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HomeMy WebLinkAbout0204 LONG BEACH - Health 204 Long Beach Centerville A = 205 — 005 r TOWN OF BARNSTABLE LOCATION 'L04 LONG 13EA6A ROAD SEWAGE# Z018-010 VILLAGE C.GN-rE2v1it_E ASSESSOR'S MAP&PARCEL 2oS-- ®D INSTALLER'S NAME&PHONE NO. GwtL zr Sko., LL,- 774-1117-73$o SEPTIC TANK.CAPACITY 1500 LEACHING FACILITY.(type) STopq gst� (size) NO.OF BEDROOMS L{ OWNER M. .I)Aw1EL PA.c,ICARD PERMIT DATE: 1-11-16 COMPLIANCE DATE: ( -77 Separation Distance Between the: °t Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S,p Feet Private.Water Supply Well and Leaching Facility(If any wells exist on ' site or within 200 feet of leaching facility) NAA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300'feet'of leaching facility) Feet FURNISHED BY M►c RACL z TAKAe_A LoOG- [iEAcl1 ROAD 4 5 LEAcN FiEe.D 3 • 6 A N 1. ►s z6 4 O 3 •32 Z-7 4 4.5 43 s 43 sz.s � A 6 Zq.S 41,5 4;�, ��• pNfiL1.iN tr .r N :l N . 0 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: jZ,,0` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21ppliLatlon for Disposal *pstrm ConstrUttion Permit Application for a Permit to Construct Q<) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2,®4 Owner's Name,Address,and-Tel.No. Assessor's Map/Parcel ` Installer's Name,A dres ,and Tel.No. j Designer's Name Address,and Tel.No. �1'�—� MIA Type of Building: Dwelling No.of Bedrooms g Lot Size (3� (Q sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4HO gpd Design flow provided y149 gpd Plan Date 10 In I 1"� Number of sheets Revision Date Title ...t:k?fi t-) n q - a..� Size of Septic Tank 1 Type of S.A.S. Description of Soil 6— 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 described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. C J--�+I, Date Application Approved by Date / Application Disapproved by Date for the following reasons Permit No. i Date Issued Fee / `° �• T_HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTHDIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitatIon for Mispo$al *pstem Construction Permit Application for a Permit to Construct(e) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2-0W Or q a_C Owner's Name,Address,and Tel.No. � Assessor's Map/Parcel � �j �J Installer's Name, 'drees/,and Tel.No. / _ ter— L1 Designer's Name,Address,and Tel.No. ��✓Lc'� y, Jb�Y� �1�^� I a °" u'` �p .9v4 ptv�e.rr Type of Building: Dwelling No.of Bedrooms Lot Size R ,(o(q rj sq.ft. Garbage Grinder( ) Other Type of Building S i r•.e,W _T:L A k L4 . No.of Persons Showers( ) Cafeteria( ) J � f Other Fixtures 4 Design Flow(min.required) L414 0 gpd Design flow provided w-W gpd � i Plan Date 1 C) 1 1-1 (171 Number of sheets Revision Date Title -k-2 U H Lys Ze., A '',Size of Septic Tank J 00 cam, Type of S.A.S. Description of Soil (>> " ' • ` 1 a CC Nature of Repairs or Alterations(Answer when applicable) ? Date last inspected: Agreement: The undersigned agrees togensure the construction-and maintenance of the afore described on-site,sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of r Compliance has been issued by this Board of Health. v S`i .ed Date Application Approved by 1 Date J b-3 ) S-- ` Application Disapproved by a Date for the following reasons Permit No. l p Date_Issued S --------------- ----------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(x ) Repaired( ) Upgraded( ), Abandoned( )by at (V t tQ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No,,5)l19''D)0 dated Installer�� '!'ja,k„1, �Crx ti-.S�c,nn (.t.L Designer 'C)pW #bedrooms y Approved design flow gpd The issuance of this permit sha 1 not a construed as a guarantee that the sy tern will tti I n esi ed. Date Inspector -------------------------------------: ----------------------------------------------------------------------------------------------- No. / V 0 Fee Q THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Nsposal *pstem Construction joerm[t Permission is hereby granted to ConstructtZLA., Repair( ) Upgrade( ) Abandon( ) r System located at �� e �V1 Land as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with tle 5 and the following local provisions or special conditions. ovided:Construction must be c2p, leted within three years of the dateof thisCermit.ate 6 Y Il��271 Town of Barnstable Regulatory SeMee5 Thomas F. Geiler,([Director * BARNSTABLE �$p ,�� Public Health)[Division 15 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&I[Desiggr Cerlificationn Form ](Date:.J 1(-7 lie Sewa e permitt# 0/Qsessor2sMapTarce1-2-0J5 .5— Designer: D 0 WN CAM 'IBC I NM NC,1 Rt. Installer: r--A M A !M N 5 Address: q 6q PlT 6 68 Address: C.0. 