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HomeMy WebLinkAbout0165 CROCKERS NECK ROAD - Health 165 Crocker Neck R-4- Cotuit A= 019 035 TOWN OFN NSTABLE LOCATION (.:I�® ezz SEWAGE # VII,LAG nh-zj�( . ASSESSOR'S MAP & LOA1 q �o INSTALLER'S NAME&PHONE NO. l C t L SEPTIC TANK CAPACITY . D 17 LEACHING FACILITY:'(type)U) 'L U I C�-� (size) NO.OF BEDROOMS 2 BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: lJo Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by MAINIo�5 . +� GIAP AG 4uCST • Ai m'55 2 -30,.. 3 -33` 8 ®q yr 4 ,qo `�q / TOWN OF BARNSTABLE� 26CATION ID S SEWAGE # �l • J "VILLAGE GB a% r ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 7-' NO. OF BEDROOMS nn BUILDER OR OWNER YC PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility .(If any wells exist . on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Z7 17 . e. rl No. C�4)' �-�3 Fee'''��Z TEntered in computer: HE COMMONWEALTH OF MASSACHUSETTS. . � Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTAB.LEa MASSACHUSETTS ZippYuat ou for Dfopoar Bermit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( )' L Cotnplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. b 5 C r oc 0,rs Wt c.,i� i�d , , C of,�_ f ez r Pevui b yy Assessor's Map/Parcel / I'5 ytr-a c.K"s o e-oc913s— �A . Installer's Name,Address,and lel.No. qg 9 Designer's Name,Address and Tel.No. 1?•T. Zevy 14LC G'�: S1�r t�-C ►d vl �� h1S# P0 ux (02� Z� + wn 0 Z160 Type of Building: C.Se t S Dwelling No.of Bedrooms 2 Lot Size s9.ft. Garbage Grinder( ) g Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2 gallons per day. Calculated daily flow . .1�1 T O gallons. Plan Date k\— S — 0­4 Number of sheets 1 Revision Date Title Size of Septic Tank i S Type of S.A.S. Description of Soil P`G:r 1 Nature of Repairs or Alterations(Answer when applicable) SLL 1 Date last inspected: Agreement: The undersigned agrees to ensure the con ction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title V the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by and of Health. Signed Date r D Application Approved by Date )1 13--0°7 Application Disapproved for We-following reasons Permit No. 2oo 2 3 Date Issued I —I7 7 J !1! r — `�' t�••ter"'��"+S o t.. �:Af _ a� _No. O 51.E s Fee s THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE;MASSACHUSETTS 2pplication for Mio-Pp6al *p.5tem Corigtruction Permit Application for a Permit to Construct( . Repair( )Upgrade( )Abandon( ) 13yomplete System O Individual Components ' Location Address or Lot No Owner's Name,Address and Tel.No. l� 165 CroCar CK Assessor's Map/Parcel Q I(a C JC r o C.K-ra C. Gl� Installer's Name,Address,and Tel No. S'O 15 , 1?3 1' $ 9 De si ner's Name,Address and Tel.No. 12-T. '3e v l l cc c C o n s�-Y c,� C#�o 9a.x ta._r N ye. P-n g t r\Lp.(_; rc i`1 OZ6 �/ N wr, Nl 0 ZtoOl Type of Building: Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( ) y Other' Type of,Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures r' `Design Flow 2 2- Q gallons per day. Calculated daily flow -gallons. Plan Date \\ — c1 — U­q Number of sheets 1 Revision Date Title & I C '--u 1�fLrY\ ► - ' Size of Septic Tank I S O Qot1 i o✓1 Type of S.A.S. PMTc ICDOLL60M�Y,�_\ _. Description of Soil 5 Nature of Repairs or Alterations(Answer when applicable) D t last inspected: Agreement: The undersigned agrees to ensure the cons c>Ytion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 dozid e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this, of Health. Signed G--- 0 Date V Application Approved by r Date l_ t w� Application Disapproved for t following reasons { Permit No. 200 71 Date Issued _ r_L: _ _— --- —__------:--.----- ---------- r_ 00r^ oc a,jo�Ai THE COMMONWEALTH OF MASSACHUSETTS S+rlC-ore i BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT , th t the On-sit Sewa s 1 e Dis o ystem Constructed ( )Repaired( Upgraded( ) Abandoned( )by at /1 ,c C ty c�kri oy", if f—t- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction,Permit No. , 57 dated '/ —u Installer VA yL Designer C' y The issuance o7 P . 1 not be construed as a guarantee that the sy 'm i, f�rnctixin des' ne Date Inspector r V / No. Uo —513 Fee ? " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1=i9;po2;a1 *pgtem Con5truction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at I L C C tLr L/r� Al y r k., ro>h and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction ust be completed within three years of the date of thit-pe it, Date: �i 1 eI Approved by I(AJ, U Town of Barnstable Regulatory Services ` Thomas F. Geiler,Director BAMSTAEM 9 � gP.nlblic Health Division . 4'ATfD µA'�A`� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 F'ai;-508-790-6304 Installer &Designer Certification Form a Date: I - I(a-ems' Sewage Permit# � ��� Assessor's M p Warcel M 1--.� Designer:- S6ek,. A. L�;isorle}n Installer: Address: Yk-e. Ob e- Address: pc (o IVOr Ifi� IJ` ��Iroyu�is D2Gc�� fn ma le lMlA 02(oy�/ On�� R-37 tom,, l a was issued a permit to install a (date) (inst er) septic system at 16 s Ak based on a design drawn by (address) S _ lar 1r dated i//y/zoo7 (designer)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 ' lateral relocation of the SAS or any vertical relocation of any component of the sep ' system)but in accordance with State & Local Regulations. Plan revision or certifie -built by designer to foliow. 6TEPHEN �� 1 ALLYN (Installer's Signature). " n•?021e 01per's'Sgnat } ` ` — (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE ,PUBLIC. HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOI� BEOISSMUED �W- .M 41'BOTH-�THIS FORM.-AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. jn Q:HealtVSeptic/Designer Certification Form 3-26-04.doc 09/13/2007 13:55 FAX 7812372652 WELLESLEY FINANCIAL Q001 BARNSTABLE l` Town of Barnstable P# ua the n>�, ~� Department of Regulatory Services D I SAMBrABLB. : Public Health Division Date MABB. 200 Main Street,Hyannis MA 02601 �p�60 MAC� Date Scheduled / Time Fee Pd. Soil Suitability Assessment for Sewage Disposal PerfonnedBy: �J/ISoor Witnessed By: a,7,7& LOCATION & GENERAL INFORMATION Location Address 1(0S Lroc-k�rs IJc.�lt Y2.11 W r Owner's Name as,L ►�c.Izo� 17 1CAIV?% P4/ Address - tn)cir fJC,J to>+, V"kj 02V&_5 Assessor's Map/Parcel: W141, ict/hFrc.c1 3S Engineer's Name Sirpiw , A, Wr Isom •PL �ir�.xltr- NEW CONSTRUCTION X •• REPAIR Telephone N 6-. - L Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft r SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands In proximity to holes) ZZ� I -------- , — —, } � a *M• ..... . 4 �. `- }1 ,�`- 9j} . 9 h M} 11} I ' N I 1 ...I V 41 � r Parent material(geologic) (5 f0 Co.r/ &_4W4Sh Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.