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0185 PUTNAM AVENUE - Health
185 Putnam Avenue �i - u 0' , TOWN OF BARNSTABLE LOCATION AtiJe,� SEWAGE# VILLAGE i L.L,tom ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �D SEPTIC TANK CAPACITY _.�LSeO 9 4,L- +- MCC 4"-"o LEACHING FACILITY:(type) (size) 3-�NO.OF BEDROOMS -`O H?o OWNERl PERMIT DATE: - COMPLIANCE DATE: eh Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility +—S 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) —i-- Feet FURNISHED BY_ /LLilfaa ��si�vn��r�r° D 0. 00 O 30' 3 6., 3 9' ys• y� . No. C��� � [ � � • ' ,r s. �� Fee THE COMMONW 6F MA'i ACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Appl Lation for Disposal 6pstem Construction Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. AVAt Owner's Nam dre d el.N Assessor's Map/Parcel �d .�r 00 Insta ler's Name,Address' �`7 and Tef'No ., Designer's N�}gg,Address and Tel.No. f -- 61i�'4�1 .379 Sd _Wa_ 3V .mac. Type of Building: ,!_r c s Dwelling No.of Bedrooms r0 r Lot Size %lye !� sq.ft. Garbage Grinder( ) Other Type of Building Sine Czi/h �I•'F No.of Persons Showers( ) Cafeteria( ) V Other Fixtures Design Flow(min.required) 00 gpd Design flow provided f jZ 0 gpd Plan Date /�l� os Number of sheets - Revision Date Title S; Plsn vex h�S 1,91'1 3 ®!/ /h.9 Size of Septic Tank 2-SW -f 15'00 �i4`�o* Type of S.A.S. �F/' o G9 ` oA /S i✓ Y'S-6wte Description of Soil Y' 4- ® - f r -- 6 r�S 4� ac^®ivr� 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 arid:not lace the system in operation until a Certificate of Compliance has been issued by this Board of Health. :< Signed „�"`' - Date / a ! C Application Approved by Date I Application Disapproved by Date for the following reasons Rnrmit No. Date Issued .. .. � ^` e:. �,�. r� � '`y � •tee f.ygF,�? a<i�.i �.,a m.,k "'iC M1 r` '• `Y/� r .. t. No .a . t ( � . _1. Fee .t.✓ �� � r a # Entered in computer: THE COMMON °OF SSACH.USETTS P Yes s PUBLIC HEALTH'DIVISION - TOWN°'OF NSTABLE, MASSACHUSETTS JtJYILatIDn fOr Ispo8aI 6pstem Construction Permit ".Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. F�ti Ave Owner's Name,.t� ress d el.N t' Assessor's Map/Parcel 1., �dQ�•- V V a Installer's Name,Address,and Tel. Designer's Name,Address,and Tel.No.71 t: Type of Building: ce 1^c S Dwelling No.of Bedrooms tr�l r Lot Size !- � sq.ft. Garbage Grinder( ) • Other Type of Building 5,�,t 4 n, ��'� No.of Persons Showers( ) Cafeteria( ) Other Fixtures / r Design Flow(min.required) I C t• gpd Design flow provided r 1 Z 0 gpd Plan : Date //� �2 a/� Number of sheets ;7 / Revision Date Title S P /illtgl�t��C' F-M ("d I.CJrlrPry 7�S It`/TJ �j �L.� `t�rt tr 2. Size of Septic Tank 25-CO 44 0P GR IYO PtType of S.A.S. "S O41 6ll. �G, nr /S (�✓ `� S s/�sa y¢ �,. Description of Soil -r U 2 y Nature of Repairs or Alterations(Answer when applicable Date last inspected: W> 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.:ii dn—ot—tx)�Face the system in operation until a Certificate of Compliance has been issued by this Board'of Health. e� 4 ,Signed . ti.,,i �/¢r'° Date , Application Approved by }�IL%'y'ti� � �1�r Date Application Disa roved',b A PP PP Y Date t: l for the fallowing reasons hermit No. t Datejssued ---------------------------------------------- - ------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( LL)'''~Repaired( ) Upgraded( ) Abandoned( )by d _0—71 Cbh1 at /� PPn9Niv has been constructed in accordance 1 j with the provisions of Title 5 and the for Disposal System Construction Permit No ZJ46 'P;�4dated l <( Installer Designer f c;l�'✓Q� ( ^f,6t (r r'tQ_ �` �7SU ��T�G. #bedrooms /D �� , Approved�w7illfuncti����� ' flow t l�'�' gpd The issuance of this permits all not b construed as a guarantee that the system _ Id)X3 Date Inspector — No. [Lr Fee 7 U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Waposal 6pstem Construction J)Prmit Permission is hereby granted to Construct Repair'( ) Upgrade( ) Abandon( ) System located at / Jt 4r zt `4 VIP— 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:Constru tion must be completed within three years of the date of this permit. Date ' Approved by e ' Q_ Town of Barnstable fHE ip� do Regulatory Services Richard V. Scali, Interim Director * BARNSTABLE, iM6 y. 1�$ Public Health Division 039. 1% Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2 Sewage Permit# Za/,�-Z G� Assessor's Map\Parcel 03G-oy4 Designer: Sullivan Engineering&Consulting, Inc. Installer• , Address: 7 Parker Road/PO Box 659 Address: 60 0. ya Ox "2,OC/ Osterville, MA 02655 On 2616 U� as issued a permit to install a (date) (installer) septic system at /8 s 40-lm r .five-, CWo zl based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated1 -7 (designer) 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. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that t referenced above was constructed in liance with the terms of the A. etters (if applicable) PVtN OF M,qS o CHARLES L ti ROWLAND Installer's t nature c g ) No. 52699 � L (Designer's Signature) (Affix Design Tddinp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc 4 ENVIROT&H LABORATORIES,..INC. MA CERT. NO.:M-MA 063 8 Jar►Sebastian Drive Unit 12 Sandwich,A1A 02563 (S08)888.6460 1-800-339-6460 J FAX(S08)888-6446 � 1 Client Name Diversified Drilling Location Lot 6 Putnam Ave Address 108 DeGrass Rd Cotuit,MA Mashpee,MA 02649 Sample Date 07/05/16 Collected By DS Sample Time Sample Type New Well Date Received `07/05/16 Lab Order Number DW-162174 Well Specs 4^ Loctttlmf Source Dnte Collected: Ante Collected Cnnrnretts = A Q7f05M6......... gem Analysis Requested Units Recommender!Limits Analysis Result I Method jDate Analyzedl Analyzed By Total Cofiform CFU/100mL 0 0 SM9222B 7/5/2016 RS - .........:......................... ... .. . .......... .................... ................... Comments: Water meets EPA standards and is su table for drinking for parameters tested. Date 7/7/2016 Ratold J-Saari Laboratory Ire for ILI Cv� BRL=Below Reporlable Limits See.411ached Page 1 of 1 rCerlillcatioir is not arailable,for this analyze for non-potable water samples- Z4 S EAWIROTECII'LABORATORIES;INC. 11 MA.CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Nante Diversified Drilling Location Lot 6 Putnam Ave Address 108 DeGrass Rd Cotuit,MA Mashpee,MA 02649 Sample Date 06/29/16 Collected By DS Sample Tinte Sample Type New well Date Received 06/29/16 Lab Order Number Dw-162101 Well Specs 4"PVC � - Locattoll Source '� ..Dale Collected Ti»te Collected '' - 4'onlmetlls = A n t 06l29116. 0ti1291.16 Analysis Requested units Recommended Limits Analysis Result Method Dale Analyzed Analyzed By Total Coliform CFU/100mL 0 4 BG=>200 SM9222B 6/29/2016 RS -------:--------- .............. ...---...__._..... . _...-...._....--- -........ .. ---- --- .._ ... . ... -- -----............... pH pH units 6.5-8.5 5.62 SM 4500-H-B 6/29/2016 LL --- -- ---- _.. -................_.........................------- - .............. ..._...----------._..... -.. ----- --- -... .. Specific Conductancer, umhos/cm 500 184 EPA 120.1 6/29/2016 LL —- -- --.._...._..- --.....- ... . ---...._.......... -------- .. ... ------------ Nitrite-N mg/L 1.00 <0.006 EPA 300.0 6/29/2016 LL ..