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HomeMy WebLinkAbout0075 FLUME AVENUE - Health 75 Flume Avenue 061 -010.013 Marstons Mills Town of Barnstable P# 1 I �y�' � Department of Regulatory Services Public Health Division Date lff)�5 200 M 00, am Street,Hyannis MA 02601 , Date Scheduled Time--�� Fee Pd.1® Soil Suitability Assessment for Sewage Disposal A�JPerformed'By: V"6 ��i y Witnessed By: .� LOCATION&GENERAL INFORMATION / Location Address -7(5 Owner's Name 4:�; // Y Address Assessor's Map/Parcel /_ �Q/ lQ•�1�' Engineer's Name �(�-� NEW CONSTRUCTION lam! REPAIR Telephone# Land Use _ L Slopes(gb) Surface Stones Distances from: Open Water Body \ ft Possible Wet Area eft Drinking Water Well A4—ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) V9 - -- 4A Parent material(geologic) � Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DF MINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Obse ed 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 A .Groundwater bevel PERCOLATION TEST We 1� 1 Tune Obsery Hole#ation /Iqv t• -Z,/ Time at 9" Depth of Perc ( —SL L_ Time at 6" Start Pre-soak Time @ / lime(9"-6") End Pre-soak -- -51 - , Rate MinJlnch Site Suitability Assessment: Site Passed SiteFailed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTICIPERCFORM.DOC i DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. IQmistency.%Gjavel) � -- G � ►SILL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi en % /p 144 G1 of f DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i to Gravel) , i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. onsi to 1 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No-4Z-1*`Yes , Within 100 year flood boundary No�es , �• I Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of n turally occurring p ous material? Certification I certify that on O M (date)I have passed the soil evaluator examination approved by the Department of Envir me tal Protection and that the above analysis was perf by me consistent with . the required training, xperti e e ience described in 310 CMR 15.017. Signature A Date QASEPnC'%PERCPORM.DOC Town of Barnstable P tl Department of Regulatory Services V ! 1 Public Health Division Date 27-i-Street Hyannis MA 02601 - Date Scheduled Time Fee Pd. dQ . Soil Suitability A /ejS mment for Sewage D'posal Performed By. Witnessed 3, LOCATION&GENERAL INFORMATION Location Address 75 � Owner's Name -5 Address Assessor's Map/Parcel: 0611 Engineer's Name NEW CONSTRUCTION _ REPAIR Telephone# land Use Slopes M Surface Smnp !L�— Distances Rom Open Water Body R Possible Wet�Arena R Drinking Water Well A114_R Drainage Way 14AR Property Line R Other R SKETCH:(Street name,dimensions of lot exact locations of test holes 9.pare tests,locate wetlands 1'n proximity to holes) r �56 � Parent material(geologic) 1/�I(2 l/ `� Depth to Bedrock O Depth to Oroundwater.Standing Water in HoleHolc�Weeping Rom Pit Face - Estimated Seasonal High Omundwater - - D T ATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Obs ed standing in obs.hole: In. Depth to soil mottles:�In. Depth to weeping from side ofobs.hole: in, Omundwoter Ad)uament—R. - - IndexWell# Reading Date: index Well level Adj.factor AlGroundwater Level". PERCOLATION TEST . Date I4 i rime Observation �z/ Hole# I Time at 9" Depth of Perc Time at 6" Start Presoak Time® �.. Timc(9"•6") End Presoak Rate Minllnch Site Suitability Assessment: Site Aused-1Z Site Falied: Additional Testing Needed(YIN) Original:Public Health Division Observation Hole Data To Be Completed on Back-----_A_ ***If percolation test is to be conducted within 100'of Welland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCPORM.DOC _ I Town of Barnstable Regulatory Services KAM ��1g Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 42601. Office:508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: - -0 Sewage Permit# �SO Assessor's Map\Parcel Designer: Installer: / G Ala v— Address: Address: k On / �� � � � was issued a permit to install a (date) (installer) septic system at 7 S_ l e"1,4 X ye- based on a design drawn by i (address) /uLL%VVV.tu 7L6 k�-L. dated 7 (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. I certify that the.septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local lations. Pl revision or certified as-built by designer to follow. IA- (Installer's Signa e) SULLIVAN ito. 29733 Q IsT � ' tf�At E (Designer's Signature) (Affix Designer'S'3 p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUII.T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc I TOWN OF BARN STABLE LOCATION AR SEWAGE #c�UQo'-0'7 VILLAGE u(' 40 r M 14 ASSESSOR'S MAP & LOT 041-0/6-013 INSTALLER'S NAME&PHONE NO. �!�I GO.vi7�.ac 2 C �9- S- SEPTIC TANK CAPACITY /SD04A44n.✓S �SF3 LEACHING FACILITY: (type) C��.4G. ���y/w2t(,S (size) _ /2WX2SLlc 2�f��, NO.OF BEDROOMS t BUILDER OR OWNER /L PERMITDATE: 12- 9—V? COMPLIANCE DATE: a2S D Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 ching facility) Feet Furnished by ti F Zo.� Z 3 r5�(p � 2 a•1� 31 g, �LL CO�y�pn�ENTs }�tA'VC. !