(tole: in. Depth to soil mottles: in: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date /e Time Observation— Hole# /l .3' Time nt 9 tt� Depth of Perc 54 �oG y Time at 6" Start Pre-sonk Time u )107 l/%20 uN cla k 4-o soak Time(9"-6") End Pre-soak Rate Min./Inch `95 tM I n ca.t Site Suitability Assessment: Site Passed X— Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation testis,to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1).week prior to beginning. Q:H E ALTH/W P/P E RC F O RM DEEP OBSERVATION HOLE LOG Hole#_. Depth from Soil Horizon Soil.Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling. (Structure,Stones,Boulders. Consistency.° A, Scud "a.•, /o YR 3// 00 zo,l ?3 Sa.vl Lin-arti /o YOC 6h 20"'/32 C Med�on Sa,aO /0 ),,e `/8 DEEP OBSERVATION HOLE LOG Hole# 2. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tencv.%Gravel) 4-oars, 10 Y t2 y/1 — /`/ l32'' C /nor di 0001 L't4( /4 DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other SuiTace(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,is ° Gravel) a 211, Si Ady L 0 2 14 /o VIC 4/91 2/ �= /3 2" DEEP OBSERVATION HOLE LOG Hole#- !V _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency-0/igbraven A 2v"-/32tc C iY1��Ic�.., $�►,.! /o Yi2 6 6 Flood Insurance Rate Mai): Above 500 year flood boundary No— Yes _ Within 500 year boundary No X Yes Within 100 year flood boundary No x Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery otts material exist in all areas observed throughout the area proposed for the soil absorption system? �t� If not,what is the depth of naturally occurring pervious material? Certification I certify that on ri/ /�!s (date)1 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. 01 Signature �', Date 17 Q:H EALTH/W P/PERCFORM 11/J /2007 12:12 781-237-1165 KING & NAVINS, P.C. PAGE 01/03 �/ 0. " 10NG & NA INS,P.C. Attorney,,;At Lauu� Wellesley Of'kicr L:"a.rld 20 William Sttrei:.t RZichard R. Navins Wellesley,IWA, D:A31 'Peter L. Nm ins Sup an'Valente Marandett telephone 781.-237.01.50 � Karen F_ Matzkin fax n it / 3 7-1 Ann C. Eisellein Of Counsel. Micbael lEI. 11sHIey-------------------------- — __ �./ DATE - November 7, 2007 TO - Donna Mirandi Board of Health 1:zn_X 34 - 508-790-6304 FROM - Peter L.Navins, Esq. RE - 165 Crockers Neck Road, Barnstable, MA NO. OF PAGES (including cover sheet) - 3 REMARKS - Pursuant to your voice snail message, I am sending along herewith a draft of the Declaration of Restrictive Covenant in connection Mth the above-entitled matter.. Prior to as:.ing my clients to sign,this document, I was hoping to obtain the approval of the Board of Health as to its form and content in order to issue the permit required for the sewage disposal system,which is to be installed to service the second building on.the premises at 165 Crockers Neck Road_ Should you have any questions, or require any changes, please contact rc..e at the above number. Thank you for your anticipated cooperation and assistance in tbi,s matter, If there is a problem with transmission, please call Eileen at(781) 237-0150. ------------------------------------------------------------------------------------------------------------------ NOTE: The information contained in this transmission is privileged, confidential and intended only for the use of the individual or entity named above_ If you are not the intended recipient, you.are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this facsimile transmission is strictly prohibited. If you have received this communication in error,please notify King&Navins, P.C., immediately by telephone collect and return the original message to us at the address shown above via the U.S. Postal Service. You will be reimbursed for the required postage, telephone call or any other expense incurred by you. Your cooperation is appreciated. DD07.072W cc: Glary Pesters (via e-mail) 11/0 7/2007 12:12 781-237-11 65 KING & NAVINS, P.C. PAGE 02/03 DECLARATION OF RESTRICTIVE COVENANT We, Gary J. Peters and Marguerite A. Peters, owners of the premises located at 165 Crockers Neck Road, Barnstable, Massachusetts, as described in deed recorded with Barnstable County Registry of Deeds, Book 5688, Page 246, also referred to as Map 19, Parcel 35 of the Barnstable Assessor' s records, hereby make and declare for ourselves, our heirs or assigns, that a portion of said parcel of land, shall be subject to the Following restrictive covenant: The ancillary building on the premises, presently consisting of a two-car detached garage/carriage house, shall not be expanded to contain more than two bedrooms without first obtaining written approval of. the Board of Health of the Town of Barnstable, or such other applicable governmental authority, if any, as may have jurisdiction over the use and maintenance of the subsurface sewage disposal system servicing said premises. The foregoing restriction shall not apply to the primary structure on the premises, but only to the detached garage/carriage house also located on the said parcel of land. WITNESS our hands and seals this day of , 2007 . Gary J. Peters — Marguerite A. Peters 11 0 7/2007 12:12 781-237-1165 KING & NAVINS, P.C. PAGE 03/03 COMMONWEALTH OF MASSACHUSETTS ss On this day of 2007, before me; the undersigned notary public, personally appeared the above-named �3a.:ry J_ Peters, proved to me through satisfactory evidence of which wa.s to i::t'. the 3-dentif ' cation, — nerson whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commission expires . COMMONWEALTH OF MASSACHUSETTS ss On this day of _ 2007, before me, the Marguerite A. Peters, proved 'to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose . Notary Public My Commission expires: DD07 . 054W 2 L� Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Size Zoom Out � �;Map Abutters In y Je R;X JPG Map: 019 t9024 D19039 Location: 125` D3l79 #t25 019029 �`� �31 s q #10s :w 019038 Owner: Oi9030 Location In 124 019037: ' 145 F r Map &Par ce Location w Acreage_ e t}19036 tiF "� 9 g135 � > Current 01& #no Mailing Addi 5 019054, y r — " 7t9t132. ' #t46ti�, jAppraised t 9211 ,. Extra Featur Out Building 019033 019034 x Land g 0205 #t8? Buildings 019055'. s� #160� Total Apprai a Assessed V 01905�6 #28.4 Extra Featur 019020 1.�1� FE'e019D57_ 019D60 Out Building #2Dz2aa . Land fJ 3fi4. Buildings W Total Assess Set Scale 1" = 104 I Aerial Photos Copyright 2005-2007 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v0.2.91 [Production] http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=01903 5&ma... 11/15/2007 No. R T Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0 01ppficatiou for �Digoal *p5tem Construction Permit N Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) K Complete System ❑Individual Components U Location Address or Lot No. �(�s eydc�crs Pleck �Q, Owner's Name,Address and Tel.No. (5&ej L. Palos Assessor's Map/Parcel 11 1.c u e f?aQ Wla� 141. Pare,_ 35 (e9 e MA O246S Ins aller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. a (J /eJl t (Z✓/d �c>�l S r _ S in A"" �� (.J i lscr i Re. �c Aid- P"1-[O I.