---. .............------- --------. ........... ...-- .._._............... ---- Nitrate-N m../L 10.0 0.44 EPA 300.0 6/29/2016 LL Sodium mg/L 20.0 27.3 EPA 200.7 6/29/2016 MC -- ---- --._... ....... 9 ..-...........-_. ----..._.._................ _--------------- Total Irons m /L 0.3 0.03 EPA 200.7 6/29/2016 MC --- ._..._.._..._._._.._..._.... - -..—..----- .._..-. .. ---------....—.. - ---._..._._...... --- --- -...._.......... Manganesen mg/L 0.05 0.228 EPA 200.7 6/29/2016 MC ........... ..__....------............. . . ------..__:...... ...._...._._.-..-- -._. -- Volatile Organic Compounds* ug/L See comment. 0.82* EPA 524.2 7/1/2016 NEC* — -- ..... . ..._._.............__........._.._.............. Continents: Low pH indicates high corrosive characteristics. Sodium level is not a health hazard. Manganese is not a health hazard,but may cause staining and/or give water an odor or taste. Coliform exceeds maximum contaminant level. Suggest retest. *Total Trihalomethanes can not exceed 8_0_ Water is not Suitable for drinking purposes for parameters tested. Date 7/6/2016 Ro tald .San i Laboratory D re for BRL=Below Reportable Limits `See�uached Page 1 of 1 cCerlificalion is not available for this analyze for non potable haler samples.. ' Sf 7 i Tf New England ChromaChem 6 Nichols Street Salem,MA 01970 978-744.6600 Massachusetts DEP Lab.M-MA072 Sample Information EPA Method 524.2 Rev 4.1 Volatile Organic Compounds in Water Lab ID: 607013 Client: Envirotech Laboratory,Inc. Client ID: DW-162101 State: Liquid Date Sampled: 08/29/16 Date Received: 07/01/16 Date Analyzed: 07/01/16 C Regulated VOC's Results uglL (uglL) Unregulated VOC's Results(uglL) Benzene ND 5 Acetone ND Carbon Tetrachloride ND 5 Bromobenzene ND 1,1-Dichloroethene ND 7 Bromochloromethane ND 1,2-Dichloroethane ND 5 Bromodichloromethane ND 1,2-Dichlorobenzene ND 600 Bromoform ND 1,4-Dichlorobenzene ND 5 Bromomethane ND Trichloroethene ND 5 2-Butanone ND 1,1,1-Trichloroethane ND 200 N-But (benzene ND Vinyl Chloride ND 2 Sec-Butylbenzene ND Chlorobenzene ND 100 Tert-Butylbenzene ND cis-1.2-dichloroethene ND 70 Chloroethane ND trans-1,2-dichloroethene ND 100 Chloroform 0.82 1,2-Dichloro ro ane ND 5 Chloromethane ND Eth lbenzene ND 700 2-Chlorotoluene ND Styrene ND 100 4-Chlorotoluene ND Tetrachloroethane ND 5 Dibromochloromethane ND Toluene ND 1000 1,2-Dibromo-3-Chloro ro ane ND X lenes Total ND 10000 1 2-Dibromoethane ND Methylene Chloride ND 5 Dibromomethane ND 12,4-Trichlorobenzene ND 70 1,3-Dichlorobenzene ND 1,1,2-Trichloroethane ND 5 Dichiorodifluoromethane ND 1,1-Dichloroethane ND 1,3-Dichloro ro ane ND 2,2-Dichloro ro ane ND 1,1-Dichloro ro ene ND Hexachlorobutadiene ND Iso ro lbenzene ND P-isopropyltoluene ND Methyl-tert-butyl ether ND Naphthalene ND N-Propylbenzene ND 111,2-Tetrachloroethane ND 1,1,2,2-Tetrachloroethane ND 1,2,3-Trichlorobenzene ND Trichlorofluoromethane ND 1 2 3-Trichloro ro ane ND 1,2 4-Trimeth lbenzene Nb 1,3,5-Trimeth lbenzene ND Method Detection Llmit.=0.5 uq/L Recoveries of Internal Standards % -• Benzene-d6 99 4-Bromofluorobenzene 93 MCL TTHM's=80 ug/L 1,2-Dichlorobenzene-d4 103 Method Detection Limit=0.5 ug/L Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce A,Bornstein,Lab Director Date: 7/5/2016 OF �uJ9 �. TOWN 0FARBARTNSTABLE I f f � 5 2pplicatiou jFor Vern Cow6truction Permit 5Ad' o� Application is hereby made for a permit to Construct(&- Alter( ), or Repair( ) an i vidual well at: (� Q3 a Le`T 3 4. ! S- ITS �u�Na /K �J e CBT'u I��It,.GS$ �,,� �P' O T D a Location-Address Assessors Map and Parcel Ro g e/' �a!' 2 LA nN Lo? G • A Owner Address J C a ry^j C l� L /c 7;t'- S-) /01r 6 C 6/4 SS R�Z1 ^44 S e P Mil Installer-Driller Address Type of Building Dwelling /7 o,a.r e Other-Type of Building No. of Persons Type of Well I/ PtJ L �-- Capacity Purpose of Well D0 M e S l/ C C w 0- , t Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliapce has been issued by the Board of Health. Signed 0�,,,+,..