�S� R-S P U No. 5_0 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpfication for Misposal *pstem Construction permit Application for a Permit to Construct�_<Repair( ) Upgrade( ) Abandon( ) [l]'Complete System ❑Individual Components Location Address or Lot No. 75 FlJine. Ave, er's a Address,and, l No, Assessor'sMap/Parcel -p `7 9 �.e\� Ak oizo Installer's Name,Address,and Tel.No. Des �i►nan Name,Address,and Tel.No. (Q a er Type of Building: Dwelling No.of Bedrooms Lot Size y 3.56d (efEtgy.ft. Garbage Grinder(Ud) + Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-50 &rof d Design flow provided 53 0 gpd Plan Date Z Numheets Revision e tston Date Title � kn 1�Caege -X-m,Pr'lie " Size of Septic Tank q?,A n Type of S.A.S. (LxL5 Fie1C/\ Description of Soil ' -� �1 1b.5 6`0' 8 LAAE& cl-7° A ?A UA&I5Mj4''S 7-37" c2- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afor es ibed on-site sewage disposal system in accordance with the provisions of Title 5 o e Enviro 1 Code and not ce the syste in operation until a Certificate of Compliance has been issued by this Board of a ]tl ; er Date Application Approved by f S Date 1-2 7 Application Disapproved by Date for the following reasons Permit No. _2e+;Z �(,1-f Date Issued ------ ---------- -------------------------- -- - - - - - - - - - - - - - -- h�� - No. 5-0 7 Fee, e.THE COMMONWEALTH OF MA Entered in computer:SACHUSETTS Y✓ es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2PPlication fori ]Disposal 6pottut Construction 3permit Application for a Permit to Construct(--<Repair Upgrade Abandon 21-Complete System Ej Individual Components Location Address or Lot No. 75 Fli(ne- Ave Owner's Name,,Address,and Tel No jvlov:.6rv� ly%*5 P. -Z* rko(,. Oe Assessor's Map/Parcel 0GI-01 r) -0 Z.-3 1 �I rA1Z Mk 01101 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: 3 ('x4,-A) Dwelling No.of Bedrooms Lot Size `13;lod Garbage Grinder(AJ d) Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow(min.required) ),,,gpd Design flow provided 33 0 gpd Plan Date Og Number o_/f sheets Revision Date Title_51.� 'PAO. ?(-aet5e,j -\_Merajcvmn\,S Size of Septic Tank �� Type of S.A.S. Z-50d Description of Soil RL 165 0-11" 1) LA-fE& Lt--7' A LA-qt9___ i o`14_ZA 1j1A4-, SMfLN 733 &-jg 5J6 37—li4" (, LAv-j& Nature of Repairs or Alterations(Answer when applicable) Date last inspected: -Agreement: The undersigned agrees to ensure the construction and maintenance of the afore escribed on-.,site sewage disposal system in V; I Q�t to PI I - accordance with the provisions of Title 5 o t e Enviro ental Code and not.to-place the system in operation until a Certificate of Compliance has been issued by this Board of ealt -Signe Date �j/Z L/ �� .Application Approved by Date 12 Application Disapproved Date for the klowing reasons Permit No. 2cc),Z— �o Date Issued—) .2 — ------------------------------------------------------------------ ----------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliallre THIS IS TO CEPIFY,that the On-site Sewage Disposal system Constructed Repaired Upgraded an Abdoned b at Ti has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.-?o,)S-SW dated 1.2 616' Installer Designer #bedrooms Approved design flowgpd The issuance of this permitMshall not be construed as a guarantee that the system will+nctihn Qlesigned,/ Date_ffi,s—1 0 Inspector ------------------------------------------------------------------- ------------------------- No. �d -7 Fee-Ab �,o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstrm Construction Permit Permission is hereby granted to Construct(�) Repair( ) Upgrade Abandon System located at TS AJ4?—, , Plbi-LSwwj, ywi( and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit1 Date cy Approved by ', I Idk< 1 2:94 i' 1-'Uo 1 e 4a2:3 i PROTECTIVE COVENANTS, RESTRICTIONS, RIGHTS AND RESERVATIONS .GOVERNING "HERRING RUN AT INDIAN LAKES" AN OPEN SPACE DEVELOPMENT IN BARNSTABLE, MASSACHUSETTS T`- WHEREAS, BRIAN T. DACEY, TRUSTEE of INDIAN LAKES DEVELOPMENT TRUST u/d/t July 12, lyR4 which trczet is recorded at Book Y274 Page 294 (hereinafter referred to as the "Grantor") and BRIAN T. DACEY, TRUSTEE of HERRING RUN AT INDIAN LAKES HOMEOWNERS ASSOCIATION TRUST u/d/t Novejnher 14, 1997 whiceh trust is referded at Book Page 137 (hereinafter referred to as the "Trustee") are the owners in fee of land located in Marstons Mills, Massachusetts all as shown on Plans entitled: "Subdivision #762 "DEFINITIVE PLAN" Open Space Subdivision Herring Run At Indian Lakes in (Marstons Mills) 2 Barnstable, Mass. , For Indian Lakes Development Trust & Frances R. Pittendreigh. Trustee, Scale 1" :.= 601 , Date: July 30,. 1997, Baxter & Nye Inc. -Registered Land Surveyors Civil Engineers, 0sterville, Mass. " which plan is. recorded in Plan Book 537, Page 61; and O. "Subdivision #762 Modification Of An Open Space Subdivision Herring Run- At Indian- bakes in (Na—stony millsy Fr' Indian Lakes Development Trust & Frances R. Pittendreigh Trustee, Scale 1" = 60' , March 12, 1998 Rev. April 7, 1.998, Baxter & Nye Inc;, E12 .Main Street., Ostervill.:e., Mass. 02655 (502) 42.0-9131" which plan is recorded in Plan Book 541, Page 73; and WHEREAS, it is the intention of the .Grantor to create an area designated on said plans above noted in Barnstable '(Marstons Mills) as aforesaid as a desirable Open Space residential community in a . natural wooded setting for the lots in the subdivision.; to encourage the erection of attractive homes properly designed; to secure proper and pleasing site development and to assure the high quality of .community appearance; 