+vJ gtz mc.,ti 5h1zct Osbzw�tl(� t�W C�2�sS Type of Building: Dwelling No.of Bedrooms Lot Size Wig,ZO-7 sq.ft. Garbage Grinder(Nq) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow um r4pA4 L.. gallons per day. Calculated daily flow 4,0 gallons. Plan Date 1i 3,/oz, Number of sheets o4e Revision Date T Title S, - -0.--.Q o K Size of Septic Tank IS�a r5 e IIwn4 Type of S.A.S. !+<ach,.0 Chamtxrs 1Z',c 35'x 2'►.f- Description of Soil, t2 4- - so; 1 l as o C-n Q low (n- to,Z_%7) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the ore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code an t place the system n 9 peration until a Certifi- cate of Compliance has been iss by this oar He th. ?��� ��• Signed Date Application Approved by - Date _ v Application Disapproved for a following reasons t Permit No. 2 662_ A2 Date Issued C112 0 2 Io r� t! No. )ao� ., ._ �t e j Entered in computer: THE°COMMONWEALTH"O'F'ItA'ASS74C1=1C1S'E't�TS r_.� 1 p �•-f Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS o 0[pplication for MftgpoMl 6potent Congtruction 3permit J. N Application fora Permit to Construct(()Repair( )-Upgrade(_- Abandon( `)'_;K Complete System El Individual Components Location Address or Lot No. kcrs Nick 2oU. i Owner's Name/,�Address and Tel.No. t Assessor's Map/Parcel 17 1_c u dµM.*:ti'"2oA mc-o 111 i Payee( 3S } w MA o2-46S I aller's Name Address,and Tel.No. Designer's Name,Address and Tell.No. J,,JJ (A C S'}'L.?ha,, A W 1 13 cM ' 1,1. V �e J� 4Z./� CC�/I s r' TAL rr i- �a�fv , � F I'l o l r..9 rcn to a� rTj����rkJ��c: l�liI E312 Mu 1,, t5tvtet 6t);r�L MA v Z6 sS, Type of Building: _ Dwelling No.of Bedrooms o„� a: `' Lot Size Zg,30--7tsq.ft. Garbage Grinder 0).9) Other Type of Building t No.of Persons Showers( ) Cafeteria( ) f9 Other Fixtures Design Flow It�t/b.�4.�w.� gallons per day. Calculated daily flow 4'4'0 gallons. Plan Date II11T'k Number of sheets a4c Revision Date !! � - Title Sc he Su atom.,, Size of Septic Tank 15ao a c II rinc Type of S.A.S. G coe171$ Chav,rm-es I Z')c 35�k 2'j f-.. , Description of Soil YZv_�, 4� so; ( 12M I-- to,_ i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of tUPIlace ore described on-site sewage disposal system , in accordance with the provisions of Title 5 of the Environmental Code'an the n peration until a Certifi- cate , cate of Compliance has been iss by this oar He lth. �s�J�p� Signed II Date Application Approved by I - (l C Date Application Disapproved for a following reasons Permit No.�2 6o _ Date Issued 242--------------------------------------- -- - J 2 r; THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that.the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded% ( ) Abandoned( )by ` at I 7 C tuc�n r tA,11,r has'been construct d in accordance with the provisions of Title'S and the for Disposal System Construction Permit No.200)-.!/.7 dated o? Installer I `- Designer ' The issuanc- of t 's permit shall not be construed as a guarantee_that the sVeill if,nctionMdigiCed. Date a 1 ! I deb Inspector No. �1r)U� " l07 / Fee A,19 .THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 4 wv5pogal 6pelem Construction Permit ; Permission is hereby granted to Construct( )Repair( )Up rade()r )Abandon( ) System located at and,as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to compfia with Title 5 and the following local provisions or special conditions. Provided-f.orstructi./ion.must be completed within three years of the date of t ' ermit. Date:�\� 5-A? Approved by �. f Damon Roche Plumbing and Heating 14 Old Farm Road Halifax, Ma. 02338 9/l 8;07 To: Building Department of Barnstable l Damon Roche hooked up town water to 165 Crocker's Neck Road and disconnected the well water to the house and put a tag on the well line saying: "Non- Potable". Damon Roche, master license: 22469 }[ w r 0 _0 � �4 OF )y� �Ot��tsirt 04trict Dater Mepartment D cp r 1926 �°�� 4300 FALMOUTH ROAD, P.O. BOX 451 JU COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 September 10, 2007 Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: PETERS — 165 CROCKERS NECK RD To Whom It May Concern: The property located at 165 Crockers Neck Road in Cotuit has been connected to town water since 12/19/02. Sincerely, 1 1 Sheri Leavenwort Business Manager = F 0 L%� /nT OF S ABLE V�..v , , 1�X.'ATIO` _ _`SEWAGE# - I�'`aiIL191 LAGE y+ ASSES SOR'�MAP& LOT qP $ . INSTALL 'S N -,, &_PHONE N0.- :J h,&214 M SEPTIC TANK CAPA (ty > �y ze X 1� LEACHING FACUTY: NO. OF BEDROOMS BUILDER OWNER Al PERMIT DATE: Q-a�• rYZMMPLIANCt DATE:. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching-Facility Feet Private Water Supply Well and Leaching Facility (If any wells'exist _ = on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by w ZY .3 13 o u `Ztv r oll �44�� "6 5 r�4 0 - VILLAGE - - --- r - imSTNL ER 5 &NA DDRESS - - -- - - . - - 5UII.DER 5~ =&"F- - - DR.ESS.. MkTE PERMIT ISSUED D ATE COMPLI &MCE ISSUED : � _ _ _ _ _ _ r _. s �t � �-- �I �..� ', �� ' °F� ray Town of Barnstable P#t4' 1112 P Regulatory - °* Department of Re ulator Services BARNSTABLE. public health Division Date e2 U 2 hrA99. 0ifp ���m 200 Main Street,Hyannis MA 02601 1 Date Scheduled o 2 Time U'r,d Nl Fee Pd. �00 f o Soil Suitability Assessment for Sewage Disposal Performed By: S A-, Witnessed By: ✓1 D. IN it I'• '9� f>A''b!,r.d. �wner�rxun�'pA41i.eI� Location Address Gvr� eu- � s Name�c.ry c7, P,►�,,� Address i 7 L l e Jw e 11�,, fzj Assessor's Map/Parcel: ,04p Lqt 4t-L 3s' � Engineer's Name f��� N!"s Rtnt— 0190$, 8r2 wtu,, St' '0SI'•=vUd[C NEW CONSTRUCTION REPAIR Telephone# Land Use 1��c5 e.�+t�c��' Slopes(%) Surface Stones fJrrrfA4C)'lE6Y Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) N 31'45'40" W a Q� 228.10' �xtshn� 3 p N m 4cs CCSS 01)I� N m 0 'o / P M°h 20 EXISTING SINGLE FAMILY DWELLING Y 1�±SE No. 165 y> Z I o � Qom �� TPs T� o���P ¢ I QQ GO v Y 0 o b 77.g' U "S 31'47'40" E ro 201.16' y' u T N Parent material(geologic) G[G<'t2.' C��'t "°' '�1 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater .. ... .. ... .. ... .. ..:...•. - il a i Ix I x i 1 1:: 9-. 4 i. s. 1' s r :kd III'U,. ' '14- rl t:Gi t I :1la�x: :•.:. cdlhU�,{�t d i I����f I II Ina i UUI pl'lll'�t IiNF I��I'!!P'I ;�"U {{1 i.. ! (Jil''�Iri�'II'Ii''UII��d'll'1�I3nu1 hhI ! x�bll .,stud a.:,YU.41h1.4: Jillun;,fir.: nr.JP ..I dM:::Gr Cnb: 5":::,.r,,.4 o9 SSN J•UNy:nu ,:m P:.::m.R .{.h Lxv....::<: �a.t. WSJ Icud.t.CIH:,: Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. p NDepth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date:_ Index Well level Adj.factor Adj.Groundwater Level_ :i�Fdd il l�riiIlII lfI'.!iIf. I' :`;4•7 AkIq1�l'.�'A;n�";Ui"(�ri"`'M1t' '1',l4r�IlU;�l4�ilU�^`G,.+.� i i�r:'.•:�.. .f'i I�i I yti,' .�p 4�,t-My s ?1Ike, 1r d�r�UiI,II4':�7fr'l1 nt�6 I. t i v`'r4r'�lil,ra.v„'i 7 1",9uI1,!!vU 0I,4iA1 1 ! 