� /// G /7 Ile Date Application Approved By 4 2 (� ) 0-0116 Dat Application Disapproved for the following reasons: Date Permit No. Issued Date ------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(vK Altered( ), or Repaired( ) by Den,Aj t S SCG Installer at /oT 135 - MS . AAT►j �AM ckL, c has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. VV,%� U>IlQ - 4 lx gI v ✓'v"'� 1 �Pt� FeeBOARD OF(EI d� TOWNN -OF . BARTNSTABLE 0(pprication jfor Vern Cott!5truction Permit Ad � S f U911 op �� e Application is hereby made for a permit to Construct(�a; Alter( ), or Repair( ) an in vidual well at: M (1, C,,lfs � 0 03 ,i Location-Address Assessors Map and Parcel r Z u ry L, 't G r Owner \ / Address / L �� 7 , ' � /U� ✓JPC��USS ✓'�J ,�y�G� h✓� � �iGc , Installer-Driller Address ' Type of Building f, ' Dwelling Other-Type of Building No. of Persons Type of Well 4/ /w c Capacity Purpose of Well �o ru c s I i C w -�cc I, r Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. `Signed i 7 iC n Date Application Approved By (� L, o -6 Dat Application Disapproved for the following reasons: Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance y THIS IS TO CERTIFY,that the individual well Constructed(vY Altered( ), or Repaired( ) by n 2 ry/V t �r i J A-1 0 Z/ Installer at T G l �S " �$ 0,-�TrJ cA M CA y e ,. has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Very Construction Permit No. j Fee Permission is hereby granted to �C(A iv n.)C Installer to Construct(�), Alter( ), or Repair Repair( ) an individual well at: /-No. oT G , 7 � ' /(S'S i"y �iJ a ' 61 l) rt' C 07`u f7 M G, Street as shown on the application for a Well Construction Permit No. 6j—). Dated a10 r Date k 4 0 /b Approved By MM �f ct i i c k G1 04e *f` G�c^e Town of Barnstable P# �pF tHE Department of Regulatory Services BAIMSIATiM Public Health Division Hate_ to �T y MASS 200 Main Street,Hyannis MA 02601 ) Date Scheduled � Q '� � �y Time-c=-A P Fee Pd. U° ,Soil Suitability Assessment for Sew e Disposal Cl T . Performed By: C Witnessed By: ( I U S I u1 t lei LOCATION& GENERAL INFORMATION Location Address Owner's Name - -4 Address a f 7 PC 1807' -7 6 7,, Co nCQ Assessor's Map/Parcel: �36/Cya Engineer's Name J-41'vz3n c arl Sa•!4 1-15, NEW CONSTRUCTION ✓_REPAIR Telephone# Land Use _�Q���Oh�;g Slopes(%)_0—S Surface Stones P°h-e— Distances from: Open Water Body 100+ ft Possible Wet Area (.00/ ft- Drinking Water Well ZSD't'ft Drainage Way ft Property Line _ft Other ft _ SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ., � �jts�oseaQ SG�c�Ev;s,ou y; I Z� --L LA to-t � Parent material (geologic)QU 41-4 f Depth to Bedrock '5e30+- Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face //fA7L.P Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date 'Time tO/4s1-t Observation Hole# [ 3 Time at 9" firDepth of Pere Z <t 2:L Time at 6" Start Pre-soak Time @ 6 7 Time(9"-6'1 End Pre-soak RateMin./Inch ]'K !'Z A"I/_L Site Suitability Assessment: Site Passed �— Site Failed: Additional Testing Needed(Y/l) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC I J DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gra el 2-4- 132 t` S,4 h to 1(Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel ear a 3 2 DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0- �' L (©n2 3 'L 2 4 0 q a DEEP OBSERVATION HOLE LOG ' Hol'e'#_� Depth from Soil Horizon:.,. �Soi1,T,exturew 'Soil Color 4:1{"4''"' Soil,;, Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel r� Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes X Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 5 If not,what is the depth of naturally occurring fervious material? Certification.