1. NOW THEREFORE,,. to protect and preserve the natural beauty and scenic view and to create a desirable residential community and to appreciate and value all . lats -an said plans for the mutual enjoyment anti. privacy .of all those presently .owned and ; Lc conveyed to the future lot owners, Brian T. Dacey, Trustee of INDIAN LAKES DEVELOPMENT TRUST u/d/t July 11, 1994 does voluntarily impose the following restrictions, conditions, reservations and rights to be applicable to all building lots (the "Lots") as shown on said plans, which said restrictions, conditions, reservations and rights shall run with the land and be binding on all parties having or . hereafter having any right,' title or interest in said premises. i i I UK 1 t'- �' F'GC?22 rF�237 utilities, including without limiting and generality of the foregoing, sewer, water, electric, telephone and cable television lines and related equipment, in, over, upon or under the streets and ways and strips of land ten feet in width adjoining said ways as shown on said plan or as said ways may be relocated. Reserving, however, to the grantor the title to all public utilities on said premises and private ways . 3. Brian T. Dacey, Trustee of INDIAN LAKES DEVELOPMENT TRUST, or his designated successor or assign, reserves the right to make such cuts and .fills as may be necessary to grade the roads or rights of way in front of land and adjoining any lot in accordance with such grades. as may he established from time to time, and also the right to grade in, cut or fill on' any lot, so far as may be reasonably necessary, for the support and maintenance of said established road grades, provided that due care and diligence be exercised to avoid injury to the terrain, trees or improvements on any lot except to such extent as may be absolutely necessary. For such changes, no liability shall be incurred by Brian - T. Dacey, Trustee of INDIAN LAKES DEVELOPMENT TRUST, or his designated successor or assign, and no claim for compensation shall arise in .connection therewith. 4 . Brian T. Dacey, Trustee .of INDIAN LAKES DEVELOPMENT TRUST, or his designated successor or assign, reserves the right, without compensation to any lot owner, at any time, or from time to time, to dedicate to the public use, as public roads or highways, or to convey to the Town of Barnstable, the fee simple of any part of or all of the private roads at HERRING RUN AT INDIAN FAKES. SECTION FOUR DEDICATION OF EASEMENT TO PRIVATE ROADS 1. Brian T. Dacey, Trustee of INDIAN LAKES DEVELOPMENT TRUST, subject to the rights, reservations, terms and conditions set forth above hereby dedicates the portion of F"1_ume Avenue shown on the plans at Plan Book 537, Page 61 and. Plan Book 541, Page 73 to any future lot owner, their successors, assigns, invitees and guests, for use as private road ways to be shared in common with all other lot owners for all purposes for which roadways are commonly used in the Town of Barnstable but. reserving to the Grantor the right to use said ways for all of such purposes as well as the right to grant to others the use of said ways and to relocate said ways, provided said relocation does not encroach on said lot or prevent the owner of said lot from reaching a public way. Said reservation in favor of the Grantor, includes the right to locate ways within the open space shown on said plan subject to Planning Board 6 4823 r approval in order to connect said ways to adjoining lend, if any, which the grantor may now own or hereafter acquire. 2 . By acceptance of a deed to any of the lots shown on the aforementioned plans recorded in Plan Book 537, Page 61 and Plan Book 541, Page 73, the lot owner himself, herself, themselves, their heirs, executors, administrators, successors and assigns, agrees to the dedication of Easement in the private roadways of the Herring Run At Indian Lakes Subdivision subject to the rights, reservations, terms and conditions set forth above. Executed as a sealed instrument this 7A day of June, 1999 . INDIAN LAKES DEV OPM ENT TRUST b an ace ustee HERRING RUN AT IN IAN LAKES HOMEOWNERS ASSOC TION TRUST rian T. y, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, as . June 1999 Then personally appeared the above-named Brian T. Dacey, Trustee of Indian Lake Development Trust and acknowledged the foregoing instrument to be their free act and deed, before me, 1Ktz47§ Public: John W. nney mmission expires: 1/ 8/2005 COMMONWEALTH .`OF MASSACHUSETTS Barnstable, as. June / 2 , 1999 Then personally appeared the above-named Brian T. Dacey, Trustee of Herring Run At Indian Lakes Homeowners Trust and acknowledged the foregoing instrument to be their ,free, act and deed., before me, of y Public: John W. Kenney Mylcommissioh expires: /28/2005 7 _. BARNSTABLE REGISTRY OF DEEDS Dot 17 2008 15: 26 John C. Stephenson, Esc . 