4 WIN- .JU. PHOTON , O Observation U Hole# �- Time at 9" Depth of Perc Sh f Time at 6" Start Pre-soak Time Q `i':55 Time(9"-6") End Pre-soak uri�btz do woi�k.r� �oc.�9 Rate Min./Inch d�°U Site Suitability Assessment: Site Passed I Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- Q:HEALTH/WP/PERCFORM a,i.;c;!,f,5 n r�!r ! !h1.1 �.rr '!! fir! !�!�.�>!!'19""!;!�.E p'ar 9!i!�1:�;..,ux+;�1;.i,,..:1!:r�,1r;:,; �,•!c;;r:•i'r I.h{di:' 1':r,.,r:r;,,;;;::� .._. a'R!,g..e.od�E4. 1.ey s_ ! �!! c L_Y.lec!'_.PlxuE �l"J"'!..�A 9;�.§z1,.rry ..911,t¢ .u..!:!r 4' .,G•I .. , .. i 1!f r ! Depth from Soil I'Iorizoin Soil Texture Soil Color Soil }!r r Q h Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,_%Gravel / 6 . 1 �!! ,.' 1 '.ftJ !?! !i!*.!4W!E��7!�!;f1 �t ,, , L.tt;... ,!tu... u5i a ,�;!�l!i!,,. rN+ ,"-!!.'r.�l t„iti!?t:b�!:' !I'!�y1:.1�,r,x;:1, it•1.1�a!1. 1✓y�tt o-4!!!u I�f r� � ��� �JI qn :1 :. a ,�h t r�`t � 11,1:r s�..NI�,',Lj!a'� {�. :u.!x!n srkl ;.!I �,:h .I�;}{t:x,7r�' �rr r.:l,„.�1rr"1 n�!:"rya � 5 L4!rJ!!'Si!o1,;r1, pp44.I'!w;r�I� rk ...M1!In2...: 'a✓!..':?'l ..I ;i.,1:,i7''�T4d F haJ�, x.�,..,d!r �s, y�.r6x x�i! � j!ik411!57�}_ M`!iI,lr,v lt�`jti.tul•k41 !il�.il'{.44�!fi h!!°!i!!I'I�Iri n!!!;1 !!'. :.: Depth from Soil Horizon Soil Texture Soil Color Soil —Othe sl.r Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency_%o Gravel) .. ....,"i!i:�:'::,!:.x.!..}•:{..., :i f,Y 4�!. :..h,-,1 u 1fr:r>:K-hl{a'... e:.:...:•�:I 1i1::�,1t1�u;.: 1- ;5�:14 'xk "1rj'; 1i x. 7!A11 !!h1::1�w:1 1...j,!. n!�yl rnr:r:4 ..d.... _,u:v._F�,.,...4�..i<.,'...�_!.:�,:'�rt'�!E? !5�^+•hr�r..r�:�r ,�.�.t!f* !!;�d!:r:;tut!,thV!ir�' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling rStructure,Stones,Boulders. Consistency,%Gravel) 1 x i h' h lyitr,'111Y'LI ir�'Fn�!x�!!OEM r }! J. a. lh r. !!i':I'ri.a!�!ix:lll!jIIv5:.,�;., ..!,;,r,::.;u;<<-. �! c. 6i ..,; !�, k I !I'!' r :;!'• �F1!t!!I ,.! e,l,! 1u!hh,:4i��.rpI`11:;,1ru,ll!I"'�!1?' 5.G11,,.aj-!:, �..rd b � I.GtFIR t!!1I! Ir ! •'! I'!. h.��;Ik);!, Ikr4na,d,Ei,.!.Y,4,Jlliui;l�i6irXl .��i xMn 5�x!PUA'd'i 1:,,�n 1,..1.,• I car",r' `�r'!.!�.:x: ti r :1 fr:anr :.!...J':1r!!!!'!1ia!!,r�h1:!I!!ji.7.u.,_:a:;cdl;�r14 i-ES ,. ✓n.,l>t,«:kil! Amy,�u3£i.,..,ek...,1C1,...;!...v�...8h6�.'!}4�eY:V:nL'�;3:?:Itlu!�rJ:1'y1....,.U-''' .—I...... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) ' Mottling Structure,Stones,Boulders. Consistency,%.Gravel) it Flood Insurance Rate Map: Above 50.0 year flood boundary No_ .Yeses Within 500 year boundary No iU' Yes Within 100 year flood boundary No I/ 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? If.not,what is the depth of naturally occurring pervious material? Certification 1 certify that on ti. !S'�,_e (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. Signature DatexYrz Q:I-IEAI,TH/WP/PERCFORM A �3 5 ..... FEim....2 .................. THE COMMONWEALTH OF MASSACHUSETTS _BOAR® O HEALTH �... ...OF.......... . ...... .. Appliration -for Bi-4mi tl Workii Tutuitrurtion Vrrmft Application is hereby made for a Permit to Construct ( ) or Repair ('kj'*an Individual Sewage Disposal S s at: y � .. V= ----------- ------------•--•---------------- -1 .................................................... Lc ion-Addres r Lot -- ....................... ner AAddress w r,a ------------ Installer Address Q Type of Building '� Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.--�._.�-��'----------------Expansion Attic ( ) Garbage Grinder ( ) - Q, Other—Type of Building --.----_-_---------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Otlz-fixtures ---- ------------------------------- -------_-------... --------------------------------------------- - ------------------------------- w Design Flow._-_-_J_-----_____--____________________gallons per person per day. Total daily flow.....----... ---_---.---.-..gallons. R', Septic Tank 1 Liquid capacity_1U®�gallons Length________________ Width..___..._._..-.. lliameter._._..__...____ Depth...._..._...... Disposal Trench-*No- ------------------- Width -- --_.--. Total Length_._______-__._-._... Total leaching area-------------------- ft. Seepage Pit No.......�_------------ Diameter...10k Depth below inlet-------------------- Total leaching area.._.--------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by------ ---•-•----....---•-••-•---'---•...............•-------------•---• Date------------. -------------------------- a Test Pit No. 1................minutes per inch Depth of Test Pit------------- ----- Depth to ground water.._-._-_.-----.--.--_._. rZ4 Test Pit No. 2----------------minutes per inch Depth of Test P' .------_... ....... epth to gr and water...-.-_--__--__._--_-_- a ---------------------------------•-------•-------- ---- . ....'- . _. ........••........ ............................................. 0 Description of Soil............. ��` V ............./ -v-r ------ - --'----••-•-•. ------••----••--•----------•- ------------------------ - -- ----- -- -- - --------------- ............................... -----------------=------- - ----- -- ---- -- -- -- - - - U Nature of Repairs or lterations—Ansyr�r wh licable. -.-.----_. .. - --� ------ ------•------ (�F� ----- ----• -------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance,with the provisions of Article \I of the State Sanitary Code— The undersigliq further agrees not to place the system in operation until a Certificate of Compliance been issu board o health. Dat Application Approved B -__ .. __- ...... ....... . . ... ...... . d —_._7t. PP PP Y - Date Application Disapproved for the following reasons:............................ ............... ....................•----'--•----•----------------------------...._...-••---••----'------•---------------•----......----•-------•--•---•-'------'•-•--------••-•---------------••--'•-------•----•------ Date Permit No......................................................... Issued--- 1z--. . Date wvppvpc,�rv�ocvavcvwvcaceveaveev-ccr_e.a v„e.. a- de -ev.. ...................... } w �j No.....c �.......... Fjm$.... -.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH �T.�--.--OF..........`,� ...( �/j.L G�✓' Application -fur Ui,ipuiiaal Workii Tomitrurtivaa Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( trn Individual Sewage Disposal System at: --- -- -- - ( - - Lo akion-Address ^^^. r Lot .� ---...-•--- Owner t (Address W Installer Address Q Type of Building Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms--_�._..t-'Q�l-=- --------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---.......................... Showers ( ) — Cafeteria ( ) a Other fixtures .--•------ ------------------ --- d -------------------•---------------- W Design Flow......... ...........................gallons per person per day. Total daily flow............. ca(D----------------gallons. WSeptic Tank-1 Liquid capacity__6-U°Ugallons Length................ Width.----........... Diameter.__.....-_.----- Depth_.-----___.-._.. x Disposal Trench 1 No_ ____________________ Width._._.___.__________ Total Length_._-___-_-_-._--_-_ Total leaching area--------------------sq. ft. Seepage Pit No-------_____________ Diameter... UUU-Depth below inlet.................... Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY.......................................................................... Date........................................ W Test Pit No. 1................minutes per inch Depth of Test Pit....... ...... Depth to ground water-..-.-_--.----.-----...- w Test Pit No. 2................minutes per inch Depth of Test Pit----------- epth to gr and water---_---__----.-------------------------------------------------- -O _..Description of Soil-------------------------------------------------------•-•••i --------------- -- �� i ---- ------ U Nature of Repairs or lterations—Ans er when �p_,plicable.-.-___....__. .. .y '- i------------------------------_---.--..---_-- . ...-�Z -"r---- r �✓ ---- ------------------------ ----------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article LI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued�y hi-_ board o��health. PP Y Date Sg e . Da i s` Application A roved B �'� l / i4 �� __'.., �'%' t mot. Application Disapproved for the following reasons:. ...................................................•--'--•-- Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ?- ..OF........... .. ................................. Q.,rrtif iraatr of 0XImphaaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...... ............... r ... .. r 1 ................. I staller at '��`" ® ' II roc- ' = '._...� = --- ----------- .......... installed in accordance with the pr• isioits of . sfticle�_XI of The State Sanitary Code as described in the fJ _ application for Disposal Works Construction Permit No.___. �?._.��..5_____. dated.-------7.-..1 ____.. J.._........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY.DATE. - .............. ---- ��- - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF ALTH / < �....... ...OF................ ...............-fi'��..................................... No............ •---•- 1 FEE.._ Binpufiaal Vurrk,i Tuamtrurtivaa Prrmit -- - - / Permission is hereby granted. -------------------------------- ._._..... =... to Construct ( ) or Repa ( an Individual age D' Rpsal Sys ' - w Street as shown on the application for Disposal orks Construction it Q_.'ard ted___--_•• of ealt 1 DATE. ; s --[;�• 7­- :r"�--------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Y � I� Fly`1,, X J O1D - ; t �l J n O WINDOW & DOOR SCHEDULE c eu�C r dU ec Lij MoC?El..Na / . Tw•zsl4lo orx.laa-tc 2'-utn'x S-fl4r pie. - s - 66 . G Tw•244Z 1 1 Zitaibl x 41-S 41 !r/6 4 _ G r -- 6) <A d) - _.G TW•z/Frjlp / 1 gl..`i1'br x.4-1ti1 o/v 1 U ._ 0 0 _ t Tw'� . r " zSi AI-w+wtr yl.. x Z-4*� 3wx2+4 1 O^ Z X ' (���•I'cr.txr� :. 6 A�271 1 21-ATE x 2-o51a1 9wxZH l (` ` � i•J aiR +.t - H A•zi 1 2� x z1-o'rn aw.z+{ (.{ �Gk3 5 ZT .T •17S GA'XH12NT 21-orb+x^J_6'+LI 2w.c gi-I;a.,12 3 ' I I 2loart fxxi>�T•�y.ZFiJ 9I-yt'+r x v1-lots G rs•Nt=1- 1 � I � � Fa•+o..t ewcx-N -(tom §) (� 2 9z150•RH Z1-1o1�Ix�i-toY 9L-rrw 1 I L .rycrGH M_NCG6e+I7 - I II Gxx Kr..I _ W--m: U �{ W-Id GPw+`rY Q wi1JDa-K To Ba `mmm-, 03 DECK• r,Gr. s-4 �. MASTER BEDROOM_ FAMILY ca C9 u 7L v L 4L-ll I.-T., 1-7 'Z` 3 � N .JN.LC" IFl pp l -t ---- ! t 1 N a,c7+ PDR,RM. 2 x G>0 MUD ROOM' 1 I d1 _ I i � � 1� ( � i l � ,• u+1. -3 G.O. to I�Wu-t - •1�Go, 1 i a- w. I ID .. L 9f _-er1' _ DROOM#2 ® BEDROOM#3 c 0 sL 8l G-2l - RII>Ca6 a _—. --- W�.ALL�✓tP1.�T11 N � � � I• � � lJ w����g��Lg� _ N g aJ.L. t,i �e I ----- 2 3v a h E i Z t KIT J CHEN I 3-Z S-2 S-u _ - ' 6Q f � ' 1 DINING B®ROOM#1 IJ .t - y I RATH �r I l of-tot N lit O 13 crau ll.l Z 'ITd o~ - I-- -=- -- -- -- o 0Lu I ; �;x4 — PORCFI LU lel '3l-01 11t-Ol v 111-01 71-01 O Ix(Y V 1 z N `t-ZB 9t-to Ul_pt afro/ et_1 Gl_pt - 141-o F41-ol '� Z 4n 1 I O Z LLI u g Foci IV - l—U 0 4 0 11 W , , Ga ca- o 9bi-lol gi_SI 41-51 01-Iol 9 I Job—: oazt jdate %.S -sae s4•s r—d _. FIRST FLOOR PLAN I I SECOND FLOOR PLAN A-2 =cl"ht 2000 i 0 E E 1(3 1 2uo7oS�-7S. y EXISTING . Hl o E ao u F'EW-OOT'FOOTING EOLAL EOVAL II'-8 In- 4'-2- 3'-k7 IXd IPE - ON P.T.FRAME - _ 1.IPE DECKING ry - 0 0 3/4'TREAD) _____ ON P.T.FRAME 3-0 MIN.WIDTH DECK AEDJE 3-0 MIN.WIDTH \x - / 1 •N TFORAILIIA AEP/E V FROM FASCIA TO 5x5 ( cu TD M. RAILINb . . 4 DEGK Q 3 13R I g'COIL'.iVEE TR.aI 6' m _ D.13R0 T12'• (d O IO la t ` EDGE OF FASCIA m �I ABOVE _ . ._: . . - : zy V WALLS - 7__ ___ ______ �. _ -_- W2442 m yJ B AND F C.GYP.13o AT CEILING 2-b X d-4 l B v - AND VlALLs fELGLKING A5 A4 REJUIRED) B - ALIGN WITH EXIST V EXISTING DOOR TO REMAIN ' 2-6214B X -4 t B o m D TW 2442 (REFER TO ELEVATIONS FOR - '�� - X a4 175 - APPLIED bRILLE PATTERNS -- - AND DECORATIVEMOULOIN&5) - LAUNDRY I LIVING EXISTING WINDOW5 TO REMAIN '+ (REFER TO ELEVATIONS FOR i B'-0' I'-8 I/2'iLL _■ APPLIED GRILLE PATTERNS �p O AND DECORATIVE MOULDINGS) GARAGE s c : — — — m - t�Mar - PANiTtY _ EXI5TIN9 2X4 WALL FRAMINS - - TO REMAIN-REFER TO FRAMING PLANS FOR NEW POSTING AND -- j - HEADER LOCATIONS 4--0'- REMOJE ExI5TIN6 bARAGE -- CENTER OF RIDGE a 51 TTI NG 2-G a xta 2 T 2 DOORS AND 2x12 HEADERS �`— iYl 243] B f{. EOGE OF FLAT/ CENTER OF RIDGE EETWEEN AND REPLACE WITH NEW 2-b X 3-d t B - - q�OPVIEI6 LLG. EXISTING WINDOW5 3ELOW - 2-Alex a- T o=cc ge mt'o.-ms e e -Ox4-o BEDROOM ------------- w m Hie _ -------------------- - - _- - - U,_ ! Q GENERAL RAN NOTES Ib ALL EXT.HALLS TO BE 2X45 a a m OL ME55 NOTED OTVffRW150 -ALL INi WALLS TO EE 2X45 a Ib' OC.NN.ESS NOTED OTERW15E) i TO BE'AWE RIM FRENCH DOOR aL-+ Q A 5 6' S-6 T4005ERIC-SE(REFERTTO�S A4 g a A4 ELEVATIONS FOR GRILLE PATTERNS � L 9� C V N -REFER TO ELEVATIONS FOR WINpOW O ANp&RILLE PACER LOOR p%'g 2 EOVAL EOVAL. - (� Z V rvrc ngg'' ..._.._......... _ L rr RR Ftf 10 QxU] ..................: ICUV {/t OWN mO�r TI2N ++ O ¢ L M N k - 2 Ln N O aU, FIRST FLOOR PLAN 5EGOND FLOOR PLAN 53150.FT. CLU0cm CIO 5 L A L E I/4 I -0' 6 SGALE� I/4" I'-O" -0 ,^� - AueN WvuE � � T I= f job no. ono J ---- date OI MAY 20 1 scale A5 NOTED `----------------.............................................. drawn - KMW . rm - rev. ROOF PLAN /A` yl■ V SCALE: 1/0' 1'-O" y— I ISSUED FOR CONSTRUCTION sbt: I of 4 r c o O f g o 3 ro 0 w A a !' L RREFER ellll ETA1 RAKE (REFER TO DETAIL 1/A-4) _ 4 r r 1 � x GfSTOM RAILINGS, t0 IJC3/1%B FASCIA - \ / BALUSTERS.AND POSTS IX3AXB RAKE 12 CARRIAGE STYLECLOP OH. (ON I%BLOLKINGI D .� C DOORS BY LLOPAY A� \�2 IXS/IB KR .- ,A Q) O SECOND FLOOR C`-09SECONDR FLCOR BOIB BED W/1%GAP WC.5HINGLE5 ' ITo MATGN EXISTING) WG.5NIN6LE5 P.T.W P XXD 1POST �1 (TO MATCH E%15TING) -©❑ (5 X 5 FIN.DIMJ 1X NA CORNEREOARDS - O �.! (TO MATCH EXISTING) IXS/1%b CORNE5TINS) S (TO MATCH EXISTING) a •B655 BASE �• ABOVE INB WRAP —ILI 'Inol TYPICAL ELEVATION NOTES to ROOFING: - ARLNITELTURAL ASFHALT 5HIN&LES YV GONTIWO'J RIDGE, EM5TING ANDOH5 AT - VENT.