1OX q-22 YMOO F1 PO I-1. MA b I;N N 1� MIZ 09T I MA Ozol On was issued a permit to install a (date) (installer) septic system at 20q- LON(a 15WH KD, Ct;NTF�U I LLf . based on a design drawn by (address) DAME. A. QJALA 0 re., PI.S dated I �ZZ`10 (designer) VI 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 Regulations. Plan revision or certified as-built by designer to follow. N OF hA,gss�c •DANIELA: o OJALA , (Installer's Signature) CIVIL No.46502 1 " ( �� f 1 v ASS/ONA1 ECG\ (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO ]BARNSTABLIE ]PUBLIC BEALTE1 tD][VIIS][ON CERTWCATIE OF COWLIANCE WILL NOT BE ISSUM UNTIL BOTH THIS )FORM AND AS BUILT CARD .ARE JRE,CEIVIE]D BY THE BA1RNSTABLIE PUBLIC B EALTIH(DIVISION. THANK YOU. Q.Health/Septic/Designer Certification Form 3-26-04.doc W v` DOPU Mnt afRegtilatazy.SerdM ,s Public Reallth.ML-Ion Date 10 z / MASI a h 200 Alain Stale[,Flyanais MA 02601 DateSeheduled 1611(P/Z 7 ,.Tama Suitability Asse�smentfbr Se 6 DI 93posal ftformed-By. '`Q u \l® {Cc t Witnessed Sy: LOC A'['JC®14T,Q&G '" +'• ':F•'-!_` � I LoeatlanAddress 7-011 I-oli t a�Ga".- OwneesNsme 10aGI C e�fiG✓ C Addzcss Am=soea Map/F=rL• 2-06-IS Eoginmer's Namc O W•1 Ca�1 f NEW CONSMUOTION 1< REPAIR T."hom4k SOP 3G d p T 5 y Land Usm: e ltA iA it fi ! Slopes(9b) ` ' Sad'aco 3toncs �1! •'�,t� t Dista Cd:ftm: Open WaterBody—� t PossiWo Wet,Aren DrinkinswaterwcII Lv x DraIhAgD Way (W C ft Froperty Lt.. ft Otber ft. SJMTCHI(Stmetname,dmensioas of lak exact Ioc UMM of teathales&peal testa;locates wethmds�n pmRndty to boles) i - oa t� S5 Patent materiai(geologic)�U1�� _ f�� Depth to 9sdr4c16 y��f DepdrtoGro-dwater.StandingWamrinHolm: �/a WeepingflnnlPltFs= Bstlmnted Seasonal High Oroandwatet' DEMEMWATION FOR SW ONAL HIM WAT-Bg TABLE. AQadtadUsed: . Depth Observed standing inobs.hole Iq, DmptU,lnsglltapttlmst In D=to heopingfmm side of obs,holm s _ _Itt. O1DLLIldwatOl ladf lldtfliOIIt Tad-Wcll# RcadingAnte; lad zWo1116VOI-Z Adj.tU16P..•,,,..,.._ M..GWLJlldiYstelLaV9l— +]E$Q'8a�,pAll' 11' E'`]f` Timm Hole# - DepthafPam. c� � TimeAW Stat Pre-soak Tlmm@ End Fro-svnk RemMSoJJnch (Si WitO`✓` tVl BiroSnitablstypsamasmmnq S1WPgsacil— V-*," Sitpkl=ilctL AddltionalYest�gNneded(Y/!� Original:FnblWHeaMDlvlsloa Obser dUanHolpDataToBe Completed onBack **'a°U pe�colatzbnt test Is to be conducted wztbM I00'mf WefhMd,you A7=t fWBt notify the; J3ax�ble Conservafion Dili zon at least one(1)week prior to begkuimg. QAS PMW.SRCFORM.DOC Depthlrom SoilHorizon SailTexture SdllColor Soil.. Other (Munsell) Mottling' (Shuctaro,Stoacd;Boulders, a i•tnry.�6�rir3Ve11 Hole# _ Dopthfmm SollFrorizon SoilT=Wrr. Sell Color Soil Other Sub=(in.) COSDA) (Human) Mottling (Structure,stands,Boaldefs. onsis m 90 Grave DEEP 0139MVATION ROLE LOG 0 Dcpthfmrd SoilHarizon Soil Texturr Soil Color Soil Other' Smfact(in.) (USDA) (Mansell) Mottling (Struchgv,Stones,Boulders. iCarsgizngy, D n Dapth from Soil Horizon SoilT"fard Sell Calor 5011 Other Surface Cie-) (USDA) (Mansell) Mottling (Structara Stones;Boulders. Ca si tort 6 y Y+loodTnsaran�Rate'1C2ap: Above 500-yeai^fload boundary No x Yes- 'Wilton 5o0 yearboundmy. No +_ Yes Pam• Within looyearfloadboandary No, 'Yds Y7 enth of Nai�xxaYly�ccarrin�Pervious Materiel ]Does at least four feet of naturally occurring pat o al exist In all aretis obsct'ved throughout the area proposed for the soil absorption systom' If not,What is the depth of itaturally occurring pervious matarlall Q ertifxcation I certify that on (date)I havepassed the soil.evaluator e7taminatibn approved by the Department 01-- r rlmentalProteodon and tharthr, above analysis Was.porfbrmed byma cousistentwith . the required training,expertise and experience described in�10 CUR 15.017. i v TDatr;��• • Signature ' Q:44.EPT'ICQ'1?kCEtOI.1M.DOC • No. 2� �D' / Fee .0v THE COMMONWEALTH OF MASSACHUSETTS Entered inc puter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pprication for Misposal *pstrm Construction 3permit Application for a Permit to Construct( ) Repair(V) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. Oki L ,wi :Kae_� R Owner's Name,Address,and Tel.No. $& Sam &009,c r_ekTe.rw11-,c 1�ci,�G 9 6 ArTI S 77 mA&% f-1 Sui`Ir l IS 1407104 MA Assessor's Map/Parcel —VU ^11 q5t OIL I XVZ— Installer's Name,Address,and Tel.No. W Designer's Name,Address,and Tel.No. uw;!!Aw s7 W Cwpt-iRbI< 7&aZ� Type of Building: Dwelling No.of Bedrooms [MrLot Size sq.ft. Garbage Grinder( ) Other Type of Building I4&P ►z 1j6jJam_No.ofPersons � Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank ep Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)RC p)aet old Qc7 w iR,,_ D-�c �� 6a l-e-7 Ltn,c, 7m Me- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code not to place the system in operation until a Certificate of Compliance has been issued by this Boar Signed Date Application Approved by > Date Application Disapproved by Date for the following reasons Permit No. 2-o Date Issued No. L.01 ! Fee hcoo THE COMMONWEALTH OF MASSACHUSETTS Entered in'coinputer:,i PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplication for Disposal 6pstpm Construction 3pPrmit Application for a Permit to Construct( ) Repair(16 Upgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No. LQ n Daa C� R D Owner's Name,Address,and_Tel.No. 'jp,11 Sptro c p0K e ccanT �ve'tl.c 7 6 G ArT 6"77 ►metiv% St 'C Assessor's Map/Parcel lv �00 14 , q„� �+9 h A Installer's Name,Address,and Tel.No. 71!?~ t' v*jy Designer's Name,Address,and Tel.No. i�fGW ,r C �N�j AA I [ Lt GAR _ G - 7 '7"7 Type•of Building:" Dwelling No.of Bedrooms U ! Lot Size sq.ft. Garbage Grinder:( ) Other Type of Building M a� _�i l�.„/,., IVo.of Persons Showers( ) Cafeteria( ) Other Fixtures j Design Flow(min.required) !y yr"_ gpd Design flow provided gpd r Plan Date * Number of sheets Revision Date Title i° Size of Septic Tank jroc, opt I Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)Rp p},%c. pl� ('). [3c-,y W,7I,.,r? L3 r - ��� !y.�7� t i rat ? � /�►• 41�Dte last inspected: } f ' ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 't accordance with the provisions of Title 5 of the Environmental Code d not to place the system in operation until a Certificate of Compliance has been issued by this Boar ,of Health.__ Signed4 Date - Application Approved by Date -•� r Application Disapproved by Date for the following reasons Permit No. 20 11n —0-7 ) Date Issued THE COMMONWEALTH OF MASSACHUSETTS Alr Pe BARNSTABLE,MASSACHUSETTS p� x Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by ,r a"wx,�)t1 at a&.t /_.*R.t,r,R ReAe- + AD � has been constructed in accordance with the provisions'of Title 5 and the for Disposal System Construction Permit No.2o/1-07)--dated 3 Installer Designer #bedrooms 1? Approved desjgn flo, j),4 gpd The issuance of this e : rt shall not be construed �� as a guarantee that the s stem ill futibn as desi ed. P g Y l� Date 1 Inspector - - ---------------- -----------=---------- - --------------------- - No. 2-0 t 7 Z Feed. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction VPrmlt Permission is hereby granted to Construct( ) Repair( ) Upgrade( /) Abandon( ) System located at �n,l s rs R ezxC � R D C eM l e r y f fY" "7 A 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 permit. , Date Approved byV" , Message Page 1 of 1 Wadlington, Ellen From: McKean, Thomas on behalf of Health Sent: Tuesday, October 20, 2015 11:14 AM To: Wadlington, Ellen; Stanton, David Subject: FW: Report from Wind River on 204 Long Beach, Centerville, Arthur Sansom -----Original Message----- From: chipbloser@aol.com [mailto:chipbloser@aol.com] Sent: Monday, October 19, 2015 5:27 PM To: Health Subject: Report from Wind River on 204 Long Beach, Centerville, Arthur Sansom Hi Ellen! As we discussed on the phone on Friday, below is the email and attachment I received from Wind River regarding the repair work they recommend on our septic system form 204 Long Beach Road, Centerville. Please confirm that you have received it and were able to review the attached report. I look forward to you forwarding some recommended names of people who will do a good job on theses repairs that will be up to your standards. Let me know if there are any problems or you need anything else from me at this time. Thank you very much! Best, Arthur Sansom 1050 Erie Cliff Drive Lakewood, Ohio 44107 (216) 228-4448 -----Original Message----- From: Durkee, Elizabeth <edurkee@wrenviron mental.com> To: chipbloser<chipbloser@aol.com> Sent: Fri, Oct 16, 2015 1:49 pm Subject: FW: CSC Scanner Elizabeth Durkee I Residential Systems Advisor I Wind River Environmental 577 Main Street ( Suite 110 1 Hudson, MA 01749 P: 978-841-5063 C: 978-265-3781 ( F: 978-562-7255 edu.rkee@wrenvironmental.com I www.wrenvironmental.com "rN%f&0?i MENTAL Your Septic,Grease and Drain Sewice Experts! From: csc-Konica@wrenvironmental.com [mailto:csc-konica@wrenvironmental.com] Sent: Friday, October 16, 2015 2:25 PM To: Durkee, Elizabeth <edurkee@wrenvironmental.com> Subject: CSC Scanner 10/20/2015 Work Order #1 0217045038 _ _ _ Customer Since 10/28J2011 WRE Internal