508-778-0318 p.2 TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS FORM EA ENVIRONMENTAL ANALYSIS This form should be Completed for all sLbdivislions w:1i,h: 1. provide access to 10 or pore dwelling units; and/or 2. provide access to d or more acres of non-residentially zoned lend; and/or 3 . is a multi-family or non-residential subdivision with access to, or within 500 feet of Rcute 132, Route 28 or Route 6A; and/or 4 . if the Board dee:r.s it appropriate in light of special circumstances, based an recomn:erdaticns front the Planning Department end/or D.P.W. The applicant should request a determination from the Planning Board as to which sections should Be completed, preferably prior to the submission of the PrelirrIz ary plan. Plans should be designed, so as to mitigate impacts upon natural resources and infrastruc_ure. It is recommended that this form be submitted providing appropriate detail with the Preliminary Plan in order to avoid errors or extra co=itments whi.Yh may waste valuable time and resources. ^he com9leted form Shall be filed with the Definitive Plea, or a waiver obtained. See Section 3-2 df the Subdivision Rules and Regulations. Questions should be directed to the Depaxtnent of Planning and Develop=snt. A. PHYSICA:1 ENVIRONMENT 1. Provide a map of the subdivision showing soil and S'absoil types -using information obtained from test pits and ,ut.ilizing the system of soil classification in the United Statea' Department of Agriculture, Sail Conservation Service, Interim Soil Survey Report for Barnstable County. The location of all test pits shall be icdi.cated on the map. Soil logs shall be enclosed with. the map. See- Section 3- of the Subdivision Rules and Regulations Briefly describe the characteristics of the soils and aubsoils of the Eite: _�- -��r_�r's_ rrJ _?`�1'e'em r�Z�JAr..�.r7"_/�?D/�� Lei .Sv�s��v�r�.�l_r�n�r:�► Oct 17 2008 15. 26 John C. Stephenson, Esy. 508-778-0318 p.3 2. is the subdivision located in an area designated as a Critical habitat in the 1990 APCC publication ent;tled "Cape Cod Critical Habitats Atlas" published by the Association for- the Preservation of Cape Cod? 'ln=^ ^d� SN�K� «rc� !f. ne!' Cd'✓,615�"GY1�r ------- yes no t For subdivisions located in areas designated as Critical Habitats, on the, basis o¢ a recommendation from, the Conservation ?Jap�rtment, the Planning Board may require that the applicant provide an inventory and map of gpecies- 3. For multi-family, cluster and nositesidentnq~the subdivisions, provide a map of the approximate location of major trees or rnsstantc'�ee clusters with a caliper in excess aF ten inches. trees should be delineated by a line. Indicate types of trees found. 4 . rc��ride a map showing any buildings listed on the national., state or local register, as more than 50 'year:a c1u and ,®ligible for listing on the local historic register. Show sons walls and any historic or prehistoric site, information may be obtained from the ,Historic Commission. B. RESIDENT:AL SUBDIVIS?ON,S z Dwelling ur..its And population at !U11 buildcsb: -,„-20 Total n"=ber of dwelling units .. Dumber of dwelling units available to _-_ lcw and moderate ircama fami:.ies T',e total purlba- of bedroo:ts planned, it --- _------- known ------ Total. populat.ion of the subdivision �BQ- e6 Fn Projected sewage generation based upon 110 gallons per day, per bedroom Aescrwbe the profile of the futuze residents as follows: } size•. _- ----.__m Famil Age range: -------------------- proportion of the dwelling unite expected to be pu chaaed by second home buyers: Dot 17 2008 15; 26 John G. Stephenson, Esq. 508-778-0318 p.4 PP ti • ,� // , ¢ FAN Vi•� r+ I �' j V. — — ° ,/ • "'sty. .•;�"'w �;�„�;.•.,; '�: ,r'. f 4• y I n ,yak u�e�..•��w, y;'•,.; }.y": 9'1 •;o I�` � aw�•' � titcl I '',1 s� '��� io,e °�°'—•'°r. ,� uw layer=ttn e..q.� i wa.'s's. • aQ ' Atlis BAX IER & NYE, iN�, 512 MAIN STREET MASS,, C2655 (50 428-9131 i f Oct 17 2008 15: 27 John C. Stephenson, Esq. 508-778-•0318 p.5 Minimum sales pzica for the dwellirgss %C c. NON-RESIDENTIAL. IAM MIXED USZ SUBDIViSIONs All information shall be projected for full buildeut. I. Total building square footage by use, - ----- ---_ sq, ft- -------------------------- - ------ sq. ft. ------------------ ------ --- ----------- - sq. ft. -------------- ------------ ------------ sq. ft. ----- __------------------ -- 2. Total number of employees: -------- --- 3. ------------- projected water usage in gallons per day rZojeoted solid waste in :one per year 5. -------------- projected sewage generation in gallo:zs per day (use Title 'V calculat{Cna) A. TRAFFIC GENERATION 1. Provide average sumrer daily and peak hour S'Z=Mer traf=ic counts for the fnllawing street segments se:vioing the subdiviSi.on as designated by the Planning Board: Street ay. surmer dai.ly peak hour surmer LOS* J -------------------- ------------ ------_ --_-- --- --a-___- *Highway Capacity !�anual ....__ ,.----___-..,, c '4 Oot 17 2008 15: 27 John C. Stephenson, Esq. 508-778-0318 0.6 For the entire aubdivision: f ----------` -- the average summer daily pear hour trip generation ------_-------- peak hour summer trip generation ±; Trip generation shall, be calculated according to the latest !+ 1-tern '1'rsnsportation Engineers handbook entitled 'Trip Generation". I! E. SOIL FROSI01: CONTROL AfEASURES Provide a map showing temporary drainage features in accordance with section 5-4. 5. Indicate at what point in the construction echadule these facilities will be installed and if temporary, when they w411 he removedr ` -_---__-m_--__------------------ _---- --____ -------- F. WATER QUA:,ITY 1,. Provide a map indicating the direction of flow on the groundwater .and surface water. Data should be taker from the latest reap showing the Zone 11 recharge areas for Existing and Proven Future Eater Supply Wells On file with the Town Clerk, unless the P1$tning Board requires that a site specific hydrogsclogi:al sucy be made of the site by a qualified hydrogaologist, A map indicating groundwater levels and the direction of groundwater flow shall bs developed from information, supplied from or,-site monitoring wells. 