(TO MATCH EXIST.HOU5E) RIGNT ELEVATION OF FIRST,LQOR ip D B'DIA.CONCRETE _____________ ____ _ SIDING: INC.SHINGLES(i0 MATCH EXIST.NOUSEI REMAIN(PROJIpE _____________________________________________ a Z TUBE ON 20'DIA. ' ��_______________ ______ __L ________, 'BIGFOpT'FOOTIN6 i oD*,'1y::1 &RLMOL1-pAING, LASING: GAP AND BED MOULDING CAP.OU ._____________________________________ ON I%HEAD CASING/IXS.IAMB _____________________ 1------' ', LASING H/PVC SILL OORO T (TO MATCH EXISTING P EXIST.HOUSE) REMAIN(P OM DECORATIVE M INS FRONT EL E VATI ON MAI"RAKES' V QWI RAKE BUILT IN R I GHT ELEVATION LAP AS SHOFW YV•8 AKI BED M ATC,`G ON IX - `�1�RAKE(TO MATCH EXIST.HDUSE/ SCALE: 1/A' 1'-0' MAIN RAKEAVE XB FASCIA( SCALE: I/4' 1 -0' RETURNS(TTP). V AMIM DRIP EME AND 6U1rER; - •BOIB BED MX15TIN G ON IX'Rem - (TO MATLN EXISTING IgW - MAIN EAVE OYP): IXB FASCIA W/ALUMIWM DRIP - - EDGE AND GUTTER;IX SOFFIT W/I' - WIDE CONT.PER,.VEN1(BY:WR- A-VENT).•BOIB BED MOULDING ON IX FRIEZE(TO MATCH EXIST.HOUSE) A EAVE AT FRONT I%3/1XB FASCIA;I%SOFFIT W/I' B - A4 SHED WRMER: WIDE CONT.FERF.VENT(BY:COR- ` - m---m c e c or eQp A-VENT) •Bole BED MCULDIN6 ON A4 a=UQ Bc :a co x FRIEZE '^moT�u�vati EAVE VO REAR FASCIA,IX SOFFIT W/1"HIDE - I%3/iXB BUILT-0Ui RAKE me muyrn- SNED DORMER: I.SA.8 RAKE ON - - (REFER TO DETAIL/A-4) 12 COCONT.PERF.VENT(BY:LOR-A-VENT) ?-.m NO MOULOIN6 OF SJB-RAKE m3 eo'u�_a = B ` ny3 iRPQ2 ro O[rnlL R6d ro pErnlL 113 3�/'� m m RAKES AT SHED 113AX13 ON I%BLOCKING 12 DCRMER5: Q4� - LUSiOM RAILINGS, _ BALUSTERS.AND PO5T5 I MUSTERS F05T5 1 ^- .c IX ELOLK NG ON---', " wvf UCi/IXB RAKE ON 12 1X3A"RAKE W y %BLOCKING ONI%BLOCKING O N 2 2 M •5016 BED At 2X GAP -8015 BED W/2X LAP 4� _ O W :I_- N SUBf1R. (TO"T$NIGHLEXI5TING1 - FLR. U O SECOND FLOOR .SECOND FLOOR 1— Q Q) ABBE$TAAiREAVE \ // b � •> P.T.4 X 4 P05T - 03 WRAPPED PV Ix5 PP.TT.4 X 44 P"T$ w 5X 5 FIN.DIMJ IXS/IX6 WRNERBOARO5 (5 X 5 FIN.DIMJ WL.SHINGLES L L ITO MATCH EXISTING/ Y C Q (i0 MATLN EXISTING) ¢ G •B455 BASE - U Ix5/IX6 W.NE.WARDS ABOVE IXB WRAP °EVE IX5 HW (TO MATCH EXISTING) C L. 7C o� V o w In V �1 rOL'QE 5LAD-- - rOP3fiLA@— -a LON�CIA Q ? EXISTING WINDOWS AT < : 8"DIA,CONCRETE ''&GF T DOTING TUBE ON 20"DIA. LEFT ELEVATION OF : BIGF�T'FOOTING / i RERM4rIN( OE job no. 07I0 DECORATIVE HtXI_DI IS L"AP�GRILLES A5 date OI MAY 2001 scale AS NOTED REAR ELEVATION drawn KMW LEFT ELEVAT I ON ap 5GE 1/ ' rev. 5GALE 1/4 1 -O rev. A-2 0 ISSUED FOR CONSTRUCTION I Sm: 2 of 4 � o E g o � O V L m C O � O C Y OV 00 r LID (3)2X4 +__ _______ __ - (2)15/4'X 11/4"LVL X y� _ t31 2X4 JI POST ® POST -- 9I6'oGc. � C l , Q1 B to 8 I.p � 2%B RAFTERS A4 0 ; A4p ip 2XB RAFTERS A4 I` _ . . v wCU I{ OIb'OL. 4F X8 RAFTERS 'S' O 4¢O I 0 16`OL. 9i Si p p I _- y IJ 2XB LLG.J015T5 r 016'OG. _ C BEARING WALL W IIp,F _ a%8 Imo.. T02%10 RAFTERS 11 OL 3 I/2'DIA STEEL PIPE � - LOL.fY ELDED PLATE x \I ANnL R:BEAM AS .y In LONNLETION IN FIELO) LO p D TO MEET POINT O V m m _ 11�011 Im - I^ WIOX26 5TEEL RIDGE BEAM W/ 2X NAILER BOLTED TO TOP FLAN6E; `I 31/2'PIA,5MEL PIPE- 2%B LLG.1015T5 PROVIDE(Il 14'LVL RIDGE BOARD - WL.(WELDED PLATE W14 43 TfF BIi. - O Ib'OG. BEAM Ai REAR GABLE DORMER) - 0 2%8 RAFTERS ry y J U " r _ LONNEGETION IN FIELD) ABOVE(ALIGN W/(2)14"LVL RIDGE - _-_ � XII OST4 p. I,p m p4p)2X44 o POST 4 'a )3X4. um'-i .fin - - TO HDft. og o 0 g POST - �. $3 (31 %4 (4p)52%4p DD*l ! Ig TO HDRN T. IDGE W/14 LVL O x x {S' y$� rv0 n0 rv0 . I� I ___ ___ . A _ (213/4 X414•L LL ( r4 - -__ ___ __ 12% , P05 ^�ru .e ry Im I� TO REMAIN ADER �" luu F , In Im x , L. - - .. - --- -- -- --- -- -- -- -- 2X4 (2) 3/a" II 1/B' VL HDR (2) 3P'L x II 1/8"LVL HDR. 3 2% --- it' ' _ m ,. POST R 4 lFL15N T.FL�R7 POST _ __ ___ - _-c n- .E- - POST - -�'�: - 4RU c o 3 m WN om SECOND FLOOR FRAMING PLAN CEILING FRAMING PLAN ROOF FRAMING PLAN ".2 56 A L E.. I/4' - I'-0" SLALE: 1/4" = 1'-O•• . " 5LALE. 1/4" 1'-0" - NOTES NOTES +. O to N NOTES 0 - SECOND FLOOR JOISTS - INTERIOR LOAD BEARING WALL L- m TO BE BOISE CASCADE - ALL POSTS @ENDS OF BEAMS TO BE o 0)= II l/8" AJ5-20'5 @ 16"O.G. x POINT LOAD(FROM ABOVE) (2) 2X4'S,UNLE55 NOTED Z V c W/3/4" RIM JOIST,UNLESS - ALL WINDOW HEADERS TO BE (2)2Xb'S . ¢ ti NOTED i W/ 1/2" PLYWOOD,UNLE55 NOTED W CID 2:v (U - ENGINEERED FLOOR JOISTS +; cm TO BE INSTALLED PER - PROVIDE 2X10 LEDGER BOARD p L- STRUCTURAL DESIGN CRITERIA CL U+� MANUFACTURER'S GUIDELINES @ OVERLAY FRAMING FOR RAFTER }' O AND SPEG - FIRST FLOOR 40 PSF LL'IFIGATIONS BEARING/SUPPORT Ln U w , - T x - POINT LOAD(FROM ABOVE; 5 PSF DL ALL RAFTERS TO BE 2XIO ¢5,P.F. NO. 2 OR BETTER AT PROVIDE BLOCKING - SECOND FLOOR ' 30 PSF 16' O.G. TYPICAL 5PAGING, A5 NEEDED) 10 PSF job no. : 0110 - ATTIC/5TO. 20 P5F - INTERIOR LOAD BEARING WALL date CI MAr 2001 10 PSF scale As NoT o - ROOF 30 P5F drawn KMW 15 PSF - rev. .. - EXT. WALLS l5 PLF DL rev. - INT. WALLS 50 PLF DL - DECKS/PORCHES 60 PSF 10 PSF A- 3 8 ISSUED FOR CONSTRUCTION sht: 5 of a a g ARCHITECTURAL ASPHALT r ARCHITELNRAL ASPHALT ROOF ROOF SHINGLE5 ON ARCHITECTURAL ASPHALT ROOF SMINGLE5 ON 15 LB.FELT ON 5/5'GDx ROOF SHINGLES ARCHITECTURAL ASPHALT V V 15 LB.FELT ON 5/B'COX 12 RYYm.SHEATHING 15 LB FELT ON 5/B'GDx ROOF SNNSLES ON 2XIO RAFTERS a 16'O L. 12 15 L8.FELT ON 5/6'GDX N RYWD.SIEATNIN6 PLYWD.SHEATHING PLYWD.SHEATHING 2XIO RAFTERS 0 ID'OL. 2"RAFTERS 0 16'OC. B,/, 2%6 RAFTERS 0 16,OC. C AL"DRIP EDGE 12 ALUA1.DRIP EDGE ALUMN.DRIP EWE /—ALUMN.6URER ALLPRI.DRIP EDGE ON IOF FASCIA ON�IXB FAk A � // ON II(B FAxEA IX SOFFIT YV CONT. (2)1 9/4'X II T/B'LVL — —— I%SOFFIT W/LONT, II. X3/IX8 FASCIA E IDE B W.YEMCOR BLACK) p (FLUSH AT FLOOR ABOVE PERF.VENT(BLACK)I- LV GARAGE DOORS 1 p WIDE BY'WR-A-VENT' V1 u ____ _ ALIGN W/FASCA ____—_ IX SOFFIT W/CONT. AT 8�13 ROOF p FERf,VENT(BLACK)I' —— ——— IX SOFFIT IV CONT. �'1 pp at WIDE BY'LOR-A-VENT' PERF.VENT(BLACK)I' a .8018 BED MOULDING ALIGN W/FASCIA F HIDE BY'CDR-A-VENT" Q A5- ON1%RIEZEMEAD AT 3T2 PITCH FOOF —————1. Jul C y -SOH)DIED MOLDING MOUL F $ .8010 Be, DING O ON IN RABBEiTED V •� ON%RABEETTED 6' WL.SHINGLES FRIEZE BOARD ' S ON I1 RBAEBD FTEDDMG /�� N FRIEZE BOARD V2•COX PLYWOOD FO FRIEZE BOARDAEAD W pQ WL. ING Q '- s C �10 SNI— CAS - to EX15T) P< Q (� FTX LDX O.C. rt� ["1 11 e7 22X45e16'OL. 6••• pp F BB/YH.C.SHINGLES O (TO NATGN E%ISTJ K p Y n /2'LDX PLYWOD - O WL.SHINGLES O SMATGI EXI9iJ - t AS NEEDED 10 AL�6N TS T "AD.LST RATE HEIGM a II�/245 a W 0 o AT INTERSECTION OF AND 11A 6UrTER AND IXB FASAS HEEDED TO AL'SHCIA (TO MATCH E%ISTJ D.12 AND 3,12 PITCNE5 AT INTERSECTION OF 6:12 AND 5,12 PITCHES M� 6J O EAVE DETAIL GARAGE rG) EAVE DETAIL LAUNDRY O EAVE DETAIL LIVING O EAVE DETAIL (p BEDROOM SCALES I/2".I'-0' SCALE,1 1/2'-1'O• SCALES In' I'-0' 4 SCALE,1 1/2'=1'-0' V J a � c �D I1 � RIDGE VENT LAP RIDGE VENT GAP OVER LVLRIDGE OVER LVL RIDGE - 2XB RAFTER5 AT BOARD BOARD ' (I)13/4'X 14'LVL RIDGE(NON-51RUCTJ - - (21 3/4•X 9 1/4'HEADER ON WIOX26 STEEL BEAM N 2X NAILER (2)1 3/4'X 14-LVL ST T. W/(21 314'X 4 I/4' BOLTED TO TOP RANGE OF RIDGE(CONNECT TO NON- Al STEEL BEAM;ER 2X4 POST DOW4 - BEAM5TRIX.14•LVLSHED RIWE RAFTER(BEYONOI TO LVL HEADER 8'-0'./- BEAM vU HALGQH) �f II'-I I/4'./- ARGNTELn1RA1 ASPHALT ARCHITELNRPL ASPHALT ROOF SXINSLES(TMEJ RIDGE TO BE CENTERED 5Erv�N ROOF 5HI 6 s frMEJ 5/6'LDx RYWDOD EXIST.WINDOWS AT R16M ELEVATION 5/5'CDX PLYHOOD 1%105 a 16°OL.2XI05 a W OL. si \ 13 1� mcym=L - ca 12 s oc a m TOP OF DEL. / - -. \ TOP OF DEL. TOP OF DBL. /' (21 IUYCHieELGar/Y141.UL Y'2 u L- 20 -A F RATE O BEDROOM RAZE a LAUNDRY PLATE a LIVING 1 1 ^It Ida=s_- - m_e BOARD .