Comments Cust# 170933 Tech Comments - — -- 09/18/2015 EVAb/Jattin g pumping at .16 gallon 9/8/15 Narked property for dig safe for system �eaumo scruvri filar it naadad ports if ncadgd GONE I will email him all the info to sign heAaaluation on 9110115- Gig aiafa#20153703538 (HDjr) livo out of atatu CC an fila (aa) 06/25/2015 Service 1000 Gals; COVER LEFT BIL&YAPSit LITE DSit33N(�/ No Alt#ji r System Gevn"_r 1 5ystem Location Saneom Brooke & Art Primary dome f 204 Long Beach Road 204 bong Beach Road {' I Centerville, MA, 02632 ' i Centerville, MA, 02632 (216)-228-4948 x (216)-228-4448 x i Sansom Brooke COLS aPPr'o:' Gal. Custon Clean 1000 Customer Home NO Location Comments 4" Zabel Filler System 1-ype Standard T5 Frequency Previous Service 0910SJ2015 Service pate, Build Up _ FRI 09/18/2015 09:OOAMfaepth Below�radc Location Diagram 0 Services Tech Name:� Frederick SmV �^4 C-(C'.,.• i _-._......,. __Description Quantity Unit Price Ext Price t System Eval First Hour i 1 240.0000 $240.00 Fuel Surcharge Residential -,)- 19.5000 $19.50 0%- Oust-clean Puuping per Gallo* .1600 3 f t ,_ �3 SuEatofiai rtax $2.59.66 J / L Totni $0.00 Tank Observations Potential Solutions: — ---- Payment Details G 5yst m Operating Fine We suggest these 4 keys tokeep your system'healthy: Pay ,ent Ty(t�. 1)Regular 5ery c ng 2)Bacteria Boost°at time of service Credit Card 3)Use Wind River Bacteria rldri rv3 -- �Sansigrt a 4 Use a filter Card 4 rExcessive Solids Utilize�'✓ind River Bacteria Aadrtrve — _l{;envy Sludge Intro uce additional bacteria via Wind River Boost Prooram "� Security On File Utilize Wind River sacraria Additive # Exp.Date OnTile�. _ i JTee hlis,irg!Hr_rkpn Reaair/Re iece Te. e __ _..-.. I l high Liquid Level Cauld be an inditatfon of system itj hydrauiac failure Suggest a system evaluation and/or a custom cleanin Terris: _ g Due on Receipt tall the of f ice as:eon as possible at 978_4(,5017" Distribution Box Issue We cbserved the following issues: - N:issino Filter—___. !Use of a filter ^s one of the 4 keys:tts k--ping_yaur sy� em""henlrhy r .Gthet - GCt f f The observations and solutions identified moyy require additional treatment.P(edse call '5-`. our Customer 5olutions Specialist at 978-841-5017 for additional information,or coil our Customer Service line at 800-499-1682 with any questions. ech t\ t : T o c L' r) 71 lam! jj Remit Payment to: 577 Main St Suite 110, Hudson, MA 01749 Time Arrive Time Left Tech Znitirls nat - —:.- - Customer Signature .: WC) Y)7 r• Accounting Cony pav 2/09 { a ' page 1 of l ABA' 1 4 https:HwNvw.then aturaIhome.con /img/infiltratorhouse..jpg 10/1,6/,2015 -' x: - --- --- s,.... a GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL el'-B BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 24'-10' 32'-D' 8,-0' 16'-l0° 3.CONTRACTOR SHALL VERIFY 2'-9' 10'-6° 0_2° 5'-s° 6'-Q�2 II'-5' B'-6• 6'-C�2 12'-IQV4' 3'-III" ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. B 4.CONTRACTOR SHALL VERIFY A.5 ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR C A ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO A.5 A.5 THE ATTENTION OF THE Dr. DESIGNER. REVISIONS B 0 2fifi3 .3068 9L D I LI— r ° DW 4'-�4 13R � . T * NEW a EDGE OF NEW ANEW TS 4'x4'x25' - '�T^'"" WA LL "i iBE ROOM 2 COLUIM DN. TAR c O _ ® I INSULATED c g 3068.9L ip u I I c 31PANrnY i i B N3Ew+ B NO. REVISION DATE �tv D 9ENCH 0 COPYRIGHT 3 NORTHSIDE HEREBY EXPRESSLY RSERVES ITS REF 1 iv WET BAR � _ COMMON LAW THESE PLANSNS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR clos_ILE'1, FIREPLACE 'I' _ MANNER WHATSOEVER WITHOUT FIRST 7�_31 0-7Y2 OBTAINING THE EXPRESS WRITTEN m xosa w 54' x • — -------------------- SENT OF NORTH51 PERM15SION AND CON OE T 4'25• TS 4 x4'x25' DESIGN ASSOCIATES _ O O LINEN O �„ .7.7: COLUMN ON' COLUMN ON. m�I I- O IN N. QII EXISTING BUILDER D NEW l`2y4$AT} € I FAMILY RM. BATH NEW II '? .......................................... ©ABV. p _ � DINING I 1° PROPOSED PATIO m NEW o ELEv.