2. Annual Water Tab+e fluctuations with-,in the area of the subdivision determined by the formula contained in the United States Departnent of the Interior Geological Publication, "Estimating H4gheast Groundwater Levels for Construction and Land Use Planning - A Capin Coal,. Massachusetts, Exaarple ---- - __ feet per year J. Total area of lawn ------- ------------- SCIA ft. 4• Total- &nnyzal Nitrate-Nitrogen leading frost, the subdivision from: lb5 per year - septic s Yst.em ,s or ot her ther treatment facility) sewage Dot 17 2008 15: 27 John C. Stephenson, Esj. 508-778-0318 p.7 1�k LY C11 u it ;L kt- X • Olf"�0 j q--5 Am Sir L N-Al :-,NNW 'fill Q ;ry --dnt I........... .............. v I t113,l`lr--r Po x.d R4 Alf? v. SA tIi .W; Irl Rv f�k Oct 17 2008 15: 28 :John C. Stephenson, Esq. 508-778-0318 p.8 --1 7/--- Ilbs per year a lawn and garden fertilizers. Nitrate-Nitrogen loading shall be calculkted acoomding to the method approved by the Cape Cod Commission. S. Total annual phospiorous loading from the subdivision from: sewage --------- Ibs - lawn and garden fertilizers G. OPEN SPACE Provide a map showing any nearby trails or publicly or privately owned areas of protected open space as shcwn on the open space maps a,v'&:Uable in the C.cnservation Department. . D s 5TJ8EA,.q. ;I 4 ;r i i Oct 17 2008 15: 29 John C. Stephenson, Esq. 508-778-0318 p. 9 VC X/cw.5e- z:.r: ctr, ..� ?e.c)j-)La /Vt4w .a = 1/4 pe-vtale I I i I•iI ��c�. .� ScwG�� !i r�ba"" K S �bsl/uaKcsow�/,�,. = r C� rAc�� N YI VI A�YQC 6 f✓,1 l w9P li PIZ ate~, J �'r� �,'� I�( T.sJ / •� f 7/ /GL�% /y a s x 1 UUU 13 (V ed ' I i01r- ���'��fa�J � �2;G� �c � �3G•S' �� ) Lv,6id.jy� / 1 `�('� i �� � y"� � x •+ ;� �♦y alp � I1�-�xopCe � 366 li�:l I 4I I. I I I I 1 I I tl I I{ I I 1 I r i 1 I Oot 17 2008 15: 30 John C. Stephenson, Esq. 508-778-0318 p. 10 ,,� �;-• „l'+�I �'41„� ��!%rJ� ,1 `� ^:�I ralf�'I'!�` I� b7Nl�tb� ��+4•�, � CarSe�rd�;,: i r• � �•1 :;; f E..V-r.�.i ~ �\1 "t 5�/� ir'at���r9'� �a�.J '� �� III ,.mot ,.r;J;41I,l; I r(• r \1\} , �.,, �`�,�(.:{�� ��G ' I \ ll 1 r - .9V I�1 ,, �-- .31�/d'CGC'r.'�.�y"..;,,, 1�....A-p�•-S�-f¢;� J'v('"j make '• ' �' ` 'it r, `+�,.� �Z •/ I �� ., a 1 k� � \ + .I IA L"J'.+y�'-y�' I•^'",' fi�.Xi�3. �� ,1%N � � �" /rrve �.,_ �; r. ,'4r'•r' ' �;��"6 ... ...•., I lr.._..L. 7 }h ehry' .• .,' 4 Sr l '\; r. •+tit Hamblin P 1 F t L r 4"I'�`�L21 'r� + ti at � Ittt�` �'',+ y.S��.p..r •i._....,,Ag • p 9•;dus 01 t J! Muddy r; L '� s a jl t'O�pond "tr � Y r f ti �V�', l� °J �- � } ,ypa``raj i 'ry` a,•8 h�`ap a Y•`��� •',` `i 7 ANI'N. �% n��r.•w* Cal >J� ` ) .:I` 0- J.. �a%' ,�/l(H,\'f l of I ;�DL r. I •a a (';�' a ",SJ,/ Yk'p 7� f f1 Jam' 1 j•.•�•` 1 • r�reo�.. � �sn � •,., L G �.I o b P' •.Y; � 1� t .'«..��.�� 'I i —14 Oin ° r�,���:�1\.'� i �,i2y.�taP + '`'� It1 ?•���, \ 'tr+ ��,�'�� L y^`�p.d V � tyef:f8� �+�J o /f�•v `Y..C°' 9 �+�� v (? �� , 4. / 1 �� "'ti,,. 8 •"dr"� • 'ott I r" r�\ *(l(\\\���`' ��o�� °�°9 .G•4��1(� ,' .? �� .a, :r... �;,'I-.na ,,.� a. __..1 U, S. G. So QUADRANGLE BAX-'ER & NYE, INC. 812 MiAIN S7REE r OS'I"ERVILE, MASS., 02655 (5C8)-425--51-31 i Oct 17 2008 15: 30 Join C. "Stephenson, Esq. 508-778-0318 p. 11 m t.. .-Ft r' ror .I t 'rrr .•r, i.ft' ;,' +, n d,� CA {:n!) { ^� It POlt'C CGH 't�; N18� �` ? �[r�I, �r,I���i,�. ., `•.�! e S" Fw >�r�l 1 L'�/ E r+A� .I 4�((��1'i14AS(S.1 C r ���vyi!�,�rr/'' �f�Q�l--��.� •r. y '�',�. • mil. � Pf• r lt.! r��t'./ J �Y1 ' �'{, 7�,: ,pr.�•I,'i t M e13 ) I`� `�'�,w L �i' 'F r� yna,"� t^��, �tla•.f��, ' f�yO kf ant. .C,,..,,,,I r . .!1 s -i �-'+ T •'�4 L.i rFO vC '' 'r ♦}k r, '1 cfi 'M yC r' tS: p"'�YEotM®a'.zrt � • , ` "�G n { the 1 „• Q� y¢ 'a 'T� M� ! rs��`�i.7�`� .:P•. U, '��.ti,�`" '!'• y B.. �.�` 1��� ��P8��,� .� }}y Cte r` Jrietll[Ip, Fm" C►7 r Ft COa M1�CB' lM I y a VVV Mea` 5 � �1`Y' r Ud Fl,! �•`'A, "I'•. ,vr. t1C ,n �;,fre8 `�i,nq �� �•,f yr� �''i�•c�� \. .K_� U'a�Y eA, t rear' �rF'� i r ur I • >3'�9 ''b� ,y 9' m '� 'NeA o 6aB '��� ,�}y.ryt �'J U �lm 14 i ,f'•'/,� .1. 1 { P •U r 1 aNI i ` qC 1 �Ea3..',' +\ E r: fir' G� ' J, 'h4 ✓ •,t 1, I, �• .,,'.,:,d;,�,. ' • - '°:. MGM�F, ,�_ , m,� ,y � ,,,, r"�. .t,,; ,,jj�� �' '� ,� •�+ ',I`; .I Ord ;, , ''+y ';, f�, *� j Ft ,�� a• 1"•iul ��. j 3 r �: .td.� ` l C C• ., �:'r•.�tr`� ';�, r,'9I' CdZ'�� • Ft i'F,,,,. •'L':;fi�r• r ,_ if �p Ft .;�,ri� �r .� 'N' i. .}� .�M1.�,�.1' .,-K''�,' 'k• � �r�.t`{fir '• •g rl � �'"f"l��! '+• r Sol L.5 MAP I BA,XTER & NYE, INC. 812 MAIN .STREET QSTERA LLE, ;MAM, 02,555 r50s;--4,28 91 3". Oct 17 2008 15: 32 John C. Stephenson, Esq. 5OB-'778-0318 p. 12 r Carver Series Me-sic, Uncoated Tyo/c Ouartzipsar►mm5nts 01-3 to 2 Inches; loose, undecomposed pane reedles, The Carver series consists of very deep, excessively leaves, and twigs. drained soils on outwash plains, on moraines, and in 00 —2 Inches to 0; dark raddish brown (SYR 2t2), areas of glacial iaice deposits. These soils iormed in matted, partly decomposed and well decomposed sandy glaclofiuvial and giacielacustrine sediments, organio r*taterla'. 