DRAWING TYPE: I F'Irs+ Floor Plan I 9 1l1 4" �'-9" Gd--7 2l0'-8 1 /2" I 2'- I 'l/4" — -- — _—_,�.-- - ----- - � -- ---— -- ---� SHEET NUMBER A !2 0 N � r N i 0 L -J 0 0 CL , -3E Cj UIW env LOsO � 01J -LT 11111! IT W 3 s Q O J -- ------- ----. - `�" 0 it�I ii►� _ __�__1~__. _. 01 I i � II 1 I lei l I lii i I l i lilt r � A_ I I 0 C s — - - -----------------------------------------7 I I -- _- _ ASoo �► ►, �) Asoo , �� Gal e: ( / 4 - t - O F= 0 v OL A `y ry N C tYl � cm _ / f .N E C 0• ski Ill [lilt Mir 1111MA, - _ ' Mill Jluh + i I I II - I 1 I I I EE I y -JI fl J � � Q) - - - _ — - - � oK3iLc03 I I I a I I I I I u � Ops3o ,� 0 c I 0 1 pa,� o Q EO I I IQjt m s Q rnC7 �,� cs L----------------------------- -- — -- DRAWING TYPE: A��oo 'Ale t / 4 „ Eleva l-�ons ASoo I / 4 " = t ►- C%i SHEET NUMBER: A � O' O