=u.D 2R n ° BARNACLE ' . TS4°x4'x25' 'I-- ———————— ———————————- - _I 2488 j NEW COLUMN ON / \ - € HALL � / OB a 1O ` - 063 OA OA \ = DESIGNER: IN5ULATED 3 . I_S•L• n —————-K' ———— — 4'-412 -4' / NORTHSIDE / \ 2468 ' I'-H44' I I / \ DESIGN 0 / Aay. \ K A / Aev. Q ASSOCIATES OUTLINE OF OLSTINCTIVE RESIDENMLB COMMERCIAL DESIGN OVERHANG ABV FWG1 064q 141 MAIN STREET-YARMOUTHPORT•MA MOS 9'-4 9'-43/4' 4'- (50R)362-2210 (5oB)362-9.2 NORTHSIDEDESIGN.COM n4rtMidel@mmmtnet ' D C PROPOSED A. A.5 ° DECK STRUCTURAL ENGINEER: � z3•dx4aa• � TAYLOR EDGE OF NEW RETAINING WALL DESIGN LLC B A.5 EDGE OF NEW STAMP: RETAINING WALL A ,I' A.5 3'-0' 4'-O' 3'-II° 4'-T�4 4'-`Y2 8'-1CY2' li,-e° 4'_*2' l0'_I1• 9,-6° 9,-0° -0" 1_Oy2° ' � y_ PROJECT: PROPOSED 25'-2° 29'-5' 27'-1° PACKARD WIN SCHEDULE n FIRST FLOOR PLAN 2RES04 GBEENACH OD EXISTING GROSS FLOOR AREA CENTERVILLE,MA. O WINDOWSCHEDULE NOTE: ALL WINDOWS ARE TO BE O WINDOW SCHEDULE NOTE, ALL WINDOWS ARE TO BE 1ST FLOOR LIVING 1778 SF ITLE ANDERSEN 400 SERIES ANDERSEN 400 SERIES 2ND FLOOR LIVING 798 SF T TOTAL LIVING AREA 2576SF 1ST FLOOR NO MANUFACTURER TYPE MODEL>< UNIT ROUGH OP'G REMARKS NO MANUFACTURER TYPE MODEL# UNIT ROUGH OP'G REMARKS 0 PLAN A ANDERSEN DBL HUNG TH24510 2'-6 1/8" x W-0 7/B" 9/1 G ANDERSEN DBL HUNG TH2O52 2'-2 1/8" x V-4 7/8" 6/I PROPOSED GROSS FLOOR AREA B ANDERSEN DBL HUNG TW2442 2'-6 1/5" x W-4 7/W 6/1 H ANDERSEN D.H. PICTURE DHP41052 4'-11 7/5" x 5-4 7/8° 1ST FLOOR LIVING 1812$F SCALE:1/4"=V-0" C ANDERSEN AWNING A61 W-0 3/5' x 2'-0 5/W 12-LITE J ANDERSEN AWNING AR51 5'-0 3/51 x 1'-5 1/2" 5-LITE WALL KEY 2ND FLOOR LIVING 782 SF 0 ANDERSEN CASEMENT C33 6'-0 3/B" x 3'-0 1/2" 6-LITE K ANDERSEN DBL HUNG TW24210 2'-6 1/6" x 3'-0 7/5" 6/I TOTAL LIVING AREA 2594 SF ( 1 2 4 8 IXIST'G WALLS TO REMAIN GARAGE 618 SF E ANDERSEN DBL HUNG TW2452 2'-6 1/5" x V-4 7/8" 6/1 L ANDERSEN AWNING A281 2'-B' x 2'-0 5/8° 6-LITE IXIST"G WALLS TO BE REMOVED DECKS 250SF PROJECT#: SHEET F ANDERSEN DBL HUNG TW2042 2'-2 1/8' x W-4 7/5" 6/1 M ANDERSEN DBL HUNG TW24510 V-6 1/5' x 4'-0 7/8" 6/1 ® PROPOSED FRAMED WAL15 TOTAL AREA 3462 SF 17-01 A.1 OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 r mow'. ... - ...'�. r- .. •.. -. _ GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY az'-o mow• a ALL WINDOW ROUGH OPENINGS ° PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY I3'-2' o'-T' s'a° ALL DIMENSIONS PRIOR TO _ CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR C B _ ANY MISSING OR INCORRECT A.5 A.5 DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS ---------------, NEW LINEN I I: ON. 2.2—I NEW m 3R .7.T-' I BATH NEW 1a - BATH 3 n `. ON I EW • 10 t X � ... .. I c1os. � y �� M • _-____________________ _ I 8 2668 __ _____ rQNO. REVISION DATE D C COPYRIGHT A.5 0 6'-4�4i 2'-E'• 3' S 3'- 2'-0° ❑ NORTH SIDE HEREBY EXPRESSLY RSERVES ITS 1 COMMON LAW COPYRIGHT. O 3 .' • I THESE PLANS ARE NOTTO BE REPRODUCED, n i � I CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST ------------- I - i 1 i I OBTAINING THE EXPRESS WRITTEN I v 1 PERMISSION ANO CONSENT OF NORTHSIDE I I DESIGN ASSOCIATES © $E ROOM NEW o. ' NEW 4 - _ BUILDER: I _ 1 I I m I DESIGNER: I ® NORTHSIDE DESIGN ---- ------- ASSOCIATES D € ; ASSOCIATES �_ ---------- ------------------- 1 DISTINCTNE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT•MA 02675 - (SO8I362-2230 (SWI)362-98 C' B NORTHSIDEDESIGN.COM D A.5 A.5 ""rtlssmel@c°m""n."a 9'-1OZY4 4'-:QVq° W-It*4 D D STRUCTURAL ENGINEER: 4 2'4�2 'IJ'_S° 2'_ TAYLOR D D DESIGN LLC D STAMP: A A.5 �� SECOND FLOOR PLAN 11" PROJECT: PROPOSED PACKARD WIN SCHEDULE RESIDENCE 204 LONG BEACH ROAD O WINDOW SCHEDULE NOTE: ALL WINDOWS ARE EXISTING GROSS FLOOR AREA' CENTERVILLE,MA. BE NOTE' ALL 78 SF ANDERSEN 40o SERIES O WINDOW SCHEDULE WINDOWS ARE TO BE 1ST FLOOR LIVING 17 ANDERSEN 400 5ERIE5 2ND FLOOR LIVING 798 SF TITLE NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS NO MANUFACTURER TYPE MODEL # TOTAL LIVING AREA 2576 SF 2ND FLOOR UNIT ROUGH OP'G REMARKS P LA N A ANDERSEN DBL HUNG TW24510 2'-6 I/B° x 6'-0 7/8" q/I G ANDERSEN DBL HUNG T'W2052 2'-2 I/B"x 5'-4 7/B" 6/I 8 ANDERSEN DHL HUNG TW2442 2'-6 1/5' x 4'-4 7/8" 6/1 H ANDERSEN D.H. PICTURE DHP41052 4'-II 7/8"x 5'-4 7/8" PROPOSED GROSS FLOOR AREA 1ST FLOOR LIVING 1812 SF SCALE:1/4"=V-0" i C ANDERSEN AWNING A61 6'-0 3/B" x 2'-O 5/8" 12-CITE J ANDERSEN AWNING AR51 5'-0 3/5" x 1'-5 1/2" 5-LITE WALL KEY 2ND FLOOR LIVING 782 SF D ANDERSEN CASEMENT C33 6'-O 3/B" x 3'-0 1/2" 6-LITE K ANDERSEN DBL HUNG TW24210 2'-6 I/B° x 3'-0 7, 6/I TOTAL LIVING AREA 2594 SF 0 1 2 q 8 IXIST'G WALLS TO REMAIN GARAGE 618 SF E ANDERSEN DHL HUNG TW2432 2'-6 I/B° x 3'-4 7/8" 6/I L ANDERSEN AWNING A2BI 2'-8° x 2'-O 5/B" 6-LITE IXIST'G WALLS TO BE REMOVED DECKS 250 618SF PROJECT#: SHEET F ANDERSEN DBL HUNG TW2042 2'-2 1/8" x 4'-4 7/8" 6/1 M ANDERSEN DBL HUNG TW24510 2'-6 1/8" x 4'-0 7/B" 6/1 ® PROPOSED FRAryED WALLS TOTAL AREA 3462 SF 17-01 A°2 OF DATE: l FOR REVIEW BY ENGINEER 12/1/17 12 :I i ­7 77 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 24'-10' 32'-0' 8,_0• Ib'-10' ,y 2.ALL INTERIOR WALLS SHALL y-q• 10'-6' 6'-2' S'-5' b'-"2• II'-5' 8'_6. �'' 12'-14;14 3'-II'�'4' BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. B - 3.CONTRACTOR SHALL VERIFY A.5 - r. ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. s q 4.CONTRACTOR SHALL VERIFY A ALL DIMENSIONS PRIOR TO A 5 CONSTRUCTION.CONTRACTOR A•5 ASSUMES RESPONSIBILITY FOR _ - _ ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ' THE ATTENTION OF THE - _ DESIGNER. II 2668 IN5U 31 II 4` 0 11 3068 9L1- 31 v II ti� I T5 4k4k.25'COLUMN ON. •7 N yyyG\_==3' •S 1 NEW, Y RETAEDGEINING FULL BEDROOM 2, KITCHEN ° I ,?R• I fV 1 IN5ULATED ° NO. REVISION DATE II i V jl ;m 5-, - �? z-lase C•COPYRIGHT III I 1 P RV I I B B NORTHSIDE HEREBY EXPRESSLY I I - NEW RESERVES ITS COMMON LAW II COPYRIGHT. D - BENOH �g� tl£LeB1�/—_ _ I NEW THESE PLANS ARE NOT TO BE i REFI �__y _ -- ---------- REPRODUCED,CHANGED OR I I �eaa 1 —— —————— COPIED IN ANY FORM OR MANNER { WHATSOEVER WITHOUT ,,J�,�-' I FIREPLACE �I, O o o OBTAINING THE EPERMISSION ANDXPRESSC.NSE FIRST 12'-Y2' 3'-7 • 7,_3. b'- T-ql4 B i ID — —————————————————— NORTHSIDE DESIGN ASSOCIATES. T5 4'x4'x2.' TS 4k4k25' I w O O II O, L IINN O� e I VENT E'A' =T 1 COLUMN DN. COI.urM ON. � "° fi LL ,. NON a 4•NEVJ • D N• y; �Ij FAMILY RM. BUILDER: u BA ---- ; DINING 3 ......................... OC ABV. �, n ---------- -==may 1 ----;; ��II — �{V ON r 'D PROPOSED - ° -Ir 1 I _-__-I F I F PATIO ; m I ------ NEW1! II I ____L _ __ _O ELEV=13.0' - - r -r 1 BARNACLE II II a ------- --------- " DN, aF, a II T5 4'x4•x25' — 2R ° 5F4ow - ��1 HALL NEW COLUMN DN. ©I c t I y ,, 'v n INSULATED 5068 L_ I pl -_4•- - w2-14'5.L DESIGNER: NORTHSIDE -- — / DESIGN Aev. K ASSOCIATES ` `r r �{1''II \ 1 II J A / / O DISTINCTIVE RESIDENTALe COMMEROAL DESIGN �_- -- --- OUTLINE OF : 141 MAIN STREET'YARMOU PORT•MA 02675 �NERHANG ABV PWC*-1 0684 _ ON. 9'-4� 9'-4 4'- ' Ism136zaz1D (SOeI362A902 7R '-2' 4 �4 NORTHSIDEOESIGN.MM NORTHSIpE1@COM[AST.NEf D C PRCIPOSED STRUCTURAL ENGINEER: A. A.5 o DECK b TAYLOR 23d' x1(Y-V - DESIGN LLC EDGE OF NE34 RETAINING WALL STAMP: B A:5 EDGE of N- RETAINING FULL A PROJECT: A.5 V-0' W-0' 3'-II• 4'-T3/4 4'-412' PROPOSED 4'-7y2' 10_II. 9,_6. q,_D. 25,-D, 1,c PACKARD . I'- RESIDENCE 25'-2• 29'-5' 27'-I' 204 LONG BEACH ROAD CENTERVILLE,MA. FIRST FLOOR PLAN WIN SCHEDULE TITLE: EXISTING GROSS FLOOR AREA FL� :) O/OR NOTEI ALL WINDOWS ARE TO BE WINDOW SCHEDULE NOTE; ALL WINDOWS ARE TO HE 1ST FLOOR LIVING 1778 SF PLAN O WINDOW SCHEDULE ANDERSEN 400 SERIES O ANDERSEN 400 SERIES 2ND FLOOR LIVING 798 SF TOTAL LIVING AREA 2576 SF NO MANUFACTURER TYPE MODEL tt UNIT ROUGH OP'G REMARKS NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMA I SCALE:1/8"=V-0" A ANDERSEN DBL HUNG T0424510 2'-6 1/8' x W-0 7/8° 9/1 " G ANDERSEN DBL HUNG TW2052 2'-2 I/8° x 5'-4 71W &/I FOR CONSTRUCTION PROPOSED GROSS FLOOR AREA o 1 z a B B ANDERSEN DBL HUNG TW2442 2'-6 1/5' x 4'-4 7/8" 6/1 H ANDERSEN D.H. PICTURE DHP41052 W-11 7/8" x 5'-4 7/8' �} 1ST FLOOR LIVING 1812 SF SHEET C ANDERSEN AWNING A61 6'-0 3/8" x 2'-0 5/8° 12-CITE J ANDERSEN AWNING AR51 5'-0 31W x 1'-5 1/2' 5-LITE 2ND FLOOR LIVING 782 SF PROJECT#: WALL KEY /� u 1 u DBL HUNG, TW24210 ' " 3'-0 7/8" 6/I TOTAL LIVING AREA 2594 SF 17-01 /"� '� D ANDERSEN CASEMENT CB35 6'-0 3/8 x 3-5 3/8 6-LITE K ANDERSEN 2-6 I/e x 0 EX15T'G HAI I S TO REMAIN I ' 1 n AWNING A281 • 0 5/B" 6- IXIST'G WALL5 TO BE REMOVED GARAGE 250 SF OF E ANDERSEN DBL HUNG TW2432 2-6 I/e x 3-4 7/B 6/I L ANDERSEN 2'--- x 2'- CITE C=_===7 DECKS 250 SF DATE: F ANDERSEN DBL HUNG TW2042 2'-2 1/5' x 4'-4 7/B" 6/1 M ANDERSEN DBL HUNG TW24310 2'-6 I/B" x 4' ° -0 7/8 6/1 ® PROPOSED FRAMED KALL5 TOTAL AREA 3462 SF 10/17/17 13 GENERALNOTES F _ 1.ALL EXTERIOR WALLS SHALL ' BE 2x6®16"O.C.UNLESS OTHERWISE NOTED. I - -- 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS a 32'-0' OTHERWISE NOTED. 50-W 1'-0' 3.CONTRACTOR SHALL VERIFY 13'-2' Id-7• L'-3' ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. a 4.CONTRACTOR SHALL VERIFY G B _ ALL DIMENSIONS PRIOR TO _ CONSTRUCTION.CONTRACTOR A.5 A.5 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE �IW� --- DESIGNER. "t y i EW j I LINEN 11 A ,x a rR € O BATH ' As o TILE ��7.7q'i NEW 9110M1ER ' I N 1 10 n' VEMeJ_________________________________� BATM 3 ii I^ i II B roc+, I NO. REVISION DATE a.. � r. .sue v O III }f �9 2668 i I _ I C COPYRIGHT IILr S NORTHSIDE HEREBY EXPRESSLY l - A- _, 7 i I = ro+L - I RESERVES ITS COMMON LAW , COPYRIGHT. -6� ----- "�' - - z THESE PLANS ARE NOT TO BE A,$ L'-4�q`; 2'- 3'- 2'-0� `- �10 qq 0t P I REPRODUCED,CHANGED OR - I * I COPIED IN ANY FORM OR MANNER 3� � i i OIL :L_J ma's "' + �,yl $ E' j WHATSOEVER WITHOUT FIRST - I ZiI I' OBTAINING THE EXPRESS WRITTEN