5;opes range from 0 to 35 percent.. E—C to 7 inches; brown (1OYR 5ta) coarsa sand; siglii Ca,n,er soils are similar to Deerfield, Eastchop, grain; loess; few.fine and medium roots; very Hooksan, and Plymouth soils and are commonly strongly acid; abrupt wavy boundary, adjacent to Barnstable, Belgrade, Berryland, Enfield, Bwt-7 to 17 inches;strong brown (7.5YR &5) coarse Freetown, Hinckley, H nesburg, Merrimac, Pipestone, sand that has brown (1CYR 5t3) and dark brown and Swansea soils. Unlike Carver soils, Belgrade, (7.5YA 4,`4) blotches !n the upper part; massive; Boxford, ueerfield, and Pipestone soils are mottled in very friable;few fine and medium roots; strongly :he subsoil, Carver sells have a lower content of gravel. avid; gradual wavy boundary, and cobbles in the subsoil and aubstratum than Bw2-17 to 26 Inches;yellowish brown ("OYA 516) Hinckley and Plymouth soils. They have more sand and coarse sand; massive:very friable; few fine and less silt and clay in the substratum than Hinesburg soils: medium roots; about 2 percent gravel; strongly acid and have more coarse and very coarse sand In the gradual wavy Youndary. solurr than Eastchop soils. They have brighter colors in 80-26 to 40 inches; brownish yellow (IOYR 6/6) the suosoli than Hooksan sol:s and have a higher coarse sand; single grain; loose;few fine and conte^t of coarse sand and a lower content of slit in the medium roots; about 2 percent gravel; strongly acid; surface feyer and subsoil than Barnstable, Enfield, and gradual wavy boundary. Merrimac sails, Unlike Carver soils, Berryland and 0-40 to 65 inches; light yellowish brown (10YR 6/4) Mayo d soils are g!eyed in the solum. Carver soils coarse sand; single grain; loose; about 5 percent farmed in unconsolidated mineral material, whereas gravel; medium acid, Freetown and Swansea sois formed in organic material. Yypleai pedon of Carver coarse sand, 0 to 3 percent The thickness of the solum ranges from 18 to 40 slopes, in a wooded area,; 20 feet nort,7 of an unnamed inches. The content of rook fragments generaiiy is less dirt road, 3,250 feet east of Its intersection with Old than 10 peroant but ranges from 0 to 24 percent In King's Pighway. 1.2 miles south of the road leading to individual horizons, Generally, no stones Cr boulders Marconi Beach, in the town of Welifieat (fig, 18): are on the surface, but in places they cover as much as 3 percent of the surface. Lniess time has been applied, reaction Is extremely acid to strongiy acid,hroughout the profile.. The A horizon has hue of IOYR, value of 2 to 4, and chroma of 0 to 2. The E horizon has hue of 7.5YR or 1 DYA, value of 3 to 7, and chroma of 0 to 3. Both horizons are loamy sand, loamy coarse sand, sand, or Coarse sand, The E horizon has hue ,f 7,5YR or 1oYR, value of 4 to 6, and chrorna of 4 to 8. it Is loamy sand, loamy coarse sand, sand, or coarse sand to a depth of 10 inches and loamy coarse sand or coarse sand below that depth. The C horizon has hue of 7.5YR to 2.5Y, value Wf 5 to 8, and chroma of 3 to 6, It is dominantly coarse sand bat may nave thin strata of fine sand or fine gravel, 0 Town of Barnstable P# Department of Health,Safety,and Environmental Services �•r+E Pub It Divis' Date DG`j Zb, IaOrg Q� 367 ai Hy nis MA 2 I S tARNBTABIF. � 013 r� h Date Scheduled '( Lo _ a Time /Q� Fee Pd. (00 Soil Suitability Assessment for Sewage Disposal -= Performed By: w.,4 om , Re Witnessed By: ✓er!�y DO-1 ti.-t-y I�(3GATION&: E..ER AL INFORMATION .... . .. Location Address �T- q 4- Umb Owner's Name�a,,S1�� Address efvVZ.V)Li—ey Assessor's Map/Parcel: Engineer's Name RA_�TVrPL C' Ivy vy 14c— NEW CONSTRUCTION n REPAIR Telephone# A 70 ^q ST 13 ) Land Use Q51D1;M A-(..— Slopes(%) Surface Stones Distances from: Open Water Body ,r o It Possible Wet Area VOO ft Drinking Water Well -- ft J Drainage Way -0 b ft Property Line /V R Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) \ Q 0 Parent material(geologic)Gloc r?.l G u+wcs b Depth to Bedrock Depth to Groundwater: Standing Water in Hole:14 Weeping from Pit Face Estimated Seasonal High Groundwater &A— _..._............_......................................_................................._....__................................................................................................................. b T- E, �'IO . '( I >S ASO A .DIG I'V A'I' I Tr1 : > : MethodUsed:,::>:.................................................................................................................................................................................................. 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.-,--- A(lj.factor Adj.Groundwater Level_ . . .. I'ERC LA: It►N i ES .. .:. <::De e:. . :.: ::.:: :T, ............::::... . >: ..... O T T T...>: ....... rite......... Observation Hole# 2 Time at 9" Depth of Perc 60 Time at 6" Start Pre-soak Time Q I I'•3o Time(9"-6") End Pre-soak Coy/GP not �a/H!a%v/ �a<tl�iJrrfi�y A /S/► 7 Rate Min./inch Site Suitability Assessment: Site Passed tS Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-� Copy: Applicant DEEP OBSERVATION HOLE Ld; ' ::::>: Rolf ,. ...................................:. . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) G- 2 AP 4/4 — all- 36, -R 44 --- . "I I t-701 C� lYl°dowM Sanm/ /o y12. $�,4 -- T.ts Gne 76= 13Z" CZ Mwe/rom Saul /0 y2 7/4 .............................................. ........ .......................... ......................... ...................... . ....................... ... ... .::........................................................... .. DEEP.OBSERVATION L.........E...,.....LO:O..,......................... Hole#> . ..... . ....—. .... ............................................................. ................................. . Depth from I Soil Horizon I Soil Texture SoiI Color Soil Other° Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Sin i ncv" /o(iravel) Loa• + 1i-3 an cSand �6wa /o '/R L�G __..... ...... ..._ .....__.............................................................................................._..._......................................... ........... ......_....._ .... . DEEP OBSERVATIONt ROLE LO;G .::::. Raile Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) DEEP OBSERVATION HOLE LOG Hple# ..: Depth from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.°°Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes / Within 500 year boundary No/ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? C:S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 44,44-/ /fq (date)I have passed the soil evaluator examination approved by the _ Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017./ Signatuue L�'� .----- Date 1111a 'ide � d d OVERLAY DISTRICTS: RPOD - Resource Protection District 4 d r•.fly f r�nWiV)r''�% a � St oGroundwater n e`,`tran DistrictSEPTIC NOTES tI DESIGN DATA a J '� w a 2 FUM 3N1 m S I �:1tttE Estuarine Watershed District 1 Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours #spar M Avenue n u e /1 \ Single Family-3 Grind Bedrooms �zr yn r \ e \ l With NO Garbage Grinder Prior to Any Excavation For This Project the Contractor Shall Make FLOOD ZONE: r '�.�ry� So' Private Way / - / the Required Notification to Dig Safe(1-888-344-7233). zone C '`' Daily Flow=110 x 3=330 GPD Community Panel No. `�'' r. th 5 a' \ _ Septic Tank:330 GPD x 200%=660 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town y250001 0015C yu a r Agencies For Construction Defined b This Plan. August 19. 1985 0 - ( Use a 1500 Gallon Septic Tank , g y I ate % 3.The Water Line Shall be Constructed in Coordination With .;,, 141•25 COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 ZONE: tl„ �Ka LEACHING AREA ;► &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. RAreoO�En. 97 20 SF(RPOD) 1 \ 330 GPD/0.74=446 SF Required 4.Install Risers to Within 6"of Finished Grade(4 Required). wrathmrn)r-) Sidewall=2(12'+251)2'=148 SF 5.All Structures Buried Three Feet or More or Subject Bottom Area=(12'x 25')=300 SF 1 to Vehicular Traffic to be H-20 Loading.It is the Engineer's Sider 10, r , t0' 1 _ �_ . . _ . .I e RE � Jo'sE7BacK 448 SF Total Provided Recommendation that H-20 Always be Used. (By special Permit waiver) (TYP.) -. . •_2 p , B.M.6&5 - + Rear. 10' LOCUS MAP - �PRO. ASSUMED 1 6.Septic System to be Installed in Accordance With 310 CMR 15.00& scale: 1"=2,o0Ot' PERMirnNc oNLr ASSESSORS REF.: N N I ACTUAL B.M. TO BE ESTABUSHE0. LEACHING CHAMBER DESIGN 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable PROPERTY LINES BOUNDED,& Board of Health Regulations. O _ PRO PROPOSED DWELLING STAKED BY 6 Map 061 SEPTIC SURVEYOR PRIOR TO All Pipes to be Schedule 40. Use t 7.All Piping to be Sch 40 PVC. Parcel 010-OlJ TANK / CONSTRUC77ON P g IPR vs o O 10' I 2-500 Gal.Leaching Chambers in 8.Inlet Tees Shall Extend a Minimum of 10" 03 12'x 25'Washed Stone Fields as Shown i c ) �: Below the Flow Line. w I' bl� / 9.An Outlet Tee Shall Extend 14"Below the Flow Line,. SLAB o BB o \ / and Shall be Equiped With a Gas Battle. DOWELLING = POSED C F.F.EL 70 to , w I PERC TEST: 11,165 m � - •I Y \. �� PERFORMED BY:DAVID MASON �Fioieh Omde f WrTNESSED BY:DONALD DESMPRIAS.RS-TOWN OF BARNSTABLE 0;•��-..eU.�'LI I litF-,��liLk�::,il / NOVEMBER 18,2005 3'Mez .. 9•Min Compacted Fill TEST HOLE-1 TEST HOLE-2 Filwr I I I EL.63.5 EL.68.5 _ Fabric \ 6 r F. than OLAYER OLAYER 2. �`•'�%__, P®Store 3/4".1 Irz'" A LAYER 10 YR 2/1 • A LAYER 10 YR 2/1 3' I 1 E +-•ti'i•^ - Double waebd HLACK BLACK LEACHING I a.; au Same OT AREA 6 9'I \ T LOAMY SAND 7" LOAMY SAND 67.9 2 CHAMBER , 29.391 Si.ACTUAL B LAYER lOYR 5/6 t B LAYER IOYR 5/6 I 43.960 Sr.EiFECDV£PER .I / YELLOWISH BROWN YELLOWISH BROWN _w�;:•f..fir; ."-_. C::f ; OPEN SPACE REGS FOR ALLOWABLE FLOW RATES 7" SANDY LOAM 6.4, SANDY LOAM 64.0 \ i C LAYER 1 W 7/6 } C LAYER tOYR 7/6 4••10' \lt YELLOW YELLOW MED.SAND MED.SAND lT 37" PERC TEST 65.4 54' PERC TEST 64.0 1\ i 25 GALLONS IN<15 MIN. 25 GALLONS IN<15 MIN. CROSS SECTION OF CHAMBER PER I C RATE c 2 MAUIN _ 1 PERC RATE<2 MDVIN 56.5 INO GROUNDWATER ENCOUNTERED NOGROUNDWAMENCOUNrERM NOT TO SCALE I / F.F.EL.70.0 F.G.EL.68.5 vrm Ago u A - `• / I Sm Now 4(typ.) Cz f \ ou Install"toCoofmn • \ Prior m Ito cr X\ Ip* Install" 0 Ton EL.65.0 1500 Gallon v'Y Septic Tank D-Box ;r �® � Flow tdlizels •� � 1pf `�'�i-y 0 '-: Leaching -1 SZlil_I�ri� lit. As Requi a"uEx..s,._.vws"' EL'64. \ 110. 2973 t3 9 x - �.,,w Bot EL.62.0 1 i � a r. Badai ng,"T's,&Baffels if E.--t..d Rove&Replete �Isv � 10, as Per Tide 5 Act Unsuitable Sods Within Y of M. (See Notes 8&9) The Outer Pxi d.of7he System a 1(y Min.