-_�-�-� —_ --.-.- - --- .. �----- - --- - - �'�`�'�'` I certi �that tiny 7 l�l . fS' (date)I have passed the soil evaluator examination approved by the Department of Envlro ental 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 Date QA EPTIC\PERCFORM.DOC t, ZONE: DIRECTIONS: !I-"=V`•.°� 6�`19 `r RF RPOD From Hyannis-Take Route 28 iI \ `. •t�`eo�\��`;��� Area(min.)87,120 SF Into Cotuih Take a left at lights Buffer Zone Calculations ` - �'"•� x`il•r-=-1 Front,a(min) 150' onto Putnam Avenue; After Old I `'i�`�.ti: `" -�' •'ir \. �','�/�"7(/�b lath _in) in no Post Rood intersection take a , ..`"4•',' I?Lt�+.�-+,LI' J• Setbacks: left onto dirt driveway for)/135. Edsnnq Front 30' FUTURE , 181 1,242 SF BUD+216 SF PARO Side IS• GARAGE ' 11 3=1.003 SF BLD 'I +- Rear IS' /18 1. f+l I 0. ��rye�';/.,'�� FEMA FLOOD ZONE ----- Tvlvl=2.461 SF fir` d% I _ ---------- - ---- 11 ' .,. bj�1T 'F!n"' Zones X,29 AE(EL12),&AE(EL14) ------ _ IH1=465 SF OLD 111 N, ^" - '---- I 183-561 SF OLD {•, �ryE!.'• (, . ,N•1W ,,/yam(•; Mop g 25001C0543J&25001C075�.Y` i 1 t�4 Pt }w.�_ eIL July 16,2014 __________ ____________________ i i /IH5 191 9F OLD �. Ou•h MaigJ_ A n i / _ Total=1.1I7 SF -,J'`.Y'•1•�,. P11 :'=-1•I.-.• \ ' -_-_-__-_ _ ------- Pop 11 rased L .'r` r`; REVISED GROUND ATER'' 6 . �. q--f.>r' PROTECTION OV�RLAY'DISTRICT: - l /1B1=144 SF OBSERVATION PLATFORMS - ,•rip`;r�'..,twdM.. �. �L- 'lit /IB3=I SF OBSERVATION PLATFORMS Location Map .AP-Aquifer Protectlor District' I - JIBS-144 SF OBSERVATION PLATFORMS 1'=20 a i Total=504 SF WELL SD 1 ASSESSORS REF.: { f 1 e, WELL IBI=1,782 SF OLD+1,150 SF PATIO Map 056,Parcel 040 O - l WELL g185=2,416 SIF OLD SF BID+1.500 SFSFSF pATIO PAGO \ j Total=9.329 SF l3. Mlllgallon Re Iced l (504 SF-Z461 SF)X 4--7.828 SF (9,329 Sr-1,217 SF)X 3-24,336 SF ttt 1 Total Requbed-15.508 SF Total Provided=Fully Restued 50'Buffer- ttlll •I }-- / 1 I 1 I / Es.oel for Obse,vollon Plotiorms i � `.\ �.. ♦IBI � Sh/ 1 I i i �I ' I1\ FUTURE 1 . GARAGE FUTURE IIII ♦ I I 1 I\ 11 \I ee / GARAGE ` \166.3 -_--_-- 169.3 192.5 I\ POSED `-----------�- ----- -- -- -- --s`---------- ,------- 229.1 `) / 221,616�F.1.09tAC to MLW' (IsabBl�Barzun,et al.) yr' l CTF.209423 - '/ jr 3 Lots / /• /�, -\ s •.\ 198,48D.i'SF 4.553AC to MLW - EXISTING DOMESTIC WELL TO BE i II CONVERTED'TO IRRIGATION V/ELL y0 /� (Cheares-y.-LoWL11) /// �'� LOt6 \ S. / \ / CTF.209424 f 192,623+SF 4.42±AC to MLW (The Stuff,LLC) Ape— 3 1 I CTF.209425 ��\ ♦ v / 25.6 ) Loc lion of Eoeislin9 Syelem 1 Rem12.8 oved in \ II / I M-12 Accordance wit 1 50%RESERVE JIOL'MR WJ54 nI-T1��-JJ.S-►� O I� n 33.5 I Z H-7 33.5 IURE O _S.yam 1 �ia'r/7/�/- / •� 11 I \ / /•/'� {-\ GARAGE iT.& - O N h 3 i.. } TM-4 PROPOSED J % \ / \ PROPOSED (a { } rC B BEDROOLIO LO % i i \e s�ncw y ---- , 507L RE R SEPTIC / % PROPOSED Y. BUFF i LocoPanx of O I �� +/// HOusE - /Exislln s t { L I 4_ //� I 1 jto be Abandons Z 12.8 _ ill / /or Removed In PRO. W 1 - 12.8 C __J L,aAccordance Wth C ? r1i _ �_-- j JIOCMR 15.354 5N D J F% I R.