g ' - 1 -� # � ' RTHSIDE DESIGN ASSOCIATE i________________ _ __________I / ?'1 ,. I NO MIS OF 3. • o NEW t ,.,,..i �M /NEW " t - 11 PERMISSION AND CONSENT NEW - BEDROOM 4 © L"�p cLos._ BUILDER: D " 1 I o � ? I _I DESIGNER: NORTESIDE Ly @ O DESIGN ASSOCIATES �G' I • I I I DISTINCTNE RESIDENTIAL&COMMERCIAL DESIGN MA I 142 IN STREET'YARMOU HPORT'MA 02675 I r -------------------- d. (508)362-2210 (508)362A602 NORTNSIDEDESIGN.COM ' NORTHSIDE1@COM[AST.NET D A.5 ,� - A.S STRUCTURAL ENGINEER: A.5 4-I1*4' 4' Iq/q 3 10 4 3'-10�q' 4'-Iq�q' 4'-Igtiq• ❑ O TAYLOR DESIGN LLC STAMP: 1 ❑ ❑ ❑ ❑ PROJECT: SECOND* F-L O O R PLAN 3' # PROPOSED PACKARD *+ RESIDENCE a 204 LONG BEACH ROAD _. FOR CONSTRUCTION CENTERVILLE,MA. { WIN SCHEDULE ; TITLE: 2 EXISTING GROSS FLOOR AREA FLOOR NOTE: ALL WINDOWS ARE TO BE NOTEI ALL WINDOW5RARE:TO BE x 1ST FLOOR LIVING 1778 SF PLAN O WINDOW SCHEDULE ANDERSEN 400 5ERIE5 O WINDOW SCHEDULE ANDeRSENry400 SER_IE5, 2ND FLOOR LIVING 798 SF a TOTAL LIVING AREA 2576 SF NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G "REMARKS SCALE:1/8"=1'-0" A ANDERSEN DBL HUNG TW24510 2'-6 1/5' x 6'-0 7/B" R/I G ANDERSEN DBL HUNG.:,_ ;„";.TW2052 2'-2 1/5" x V-4 7/15'.„':.r PROPOSED GROSS FLOOR AREA o 1 z a e B ANDERSEN DBL HUNG TW2442 2'-b I/B' x 4'-4 7/8" b/I H ANDERSEN D.H. PICTURE DNP41052 4'-II 7/8° x 5'-4 7/B'- "" 1ST FLOOR LIVING 1812 SF PROJECT#: SHEET C ANDERSEN AWNING A61 6'-0 3/5° x 2'-0 5/8" 12-CITE J ANDERSEN AWNING AR51 5'-0 3/5' x 1'-5 1/2" . 5-LITE WALL KEY 2ND FLOOR LIVING 782 SF /� , CASEMENT C335 6-0 3/B x 3-5 3/5 TOTAL LIVING AREA 2594 SF 17-01 /� D ANDERSEN ' " ' " 6-LITE K ANDERSEN DBL HUNG TP424210 2'-6 I/B" x V-0 7/0" 6/I 0 EXI5T'G WALL5 TO REMAIN GARAGE 618 SF _ " _ DLIST'G WALL5 TO BE REMOVED OF E ANDERSEN DBL HUNG 2'-6 I/B' x 3'-4 7/8" b/I L ANDERSEN AWNING MA2BI 2'-B x 2'-O 5/B �6-LITE; C==-==] DECKS 250SF DATE: TW2432 F ANDERSEN DBL HUNG TW2042 2'-2 1/5' x 4'-4 7/5" 6/1 M ANDERSEN DBL HUNG TW24310 2'-b 1/50 x 4'-0 7/5' 6/I ® PRDPosED FRAMED M1ALL5 TOTAL AREA 3462 SF 10/17/17 3 SYSTEM DESIGN: NOTES LEGEND 99 EXISTING CONTOUR SYSTEM PROFILE - GARBAGE DISPOSER IS NOT ALLOWED (NOT TO SCALE) MARK CORNERS OF 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING LEACHING FIELD W/ X 99• EXIST. SPOT ELEV. PROVIDE MIN. 20" DIAM. WATERTIGHT REBAR SET 4" BELOW PROVIDE INSPECTION PORTS TO ACCESS COVERS TO WITHIN 6" OF FIN. GRADE GRADE WITHIN 3" OF FINISH GRADE DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. (, -[99]- PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW 2% SLOPE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS FFLR - 1 .3 TO BE AASHO H-M (gg 4 1 1 rJ' FILTER FABRIC o 0 orseshoe Ln ] PROPOSED SPOT EL. MINIMUM .75' OF COVER OVER PRECAST TH1 8 4 TOP 7.6' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. SEPTIC TANK: 440 GPD (2) = 880 5. PIPE JOINTS TO BE MADE WATERTIGHT. a TEST HOLE PRECAST H-10 YY RISERS (iYP3 .) NOTE: 2" MIN. WALL � USE A 1500 GAL. SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Dodd 2'0 CLEAN FILL o THICKNESS REQUIRED 4"0SCH40 PVC 310 CMR 15.000 (TITLE 5.) � 2% SLOPE OF GROUND ,.: PIPES LEVEL 1ST 2' 7o LEACHING: 4' PERFORATED PVC 4' O.C. S=0.0O5 • 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �o1no�P Beoch Road UTILITY POLE 1"~ *9.0' 10" 14" 3/4"-1-1/2" DOUBLE WASHED 440 GPD / (.74) = 595 SF REQUIRED BE USED FOR LOT LINE STAKING OR ANY OTHER St• Lon :. 1500 GAL H-10 TEE ' PURPOSE. 8.12 TEE 7 87 9" STONE LEACHING FIELD T JTHMIN BELOW INV. 16' X 37.5' = 600 SF OK Nantucket SEPTIC TANK o 0 0 0 o o _FIRE HYDRANT 4' LIO. LEVEL °00000m000,ACME OR EQUALGASHE ''" 7.25' LEVEL BOTTOM o . NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 600 SF X .74 = 444 GPD OK 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Locu Sound l 7.52' 7.35' 37.5' USE A 16' X 37.5' PIPE AND STONE LEACHING FIELD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED • .. :. '' ' '° `'''''' '�'° �'���'�'�'�'� 6 5' WITHOUT INSPECTION BY BOARD OF HEALTH AND oo000000n000,000^oo,o,0000�oo,^,�,�o^,�,00000 PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP THE INSTALLER SHALL VERIFY THE 6 CRUSHED STONE OR MECHANICAL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING * 5.0' �- DIGSAFE (1-t388-344-7233) AND VERIFYING THE SCALE 1"=2000'f LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2]) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 205 PARCEL 5 ELEVATIONS PRIOR TO INSTALLING ANY USE ADJUSTED PORTION OF SEPTIC SYSTEM ( 2•5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) (IDA jDWATER ® EL. 1.5 APPROVED DATE BOARD