- ----- \ 2X650 ON l�351T6�O M' -m do=m wo n_m cc�cnom L1/2,GYP.BOARD cy BOARD ON 1%3 STRAPPING 2xB5 0 16'O.G. ® WL.SHINGLES(i.MEJF.G.INSA. R-30 F G.INSUL. I/2'GDX PLYWOOD ' 12 :' ' :: I"t VP-D D RIR Rx13 F.6!INSUL. ( o LIVING L UNDRY a LAUNDRY - (FL 1U53H/4BELOWT/W D"m - m ry m 4 m Q � ED (2)1 3 •X T I/4'LVL: ... ......-...-- ' .EOIB BED MOULDING - V �rf \/ POST vV(3)2X4 ! 3/4'TIG PLYWOOD I'-0' / 3/4'T16 PLYWOOD L ,V HEADII T/B'A,S20 FLOOR T r/_ II l/B'Ab20 FLGVR ON WL.SHINGLES(PROVIDE 0 (n JOISTS a 16.O.G. JOISTS 0 16.OL. BLOCKING AS NEEDEDI H••, N SUB FL R /' R-30 F.G.1N5AATIOH 5U5 FLR. 5LS RR. R. Fb.INSULATION 0 CC (n e FIRST FLOOR FV SW CONT.LVL RIM 0 FIRST FLOOR a FIRST FLOOR W 3/4'CONT.LVL RIM _ 1X3/I%B RAKE V to TOP OF DBL. TOP OF DEL. - RATE a GARDE RATE a 6ARAGE - LEAD COATED COPPER C we U E%ISTING) Z 1 3/4'X 11 1/6'FLUSH MXWIN5) FLA5HING ON PLYWOOD 0 l V L (( e/B'PL.GYP.BOARD L (J)IST HANGERS AS RELUIRED) CEILING 1 HOUSE WALL 51E1F(OR Z V F I GYP BOARD fC REMOVE EXISTING GARA6E0 CEILING 1 HOUSE WALL L- DOORS AND 2x12 HEADERS ALLMN.DRIP EWE (n N C AND REPLACE Hn NEW K-3 STEEL BEAM vl/2X NAILER BOLTED TO TOP W14X43 STEEL BEAM YV 2X +•' (/t H:i FLANGE OF STEEL BEAM; - NAILER BOLTED TO TOP - VI L' fC GARAGE RANGE OF STEEL BEAM: - ALLMN.6UTIER - Q N PROVIDE BOARD i 1 5/8' PROVIDE BLOCKING 1 We' Y C FL HALL FRAMt� .GYP.BOARD A5 NEEDED ^' EO REMAIN%4REfER TO RAMING FC.GYP.BOARD AS NEEDED - N+ u 0 PLANSR R HEIN 055 TINE AND /-31/2•STEEL PIPE COLUMN GARAGE 1ND FASCIA C O j L� i✓ELDED RATE CONNECTION EX15TIN6 GARAGE N FIELDI 31/2'SIEEI RPE COLURI I y CU TOPOOjIyN(L SLAB i0 REMAIN LDED PLA1E CONNECTION V TOP OF FOOTING IN FIELD) '60I8 BED MWLDIN6 ON 0 00,STING) ISTIN61 - IX RABEETTED FRIEZE _ U EWALLS�B'FOUND. EXISTING 2X4 WALL FRAMING Q TO REMAIN-REFER TO FRAMING HL.SHINGLES PLAN5 FOR NEW POSTING AND I'-LDx PLYWOOD UZ' HEADER LOCATIONS 2%45 a 16-O.L. • EXISTING GARAGE SLAB TO REMAIN XI ILLSN6 5'FOAID. job no. O"llo . O TYPICAL EAVE/RAKE RETURN DETAIL YV/ GUTTER date 01 MAY 2007 SCALE,1 1/2".V-0' scale AS NOTED _ 5ECTI ON C1 5 E C T 1 ON drawn KMw u 5 C A L E: 1/4' . 1 -O S C A L I LP _E 4 - O — - rEV. rev. + A-4 - N ISSUED FOR CONSTRUQION Sm: a of a i Design Schedule ELEVATION Leaching Area Requirements 2 BEDROOMS AT 110 GPD/BEDROOM = 220 GPD FINISHED GARAGE FLOOR 101.1 ADDITIONAL SOX FOR GARBAGE DISPOSAL --NA SEWER INVERT AT FOUNDATION 98.1 -r SEWER INVERT INTO SEPTIC TANK 97.8 PERC RATE = 2_ MIN. / INCH (CLASS ) :<; •;:• ,,.., SEWER INVERT OUT OF SEPTIC TANK 97.5 yy. , ..xx ,�. •. SEWER INVERT INTO DISTRIBUTION BOX 9Z3 LIAR = 0.74 GPD/S.F. 4� !" �K Y&_ , • `\ 'r SEWER INVERT OUT OF DISTRIBUTION BOX 9ZI MIN. LEACHING AREA OF S.A.S. AREA ,x 0 SEWER INVERT INTO LEACHING SYSTEM 97.0 •h�` Dt / BOTTOM OF LEACHING TRENCH 95.0 220 GPD/ 0.74 GPD/S.F.= 298 S.F. MIN. �:'` , a ."• r 28,307� f SQ. FT,-, WATER TABLE+ NONE OBSERVED AT 85.0 .� � ,, r�, p• ` ;.> tY f� f= '� °r� 0' +/ Aff PROPOSED SYSTEM SIDEWALL (28'+6') 2' x 2 = 136 S.F. :, • N. r. ' •, ,�" BOTTOM 28' x 6' = 168 S.F. 93,3 - �' °� -97 0 97,E '�'' ABANDONED LOCUS MAP SCALE: 1" =2000' � � / WELL q� i / / x 96T r . � x 7. 79 � x 100.8 `\ III v 0,0 TP f2 i �� i 9910 X-j CO ,�� �� ��� i �� �S, ZONING DISTRICT. RPOD, RF, AP i Dc� 1b�' BUILDING SETBACK REQUIREMENTS 99.7 O. FRONT= 30' SIDE= 15' REAR= 15' 1p /� �� i x 97i 98, I TP , ,� 0 0.16 9P.00 LOCUS PROPERTY IS COMPRISED OF: 98.49.E 1 x i ASSESSOR'S MAP: 19 PARCEL 35 x 101,4 PLAN BOOK: 94 PAGE- 47 dy ' i 99 97.55 98,17 g / .� 9 �� r\ COMMUNITY PANEL NUMBER 250001 0021 D S$ ��/g� xi94.9 ��` , 6. 9 �i ���` RETAI IN(�, /�// x 1 .5 �� \\\\ 1 ( ' \ F.I.R.M. MAP ZONE C 1001 x Y01.1 L4 x 01.7 / �\ 11 103,3 .�t� � x\\102. P6� 1 11 77 �'o� `�� x 101.4� ol.s y o x 1 `\ �p� p�7. �'Fs WASHED SIONE:.•..;;,z ., 101.4 A ��y \ '� /A Off• 4. x 9 y `� , ` ';;<'• �;--:?.1�} •..♦ .r -?;•r •si. ,:.�:'- cn \\\ 101, �� 102.3 x 102.0 ny O� 1 ;•t Nx'1':.�'•.a•-��.: _,�•_•;gs'�•;,4,�•'� 3'"f,'�,'d GENERAL NOTES 0- .1 \\ 10 cri°' \ GAS `\ •1� f" "1 E1ER x .' `> `. � �� 28 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 0.0� PLAN OF LEACH CHAMBERS WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995 do ANY LOCAL RULES APPLICABLE. '► N.T.S. s •�Qy x rz x 1. `; •' \r''�•x�0 pc -,��`�'� , ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY \ x 1 6 x 101.4 •`��> �Jz�\ :''' C8 BENOWARK 5� 66� THE DESIGNING ENGINEER. x i L4 --�\,� 101.1 �,•_ EL=100.0 /1 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIRING, 99 _X s. _____�- 100.0 6' NOTIFY THE ENGINEER dt BOARD OF HEALTH AGENT FOR 9 ,s ,. X' 9 \ FINISHED GRADE INSPECTION. X 99A lb 9 3 361MAX. A'MIN. COMPACTED FILL ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' PVC, SCH. 2 -- - - -_ ------------------ ----- x 99.5 �. �s.4 __----- ------ .- - r \� '°o� - - PEA STONE OR FILTER FABRIC �� EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL 98 ` \\ 98,4 O �� `\`\ .5' ° i a O .. •• 3/4' TO 1 1/2 ' SURROUNDING THE LEACHING FIELD FOR A DISTANCE 9I1------� -- s ; ,; •'' DOUBLE OF 5', PER 310 CMR 15.255. WASHED STONE 97,3 99.0 , �x 97.E $• 7.5 \ y ` • 97 --- �� P I \ 0,00 0,0 PRIMARY BENCHMARK : ASSUMED f g � �9' J SECTION PROJECT BENCHMARK SEE PLAN 96 __ x 96.4 R�• 5 �� N.T.S. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND --- N.T.S. SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY A=8 • $% R 0 Y. PLASTIC LEACHING CHAMBER DETAIL COMPANY PRIOR TO ANY CONSTRUCTION. l 165 Crockees Neck Road .0000 Cotuit, Massachusetts x A� PREPARED FOR 4� Rya. s8 Gary J. Peters TITLE Septic system Design Apartment uest A a/G SOIL LOGS DATE: 10/31/C)7 Gara 9 / P FIMSFED GRADE VARIES P-11,99E TYPICAL SYSTEM PROFILE ENGINEER: BOARD OF HEALTH AGENT: BAXTER NYE ENGINEERING & SURVEYING Q CONSTRUCT ACCESS SIEVE WILSON,P.E. DONNA MORARDI FINIM GARAGE MANHOLE OVER INLET FLOOR EL = IOU' : . 