- ml -i tl r Jas / BI 6/p it= .nn•:rrn'\ `, m I ✓ �r + / W-10 i LT11(JESi 1H_6 O \♦ O I '♦. t( J T/� %i-/'i /J S� f�ru= /. //ter TH-S _/J TH-5 dao 4z.o \ { N It I O PROPOSED O I O \ 1; o '�••�r, yra.` '•,T�' I . )PROPosro O .O O 'J71 I \ ! 0_ 1 BEDROOM //// ,To BE ,_-.--.-_;s)= -100'B Ilex -I-- - _ _ �SEPRC : /J.L"NULI, AD IRON Pea I5. ) // ..-At T'•� RELOCATED DWEELL7NG iN-2 - Z g181 / •'. �\V� -PROVIDE DRIP EDGES- -: RELOCATED OWELUNG i // ` FOR ROOF RUNOFF I l I PROVIDE DRIP EDGES- - / -\',\ i \ ♦ - 1 •• -I J�/----.IF /18 d FOR ROOF RUNOFF�V / {; FFE 41.0S \ ". •� v�1^ / '//.•-, _ PFro \ I�ELOCA TED WELLINq FFE 4I.5't"- /// /-; l _"� \ Lo'gllcn •PROVIDE DRI EDGES' I Q --_ \ \' oEris in S 1 C (t 4 b I 5 FOR ROOF UNOFFt ) / '/ /'i ♦\•I 1\I i -JB-- or 1 embovgd In 0 I FFE 4. : I ` I I I ..` 1 rl I _ I' 310'MR 15.54 1 I I/ �` I I PATIO k WALK I t -'- +PROPOSED I I I ( t PATIO @ W CXS �'1 I (950 S.F.f) { =a ! ` /%I. d.' �•r/rrrrrr/rJ r/rr rrrrrir" sorsrPf) PAno x WALK / ra Pf /1 I e \1 \ / a ' 15D �DDL r-vyh ,. - �_- _.__ l/i ll - 1} \•� � 100'� 11H_ / I os.Ft r r lla'n L't. / �!r. ! 11, sD'•s nq�' /)) L.T - --I / /..5, -e'7 '-0, so sane, / I I I �- fi i STUR EO AREAY % / DIS7I�RBED AREAS - T'- ''--_--_--�'I DISTUR6EDA AS I .'.! (t \I\ .'\? ��\ LL_ r / ' 4 I L BE RESTORED WITH D BE RESTORE WITH PROPO tDSED'/ TO/E RESTORED Vi / TO , I I /iH ///ill l IIy \. DRY MEADOW r DRY MEADOIJ I Y-MEA PA // 1 1 i\' I,Aq``'. •, RI Ij /A / ER ON CONTROL MIX *S` 1 OR J NATURAL STONES_ ION CONiR L MIX - /, //11 l \'n%%*.'r,'r0''�`�.. 1/// / FJlOSION CONTROL Mlffr/I/.//., / • OR APPROVED EOUIVA / /• .% //// - �... ; ---1- JY p TO PERMANENTLY DELINEATE sD-, r;t J;// /'i I"'.••`.�'?,j "-\ t L P { 1.OR J NA 7URAL STONES RESTORED 50'BUFFER _ .- re;;L:v e, _ �' I.EKIIIInb I I 1 1/ '+'t'�t/' } I\' •�1}1 7 50 PROPOSED VA]RK LIMIT / t 7O PERMANEED EQUIVALENT ..•Ib.. ! PATH 50OR ---'---- - _ _-J �Pr./tbe!/•�ICP I)I , Y BAL SILT RESTORED 50'BUFFER_ ;_ I / lit t. iaP o!Town&Slate l./ 1 I{'I ` .t. HA. ..E5..WIH SILIENGN 1•, I I Oollned Goa stal aan ._....�.,."•: % I 1 1 1 PROP05t1J1{BSE Van \\ : p t i --� m a!CIS Had ED�OBSERYr17)IJN�..('//�r. �r>\ cLA1F0'RM:A�ERAO (144IS.F5'. r o. / -___-___ �_-_ �4.Q•TFgRLI.LOrraUUr, .�dNACLQC'71 OY'BLAE SilAil>.BE - _ ioP of mwn k slnle T0.Y71CATIybbAAj17-Fl[IS71N0'�1710 -- ♦1ELQA,S)�D.TQ aV01D\VEE,E}, ON Definebd"Covslol Bank - ;``./i•/ .' .61 .f5,-`_ �::,_= :cam'.:-•zr. --- ____ __- __ __ __ _ - _ ----- •'�/NC( "•.�:y;< • _- _--'1.'OR.JSIA A1.9 DNS+` -_`PR9POSEffMDSER-VA7_R1N ���:• PLA47`O K-A7 T.RFOE 144 _ OR:APPROVER-Ef)UIVALEbLC - __---__-_-_-__ ______ __- _ _-__/��/��% \___- �.•G .�." _ �=-TO�ERMANENILY'9EEWEATE _--fW6L..L0 A1TfkI F9LAPl�.HA��f�_ _ -'�-•"'_-�-----__ _ • '�'` \: __---_-jtEgTDREU•sO;BULFE(L'- =DEL-D At J�ysTEp=roo-n�D'I�V�E[Annv_ _ �=•_=.._ -__-- - -..._- -- --- -- -- -- i --- --- - --- FEMa zone ones As Showne, 500 _---- -- __ - `` - _ - _--_ -_----_�7•€-+J FIRM NaP Numbu 25001 CO756J ' _---------- - __ ------ __../� .- ♦\�'::� ^��--� �"-.__- _ ��-_- --____ ff.Jul 15,2014 o - 7 - 5 Bottom o/Bonk .._•�- _ _ _ �, - _ or Existing Stairs,Pier, / 1 a and SEJ-21 Racks _J'. ._ .,,....�.._ _ L14 B `- --- � Sae SEJ-212J ---- � -- ---- ___-.__ _ _ - _ "_- Legend: - Covslal Beach -"--'- - -___ Ca=sle�9each - -J-----,I --- - ---a..-.m, ---- "-----' - eeao,Tree -- - - - ----- -- -. -O_ Holly-Tree --- --- -_ _ Mean Law water - - _ 108d:' i 1 ' Meon Nigh Wet., J } Caniluous Trea 7 2014 Co to t Bay o Ulaty -0 Guy O U1611y Pole alai ® well -oew- orerneoe IWre. --25-- Elevation Conlon, Add Setbacks 11 3 2016 Add Comments per Health Department 8 4 2016 , Add Septic 61201201611 Revision:Incorporate Conservation Comments14112120161 - TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Im rovments • �+ The Bluff LLC, et ol. 1.) The property line information shown Was m p At p Engineering&CapeJUfV compiled from available record information. 