OF HEALTH MA 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 12) LOW PROFILE LEACHING LEACHING FACILITY. AS SHOWN ON COMMUNITY PANEL FOUNDATION- 35' SEPTIC TANK 35' D' BOX 12' FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND #25001 C0563J DATED 7/16/2014 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. RIVERFRONT 13. FLOOD ZONE FOUNDATION DESIGNED BY OTHERS MITIGATION CALCULATIONS: Iy, GUTT'�'1LS +mown\Spo�ft'S -ro"DnywC�LS NOTE: BY SPECIAL PERMIT, p('zoPoSE�, PROVIDE FENCES AS REQ'D 240-131.4(D)(2)(A)(4+5) EXPANSION OF GFA r EL OVER SAS 8.4' AT TOP OF RET. WALLS HARDSCAPE 0-100' 100-200' 15 CiVAiZ�S oTL �LAMIN(r5 ATTo1 v - BY UP TO 25% AND LOT COVERAGE BY 10% _ EXISTING: 1,552 SF 2,623 SF ALLOWABLE, IF NOT A VOLUNTARY DEMOLITION PATIO EL. 11.5' w> (KEEP 80% WALLS AND 50% ROOF INTACT) 1114 °1�1 7.6''�-�c� EL. 35 AT45SE PROPOSED: 1,869 SF 2,689 SF _ FF EL. 13.3' / Ex. FENCE SAS INCREASE: 317 SF 66 SF /- � �` GW EL. 1.5' REQUIRED MITIGATION 383 SFx2 = 766 SF (800 SFt PROVIDED) �0- �a RET. WALL MAP 206 PARCEL 3 MAP 206 PARCEL 3 SECTION VIEW THOMAS WHELTON I I THOMAS WHELTON I 1 .. A 20, P 2 6 P CEL 2 I DB 25658 PG 289 o P 2 6 P CEL 2 TOW I DB 25658 PG 289 a ANTE M P CKARD I I w> ANIE M P CKARD EL. 7.5 I -- DB 386 G 15 __-- ..-----__ I _ :_ ____._.__ � _-__ _- _. ___ ____..•_ _ _ ___ __ _ _-- DB -_ 386 G 15 I I o I I i - -- o I TEST HOLE LOGS ------- p I CRAIG J. FERRARI, SE #13871 ENGINEER w I 3 I I • �? DAVID W. STANTON RS BENCHMARK: WITNESS: S IIter,. BENCHMARK: z p. I BASIN ELEVATION \ g1' W -o BASIN ELEVATION < \ DATE: 10/16/2017 2.56 NAVD88 W w` W IV �� I i =2.56 NAVD88 D PERC. RATE _ < 2 MIN/INCH PLANTINGS -i a I I o _ W C �" TOW ' + ' I I LAWN - - -� CLASS I SOILS P# 15362 ��, ( o ► LAWN � .� E .10.5 LANDS ELEV. ELEV.T AREA LANDS 1p 2 N \ .. 2.8' 2.8' r \ ° wI� 1� 7 C 7 s? jI J \ FILL FILL <�w ' `9 p \ �L `3 5, v'. Q�w \ 30" 30„ LLj€ CRCI{ \ ° ' W 1 \ ° 1 4� A A S \ � CQ\ 31„ 10YR 3/1 0.2' 31" 10YR 3/1 0.2' / EXISTIING v �•O�`� EXISTI1tJG 10��, DWELLING "p B'\ 4.6' DWELLI1a�G J TOW G 1 ! FFLR ,4.3 �' �.. C C /j FFLR =�.4.3 y �' �. . EL. RAISE UP\ _ -�'T)�NJa SIEVE RAISE UP\ �, 3.6 FLR = 1 ' - \�51 �� W FLR = 13:� � � 1 Z r 1 tJ Z •-A MS MS G-W ADJ. DATA: -+ MAP 205 PARCEL 4 , CP o MAP 205 PARCEL 4 I N Z EDNA S KALMAN TR I rn ^' Z WELL: A 29 EDNA S KALMAN TR <" Z ZONE: A DB 13815 PG 255 DB 13815 PG 255 10YR 6/1 10YR 6/1 ADJ: 1.7' V g Lnfif \� \ PATIO ^ I� Q n �30J �� O I p SEPTEMBER 2017 z 90" -4.7' 84" -4.2' O '\ �� , �•FF� �2� 3 GROUNDWATER ENCOUNTERED ® 36" EL. -0.2 WALL ELEV. 1.0' TOP WALL ELEV. 6.0 z \ �, U O `11 �► 0"Im I T Lij TH2 0 y� / _ F/ (� / Z z L SITE PLAN N 10 O F 5' REMOVAL OF UNSUITABLE SOIL REQUIRED Q w \ Q AROUND PERIMETER OF LEACHING FACILITY, _ o o // oy ~ Q DOWN TO SUITABLE SOIL LAYER. REPLACE s 0 / 6.y�' a #204 LONG- BEACH ROAD 2 a WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) OFF SAS SIN,AREA SHOWN!NER TOPAATS, 4 /Q �� yF CENTERVILLE, MA /P ELEV. 7.6', BOTTOM AT EL\ 3.6't o \ �� MAP 0 AR ZONING SUMMARY \ / �> 3 MAPARIOS ES N ARTS ESN / PREPARED FOR 0 1 HASEOTES TR r oy HASEOTES TR / tiF ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT / Ii `� CERT 200325 / CERT 200325 LONG/SHORT BEACH NEIGHBORHOOD OVERLAY �,5 �ti ° c o o DANIEL PACKARD w ° LOT ° LOT '� 13,665 S.F.t X REQUIRED: EXISTING PROPOSED: 13,665 F.± X / MIN. LOT SIZE 87,120 SF 13,665 SF 13,665 / N DATE: OCTOBER 17, 2017 MIN. LOT FRONTAGE 125' 275' 275' N MIN. FRONT SETBACK 20' 20.6' 10.7'** � 0s MIN. SIDE SETBACK 15' 22.4' 22.3' L� Lk CI °tiF Scale: 1"= 20' MIN. REAR SETBACK 15' 2.5' 4.6' (p� MAX. BUILDING HEIGHT 30' (2 STORIES)* 24.8' 33.8' ^� \p 0 10 20 30 40 50 FEET MAX. BUILDING COVERAGE 1,946 SF 1,965 SF 2,110 SF(<10% INC.) w 56•�9 '0 n o MAX. LOT COVERAGE 3,300 SF 4,281 SF 4,664 SF(<10% INC.) A -pnP%ZH oF''^qsx off 508-362-4541 fax 508-362-9880 SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT �s gal /ram �^,r'•�IEI_A. �, OJ ,!A W ;'o OJALA a I downcape.com w *NOTE: PER ZONING CBD 240-131.5 B FOOTNOTE 2 EXISTING HOME CAN BE RAISED i No CIVIL ca a en //1e!'/'/I1 o TO COMPLIANCE OVER BASE FLOOD IF CONFORMED WITH ORIGINAL BUILDING HEIGHT �„ rd `�v0' p �� //1c' REQUIREMENT. EXISTING 24.8' HEIGHT + RAISE FLOOR FROM 4.3 TO 13.3 (9') = 33.8' HEIGHT IS ` ; _u F; srE� civil engineers I�-1 �7� 1-1 �`�"��� h��,,si N ` ` ���d land surveyors ALLOWABLE. s PROPOSED CONDITIONS =- l 939 Main Street ( Rte sA) EXISTING CONDITIONS **RELIEF REQUESTED, RAISED DECK IN EXISTING PATIO/CANVAS AWNING FOOTPRINT DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 DCE # > 6-27 > 16-271