-Slab EL.53.5 - 1V oun Botmm TH-1 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM EL.42.5 App..Um- NOT TO SCALE Pu T.O.B.GtuumiwetuArep REVISED: Mirrored Proposed Layout DATE: 07 2 NOTES: PREPARED FOR: PREPARED BY. 7I7LE. Site Plan L) The property line information shown was Jane P. Shilth, Tr. Sullivan Engineering,Inc. Proposed Improvements compiled from available record information. c/o Judy d. Zradl PO Box 659 At Street o 2.) The topographic information was obtained 239 West Ostervllle . , MA 02655 T from Town of Barnstable C.I.S. - Pittsfield, AMA 01201 (5ae)42a-,ua4(508)428-3I19 f 75 Flume Avenue J.) The datum used Is NGVD '29, a fixed mean } Barnstable warstons MIIis) Mass. a5 sea level datum. Draft: JOD m 0 40 40 . -Review: PS DA December 8,2077SCALE: 2a TE• 1"=40' - Pro'eet 28019 - till � -a— ISO Z — - -I°vie'Paw:!e9�.,:•, 7S i This plan is for illustrative purposes only;it I , - has not been reviewed by a licensed Architect or Engineer.Lynn Hurd is not responsible for construction details. "11A I'--�' If Architect or Engineer Stamp is required, it O1°•'1•Z6•o;. °en��,lv,n8 is the res onsibili of the builder to obtain. '1'-1 P tY in- r'"1 IZ ti �Iz 1 ✓� �b°__ CfJ�r.2 X Lnnc.:--:.�. -.1—_ —�.� o�J --/ ,���!I/ i \ . r._,L 4P—ji - I - -- - i 1au14 W Leraf El o. - I ti - - I d� this plan is for illustrative purposes only;it Il I'3 ' has not been reviewed by a licensed Architect 77r,�11��•��_�I f;�� .' 171.y1 I".I i�y ' or Engineer.Lynn Hurd is not responsible for . - construction details. If Architect or Engineer Stamp is required, it °AEi �•o,S II lS•o8 is the responsibility of the builder to obtain. - z o�waea G,L,. �rL.• �IJ. ,rD. 2�4" a•L.. 31U' z,`r, �•__-'- \p',:. �5''£i• . tic- Ln\If^.-.vr':��_]yTJ U� i\:�:�� fWH 4�/ _ Fd•,.i'� [ n.JtJZ A -s`r,. "ZEV'T:.� :qrC--° 1n ce'L^'-8•T-I;• 1 I.r I - I-- - r rio r / ` _=_- -�1�_II_•L lil Yf tT '$— •Q e, q.:T_ .IL �u`-cr.,• _ � _ram,-�!I.�`r ru'�I./ --- ..::i' j� u'= - - -�4 Slln2.r».,a I-v."�"•r-' f - I II '� :-i A_:Igr f�� , IL d'(; % I r•< >1]r--. +rrLL _ � � � lJ•IDIST�.IL�..L. � —I , ` `J IJaL)J�^`r/Ir:Z 1/y('�—� I I �- 2 A..t. 14i.p.` rA7,E FD elc.•.,-.� - ... ^rne I i I i - 1• 7yG'+ use". . I PH • a DIL LU[n�7e�.-rb r:3 '2.Z'm10•: I�,�,I . 2�1" y:d �,lo" 2'•8 tea" =1-:i' -�•".4' �S g'o` �'4° 4'-0,. �•-c)� 4%D� ��(f° 11D'.• �,,�:, --�\'I''^.� �s.-_�:'r�::- ,•�u:a�c'i-�.' 2) — '.ZA=c�� - , This plan is for illustrative purposes only;it -rilli has not been reviewed by a licensed Architect or Engineer.Lynn Hurd is not responsible for I IIA".I _ construction details. If Architect or Engineer Stamp is required, it r is the responsibility of the builder to obtain.IL— "l LI°lm ew 10, 41 =_-�� ► I I I I -T Li 3 � ('( PLEA � :Q iul9�r=,re'_I. 7. T N d' I �I.r_% e.__ z" ). n.'•IL,.Tnar,C e I La_ Zh i I �L r1 �� � �' 'r¢n•_J hmo:D a'fn. I`.:°;'r--=r:r_:-� li L,/_ .0 R•�fa'� ' lb,crn.>:.. � O �- V .MnI.IU�r_IOULrJ ' -- - •,i�h;n��_ Ln���y"—s��'_J - 4 ',I;..L..:au,�_ �3', ''r• r.. � `'S N 'r,an r.r�✓y,�r;rrn• °ruc. .3. 4a'-o" do n-v::.r oe - r.tom.aly�r-.eL _li"!ram �m�">lo�.n_I_ .y o ..,•_, This plan is for illustrative purposes only;it . has not been reviewed by a licensed Architect -�1 -�I';e1 .;Ea ir.r"tl or Engineer.Lynn Hurd is not responsible for 'Pe°� �•L•.n.lr!f��✓�' _ construction details. """'-I.2i',•a9 e=II-18-o If Architect or Engineer Stamp is required, it ra'.'' is the responsibility of the builder to obtain. oy wr.. w Y 1—_ �/SIL IL 7 I 1 4o I I I ' o I n I I " GGGp I � I I I T ILA I•¢ . ...G U:nSI��u,-,tl IJnn�IdI.L!_ � A � - I � O - I il-I I � —�lff�,l',f FOE-.3'•�C�3-.v F Dom- _ � - _ r:4a4-0 -9'o,ll:vm- 1111II---•••+---'777III� p q.o_ u+:-a ' a 3 I - I� �{ '� �'I � , .- 2•F'Io'en:;lac-- W-0tY fax.L_� ins — — •-1 t � 1A CSTE. M1yn. . tJ I•>I zeds °/>I�.g-<r-.:�"rlu-;. - 7- r - 'Cvuc LL This plan is for illustrative purposes only;it has not been reviewed by a licensed Architect �_G •.�I>r1 /I��IFLlI:'"�r,l(or Engineer.Lynn Hurd is not responsible for construction details. - `°`°' If Architect or Engineer Stamp is required, it ""r,'76'Ob smR•Isob is the responsibility of the builder to obtain. 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If Architect or Engineer Stamp Is required,it ryF, - 1 - is the responsibility of the builder to obtain. . ___IC:-4I I-ill%1:�1 f�i'•I/ -}��[ll>.f7lc(1 , , .. r f a 4e 2 w /. �. -2L IJ o S --Q ` c l •a -- ----__.. �ly �.n'fl� •r�.,::;,1=�_. _..__._.__.. _.-_ -------- -- - ----_. -�. � -----�— t[,4y-ass• .sLe2..- ` � �� —lV --���� — r !' I I 2kla �eYrEr<.c v=n.r• - j cvr a:H•., �� z .2.4"1/.I/-rr-�•,rs 7 ''_,!r:..l �,t i a ^L � a ? ?>i•rrzr.�'J h,eu!D o•Fn I`�,:;�'f,.-r:c� 'gaff",m,.,•'4uoaLn.,m - 1�..11 a ,t 46 of a o !1+o^ Get�Tt�r-.v-e 7 ! .I:,f-.,• - _ ..t ' .ccrcr�o > �nrJ:`r�L-�Z •rn..� �.— t.� — ,a,` .epo-. ��t cen I a a:'_ .:I. h� �'' 1 •�k tr 9>pry 1 �pTn ' ".a,°r7 ,LI, 'en c 1�rr 7. This plan is for illustrative purposes only: `t . - a licensed Architect _ 2 wl`a.l ll�l l�l ( r'�.I t7•a�1 . has not been reviewed'bY -- --•-a ."o„�or, .. or Engineer.Lynn Hurd is not responsible for .�, +s!'"',I vfL•i.lrJ�l,ra construction details. """-1. i�-C8 II-16-a If Architect or Engineer Stamp is required.it t"�;r; - - responsibility of the builder to obtain. �1JI•"I 1,�:".l I_%ILI/.� >I-L is the resp ity o 1