111�`�//7'/(J�, C p tJ1 Jn -West By Rd,SuIs OS ~ Ulil'{/L� l/OnO�1111g,Llµ oste ne MA 02655 2.) The topographic informotion was obtained 181-185 Putnam Avenue e�oelslaseu•R0.lst!••7Be11i11�d,0.5r•IBe W1@•JJ IsgeT•m-a9e4/ugasam•. from an on the ground survey performed on �\ BARNSTABLE (eQtL,lt) MASS °°"•w0e utAA11&-i or beleteen 241FE8/11 and•98,(,QtMTPr 0 1 Draft:JOD Field: WHK KAR 3.) The datum used is NAVD ' o fixed mean w / 20 0 10 20 40, 80 sea level datum. 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VENEER6TEFER TO ORJNEERIREF'ER TOMDxI o STa+ -- --- HALL------------- HALL RO 1,1111 N KITCHEN cu I� DINING uuu BAr-K MCI L, _ HALL: I; BEDROOM I - - BACK TO BE REWIL WI�%4 IFEE GOV'DFT� BEDROOM I PORCH DECYJN6 ON P.T.FRAME - I' PORCH oN 9 ". --------� DESIc BATH. I ,@01m OPORCH O _ .Y a - GENERAL PLAN NOTES WALL/DEMO . - - -ALL EXT.KALLS TO MATCH ENISTINS _ M4LL5 Alm ITEM6 TO - TO W RE WILT WITH IM IPE -ALL INT.XALL5 TO MATLN E%15TNIG BE REMOVED DECKING ON P.T.FRAME ., ' EKISTINb HALU TO . -ENTRY IV OR TO Be C45TOM R81AIN �_ �<3y of e c -REFER TO ELEVAnONS FOR MOONNM r1ALV - c�y-Uo '2 3'd RO.IEI6NT5 ABOVE•J.eFIOOR ^ a 3 ^o�I- •`• DEMO NOTES F I R S T F L O O R F L A N FIR5T FLOOR LNING AREA.1,113 50.FT. = c ^ ENISTIN6 DA%W ArWr*I FALLS 3<L^- m is"9s� TO BE REMOVED Alm PATGED AS u c c: ._ o o a . 5 G A L E. 1/4' . 1'-O' NEEDED OR REPLACED AS NOIID. •=v=-_c C r Nam--• ?HNC NORRffAaT COTTASE I _NORTIQ.T CORASE .E `I � � C O O " �-I- QV o O L -SEAT I -------------------- I. vm000 O BEDROOM 5 BEDROOM 2 Q N RBN7VE ENISn K - i =^ /�Jtm p�E•TH BRA M1TN d"//, WMM MAggLL��TrV G]%�IW O_I MATCH FJc15TINS . MATCN TINb z•-r job no, Isw date . 75 ocToeER 2DI6 r' ;Q7 BEDS 4 _ scale As NOTED UPPER ----- I -"--- UPPER drawn HALL HALL . rev. . - rev. g 5 G O N D FLOOR L A N 5ELOMm FLOOR LIVIN5 AREA=2P65 50.FT. A-2 ,D SCALE• I/4' • 1'-O' O o ISSUED FOR PERMUNG Bht 2 Of 5 96121/2'N•BxI5nN6-NORTHEAST LOTTAOFJ SS'•r./.MASTIN164OI¢MiSr LOfTASO o ' •" - � FoamAnoNBETffRALrmT�r F c .. 27•4 V2'.)•BNISnNW W-W N-BNSTNS) T-10"./•(USTINS) t0'A'.)-(EXISTINS) 941 IA•N•(EASINS) 2Y-4 I/J'N-USTINB) _b d -R0.1 MBK O 2V)02"TC WALLS W BE ET . IO'T14ICKINS ON 2CA2'GONE.CONCRETE - o vVOi. FOOIN6 W KEY;RIPAOE 2 ROWS OF 9 us REBAR•TOP 4 LEIS ON OF WALL; IREFat TD DETAILS ON A-IJ FOR MALL IIp6HT4) ~ L N .. SILLS To BE(2)2J0(PNESSIIJE TREAT®)Al WAX Lm u Z OALVANIgD Sly ANCHOR BOLTS•7-6'OL.MIN AND V •12-FROM W04ERS.BOLTS SNAL)_ENGAGE ov • BOTH RATES AND BE FA5IBFD W 9'NS'RATE WASHERS: w �, w THERE SHALL BE A MN OF 2 BOLTS PER SILL MASHER -J \wJ1 ON dV.S44 FOR A ON LpPM SILL SEE BOLTS TORS IN F AW-A�r I SILL AT TIRtE O EE EMBEooED' M r EC -BASEMENT 9-/b5 TO BE 4'CONCRETE m i - WOO PSU W M)•J 6X6 KAXAI.4 MIREOVIR - ' WIMPAC WD TO qS% GRAVEL m . OOMPACTIE TO0APEOMAX ORY AVEDBE+ITY E /1 .. O .. PRPADE AWTIONAL 51LL5AMIN6 O AS!�BELOW EXISTING ROOK m = JOISTS. 10'FROSTPJALL - • O . . MAINTAIN WO"MIN. FROM TO •. , - - BOTTOM OFFOOIN6 MAINTAIN 4'O'MR HMO. Ae -o ____ ___ __ _ ____ ___ _ BOTTOM OF FOroOTINS __ ____ _ _ ____ ___ _ _ — i . - 1 -6.OF COMPATED CRUSHED • .. r - STOW SDI LEVEL OF ' 6RA1DE r 1�. •FgROH 7 I ® Fy . 2X6 .T.]N6 DELIc AS O P.T. / H --+ ' r - OAST 2N4 Wf IN t V ' c • N r r r -� r r ,• r r yG -- - -------- - -------------- ®� ERIC J. G� r ..