6 TO AT LEAST NOT TO SCALE TEST PIT 1 TEST PIT 2 TEST PIT #3 TEST PIT #4 Registered Professional Engineers and Land Surveyors WITHINFDwM GRADE OVER TANK = i000,± G.S.E. = 96.0 G.S.E = 96.0 G.S.E. = 96.7 G.S.E. = 99.1 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 ' MADE OVER A Box = l0a41tCD FDVISEED GRADE OM Phone- (508) 771-7502 Fax (508) 771-7622 11 LEgCNDIIG = 99.0-i00A 0 SANDY LQAM 0 SANDY LOAM 0 SANDY LOAM 0 SANDY LOAM iN Of s�, 6`AP 10YR3/1 8"Ap 10YR4/1 7"Ap 10YR3/1 6'oAp 4' SCH. 40 PVC FIRST 2' (TO BE LEVEL) 10YR3/1 �-tom (TYPICAL) 4' SCH. 40 PVC 9 (min) Cover •owF 36' (max) Cover 9 SANDY LOAM L3 SANDY LOAM B SANDY LOAM B SANDY LOAM Py O io. CI S o.U0216 BAFFLE SUMP 10 YR 6 8 10 YR 6 6 10 YR 6 8 10 YR 6 8 20 0 20 40 M 4 SCH. 40 PVC Mayer 1/8'to1/2' 20' / 19' / 21' / 20' / o GIs-Irk -'''' Pea stone LEACMNG SCALE I N FEET `S- IIOU ll t.:: MEDIUM SMID C MEDIUM SAND � 6 CRUSHED Slope = 0.005 Cntn ) C C MEDIUM SAND C MEDIUM SAND CD CONCRETE•.. N V. TaNE 4' PVC 132' 10 YR 5/8 132' 10 YR 5/8 132' 10 YR 5/6 132' 10 YR 6/6 SCALEd'=20' DATEr 11/9/07 nxrnm PERC 0 56' PERC 0 60' REV. DATEr REMARKS r 1500 GALLON SEPTIC TANK RATE _ <2 MIN/IN RATE _ <2 MIN/IN TO BE WTALLED ON A LEVEL STABLE BASE EL. 9651 MOTE' A FIBERGLASS REINFORCED PLASTIC OR DISTRIBUTION BOX 5' MINAy ; MAIM NK PO-YETFLENE TA MAY BE SUBSTITUTED TO BE INSTALLED ON A LEVEL STABLE BASE No Groundwater Observed a. 89.7' HI\2001-111\surve \worksheet\2001-111w6,dw 0 Job # 2001-111 o � Leaching Area Requirements 1 Oi�irM Design Schedule g q fti x ELEVATION FINISH FLOOR ELEVATION 103.7 - ,, ,'•:; �.., - `: -` \. a.���,.,F. 4 BEDROOMS AT 110 GPD/BEDROOM - 440 GPD ' ,� ., .., �, :. ? ` g ► _ ,,_ ;. FINISHED BASEMENT FLOOR " , a y ; ,{ "'W.dA r•l•, 10� �..•. '� r!' ro ..�7'+„'I�a i.1': A'` ,.,..ty.r = ,1+,«s . FINISHED GARAGE FLOOR ADDITIONAL 50% FOR GARBAGE DISPOSAL __NA__GPD r - = SEWER INVERT AT FOUNDATION 9911 SEWER INVERT INTO SEPTIC TANK 98.9 PER( RATE _2_ MIN. INCH (CLASS ) . ... , �t i 21 .. �i{EO';►ki!"'� '. +y'i , �`'-.^!i'*r f \W`a�i''.+.4.yr.;,, +e ., ri`ly ,. , ,.. ,' SEWER INVERT OUT OF SEPTIC TANK 98.6 = tw, �• ,`mot "�;.wa.yr;' er L TAR 0.74 GPD/S.F. ,a�w I ', ,.� SEWER INVERT INTO DISTRIBUTION BOX 98.4 1 j v_ '1�,YM1 .. - '�` � t'`•;T . nx:.f. S:r . ar,:.� q .:'La SEWER INVERT OUT OF DISTRIBUTION BOX 98.2 ' `"' " '} b au p MIN. LEACHING AREA OF S.A.S. �� !-,Op ` ~,r, M1 LOT AREA SEWER INVERT INTO LEACHING SYSTEM 98°5 , • Dc Dc BOTTOM OF LEACHING TRENCH 9b. 440 GPD/ 0.74 GPD/S.F.= 59b S.F MIN. ,r ,? _14• + -, !»•t:a ;'ti=�ti °-.1 .;A 28 307+/- SQ. FT. 5 , ,. u, ,�• , c� 1� 0.65+/ ACRES WATER TABLE; NONE OBSERVED AT 89.7 --•. ' , �w� ,r PROPOSED SYSTEM SIDEWALL (35'+12') 2' x 2' = 188 S.F. ' ✓I y; ��, BOTTOM 35' x 12' = 420 S.F. ; , 3 LOCUS MAP SCALE: 1" =2000' g y.r CONSTRUCTION NOTES: r r ,g°' �� 0 1. LOCATION AND INVERT OF EXISTING 'SOIL PIPE IS APPROXIMATE. D� + .�j p t j �� � '� ti�� FIELD ADJUST LOCATION AND ELEVATION OF SYSTEM TO ZONING DISTRICT: RPOD, RF, AP ci. . CP 7T � h�C y�, AS ACCOMMODATE EXISTING PLUMBING. 5 r.� r, j 3 ,#a •� O� ' O. 2. CONSTRUCTION OF THIS SYSTEM MAi REQUIRE MODIFICATION BUILDING SETBACK REQUIREMENTS OF EXISTING PLUMBING. FRONT= 30 SIDE= 15 REAR= 15 v' x 3. EXISTING CESSPOOLS TO BE PUMPED AND REMOVED. LOCUS PROPERTY IS COMPRISED OF: 4. EXISTING WELL TO BE ABANDONED AND CONNECTION MADE ' O • -� y�.� ASSESSORS MAP: 19 PARCEL 35 sz , TO TOWN WATER. PLAN BOOK: 94 PAGE: 47 , ,< 9 7 � ! n` r- COMMUNITY PANEL NUMBER 250001 0021 D F.I.R.M. MAP ZONE C 101 f Gry r1, 'G� ; f2.5' 30, 2.51,, i- •.w .•, �F ` '�,N'�.c tip, -1.62 �` 0 pp � ' '•`'='�102 1-1.5" WASHED STONE a:::;; ' ��f yoG F,,o _sy 4\01 10p 0 � :.' +�.•, w GENERAL NOTES I E LOCATION OF EXISTING SEPTIC SYSTEM BASED ON INSPECTION 6 ;', REPORT. rn �_ } O • V I� ' ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE q Q Qo /y :�; 5� 35-f PLAN OF LEACH CHAMBERS W995 &ITH LANY LOOCAL RULES APPLICABLE.F THE STATE SANITARY ODE DATED MARCH 31, r ( r / ,. ^^ ^O �t 1 00 v 9�oy 5, � �. N.T.S. c�lril r lat. '`({; �� / �u ° ,�' �• . ROVED IN WRITING BY BENCHMARK GJa� r0 p i ._ THE DESIGNING OENG ENGINEER. MUST �3� APPROVED •� CB FND. ° cra.; '�� M -- - - "" ,; lra�),u .--�. EL.=too.o WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIRING, _ 12 - NOTIFY-THE ENGINEER do BOARD OF HEALTH AGENT FOR - l 20v.v J.i }�:� 100.-: __.._ ._ .- '• t:�ci.. _ FINISHED GRADE INSPECTION. \ \ \ \ \ \ \ \ \ \ \ \ \ \ .�, 6$ EXISTING „ \/\/\/\/\/\/\/\/\/\��\/\/\/\/ COMPACTED FILL " � PROPOSED A� •� ' " CESSPOOLS 36 MAX.- 9 IN. / / / / / / / / / / / / / / ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC, SCH. j /\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ 40. %WATER � _,' _..: i�� '�- !i�,r, ., (TO BE REMOVED) �p 2,t PEA STONE • . ... 9 -5 a. 3/4' TO 1 1/2 ' 4. EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL „ a .' - �L„ G P `, 3 .5 Q SURROUNDING THE LEACHING FIELD FOR A DISTANCE �.. 4 ,... DOUBLEVL OF 5', PER 310 CMR 15.255. WASHED STONE PRIMARY BENCHMARK ASSUMED �, C1 PROJECT BENCHMARK SEE PLAN 5 �� SECTION 9g '' ' LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 89, N.T.S. V. SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY ra=$4' t , 9 R o G '` PLASTIC LEACHING CHAMBER DETAIL COMPANY PRIOR To ANY coNSTRucTION. M:. `, R.31 4. 6a `, G '' P�-�HOF/yysn NOTE: CONCRETE LEACHING CHAMBERS MAY BE SUBSTITUTED TEPHEN 9c�N ��, - FOR PLASTIC CHAMBERS UPON 'APPROVAL BY DESIGNING I m ENGINEER. i 165 Crocker's Heck Road o.3 218 94,8;� �H of o,�F'GIs ON COMPLIES ,... I CERTIFY THAT THE PROPOSED CONSTRUCTION Cotuit� Massachusetts � oZ COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE 9 1 g4 86 � AND SETBACK REQUIREMENTS AND IS NOT LOCATED A� 6g fc�s�� WITHIN THE FLOOD IN. PREPARED FOR ! DATE: '�- +�- 2 R.L.S. GaryJ. Peters OFFSETS SHOUL NOT E USED TO DETERMINE LOT LINES. TITLE Septic System Design SOIL LOGS DATE:8/8/02 a FINISH FINISHED GRADE 102.0't P-10,287 '- FLOOR EL. = 103.7' TYPICAL SYSTEM PROFILE ErrGnvEER: BOARD oFHEAIaTxAGENT: BAXTER NYE & HOLMGREN INC. o STEVE WRMN,P.E DAVE STANTON NOT TO SCALE TEST PIT Registered Professional FINISHED GRADE OVER TANK = 101.7t G.S.E. = 100.7f Engineers and Land Surveyors 07=1FINISHED GRADE OVER D. BOX = 101.5't 812 Main Street, Ostervllle,MA 02655 0 FINISHED GRADE OVER LEACHING SYSTEM 0 SANDY LOAM 8•MIN. A p Phone-(508)428-9131 Fax - (508)428-3750 4' SCH. 40 PVC •p,r,,> ,. FIRST 2' (TO BE LEVEL) 6" R 3/1 Ln (TYPICAL) 4' SCH. 40 PVG 36'<(Max) Cover 10 Y PVC OL2' (Min) B SANDY LOAM 0' CI TEES AS BAFFLE SUMP .v 4' SCH. 40 PVC a CONSTRUCTHOLE ACCER ESS 2'Layer 1/8'tol/2' 14" 10 YR 6/6 20 0 20 40 a TO TANK TO AT LEA T. :•. _ Pea stone LEACHING CHAMBERS SCALE IN FEET � WITHIN 6 FINISH GR EINFORCED CONCRETE... 6' CRUSHED Slope = 0.005 <Min ) C MEDIUM SAND STONE BA SCALE 1 ' DATE. 09/13/2002 FO07ING ---.;_,-+.-•- r O O O O 20 .' :•.;. •. ..•;::.. :...�,_,..,,. 4 PVC 132" 10 YR 7/6 O O 0 REV. DATE. REMARKS C\jO • O O O � PER( ® 54" 4-3 RATE _ <2 MIN/INEn col o EL. 96.5' 3 w 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE R 000�e No Groundwater Observed El. 89.7' H:\2001-111\surve \worksheet\2001-111w5iclw Job # 2001-111 CD CU r I