---------- FORM •— �m �< r ERH- ;.' r-� -- - - -- ••bse►T®�noNs � � CED OLM � cn RISE - aI Irevl WHEN DE.Mb >-". • x O $TRUCTU RAL rr r � r 4• 5 a S2IAl rBDr - Eli f - - -- - - - y I U 4! 3 cv O 89� - ------ ''os.X< s I o NO. 3 62 =< h g r � s r er rF 61 , a r / r . S r A54T®FW.MN6 ' +�• T - -------- ----i ;GD'�TION rcBD) ; - ��DIRECTION rcFRABFIDNJ6_ FRrcAHMDIK I DIA�LTIONFIr9 tG L �N _ N _ r r r� ----------- 1 rl m r ----- -------- --_ -- ---------------------- r rr r ` (♦,' ; EQ)AL - .------- -+ -ii EOWL EOVAL m 4•b/ BASEMENT" FRAMN6 - ______ i , pW✓ELTION rcDDJ DIRFLTION(TBDJ7 FORM 2%4KEY IN, __-SimTYPIOALOETAIL - ;' •� - - N1 srO M1OMEROP A LEVEL FOR BEAM er PIl7N0G ApprygNl` - - - -• r �.e5e >Sia=gLs STOW GRADE•PORLN T • i 9l1'yFlllmtl M -- ••ASSLt W LOCATIONS OF _ ___ __ 'OF OONPATED GRIFI® rdg j,• '-'�€'�4�LO e ... AS faEOV/ '.� IEBD®BfiLW1 EJWSI. H 61ROER4.rO�oErERM1)!ep S, . !: • '$.oa' � 6 < < AND IVEN D134P $TpE SaFHt LEVEL OF ' r� rr Fi001t J0614 •r* LIMA)BE6i x TONE •PORCH'- gcv1c II ^ v /,7 ¢ ASSUMED FRAMN6 eF `ASS FRAMIIKn�• L r; r, r . 4Y FROSM4LL r r DIRECTION(I'J3D>J• � I OIFFLiNTJ rcBD) T MAINTAIN 4'O'MIN. ___ __ ___ ____ _ __ _ _ - FROSIWALL FROM GRADE ro- MAINTAIN 4'C MN .C qz3:Eaa g BOTTOM OF FoonHS ,. ' i2Xd NET IN _ ' ' c6 ���ey e s r r FORM •. .n - - r .. - .' a _ r �r X MAJN4'O'MIIL ' MAINTAIN 4'O'MIN _ r , r FROM GRADE TO BOTTOM OF FOOTING ' . r _____ __ _ _ ___ ____ r _____ __ _ IIIIIIF IIIIIIt IIIIIIF //'--MA - ' _ 4 ' _ 4- ' ' ... � -•� �� �' I .I .I. .� r __ _ Mf _ BOTTOM OP PFROM&RAOE'r0�" '. ..� - _- .. _ ___ __. .� - •- _- •� • � 2X6 � IS/PT 2X6 � -__ ______5__ ___ __+__ _____ _________ _____ ________ ________________ _ ____ __ _ _____________ __ - - _ �^L`` u) TO Be DE16611N� .EASTINS FLOOR n I + I NY DIA LONC.II.� el 0 W c N \v\ W20'�LFOeE ,r. F C pp JE -�\ - 0 LA Top OF EXIST:FRL F1GOR�-. _ O L Q. ` \\J\ Puar FLooR v BfiOR GIS/1N4NS 9TFWONRAL FWNDATON NOTES •�I0 E O 6`OF OGPW ATED fAPL® •.. I I LA PALLSTOFR.FALLLN-T6Hf SECURED N r Q C 1 IQi(c sr FROMt ro sEGJf�TY .� STOF LSlROPATIEVS of c 5T R •PORCH I I NO POOnN6 ro BE RACED IN G O "ROM HATER OR FROZEN SOIL V) 4� / ` •.. - ATcrn OAY4n�i6TN MN F'C.s.00o Fsl r •O O 00}�.r . J` ••FDDAA110N WLLL L66NT I I I II: .CNAIKE ro VART BASED W' CA MS FLOOR ELEVATION \ -6ALRLgpRQEINPORpId�Np6q��j ro BE ASM A61S. u CH SAME&E KAI ND I I I I _ TO BE B'OMi9 ON 17�CONCfiE1E FiNlIIN6 ¢ T SLAB ELEVATION _ �• _ PRO.ECT 12''eEYOD FIF�LALE FOVJDATION GOWAIIEVE MALL ' - W IS REBAR•6'OL.EA PAY;INTERIOR FRI M COWRETE � 11 -LGlIFLnoIG OF FILL)EIGHT FL{F®AnON �i .. _ - MALLS TO FROSTMALLS TO Be SECLI®W job no, 19o'L L�r aAsr FROM 2x4) o tv g� p�l '4 f�1�4 - 4 I�x 'P�I�'4 -CLEAR covER FOR RBNFORLINB io�B• date 29 OcrOBEFt 2016 Its 4I$m �o. 1�4 r DFFooTn as scale : As NOT= REave•B'oa g�K{Lo` �dKS o� ��.t•�p" �K� p^ .SEE STmGnm 6EKSM NOTES drawn: Iewv .p 631SK .o.I K FOC oI K, G AILS FOR oIIElt. 4 rw of FGoiNe -Ail STEa carWJEOnoN4 FADED REMENTS rev. O S'-10'N-BASINS) W-6 V2'N-BASTN6) B'+O N-BASINS) W-2 VY N-B%ISTINS) W4 VT N-BASMY+) 6'-1`N-BASINS) N FIELD.REFER TO SiFNCIFAL - _ - oRArWN6s.- rev. _eDnon oP FmrN6� - r 7 r SAK=SLAB roNOBWOERRSWTIOS s r SS'a v2•./-BMWSnNs-NORTHEAST COTTAGE/ BB'-O'./-B%5TrH5-NQtIWFSr LORA6O THAN 600 SM ATE FEET A- 1 DETAIL AT FOUND.(TYPICAL) FOUNDATION PLAN _ n $GALE 1/2" 1-0' .I - o 5CALE. 1/4• . 1'-O' - ISSUED FOR PERMITTING snt I of 9 >Y ---------- ---- ----------- --------r------- ------ ------ ------ o - WALL/DEMO BLCO TYPE•C BRICK FACADE AT I i YY 10'EXTENSION LOCATION OF NEA L ATION O7 HEM N V STOVE:l4TAL STAB I - I STOJE l4TAL 5T,D5 _ _______ N COCA 1 " IDLA AT TION OF NEW �. AT TION OF NEW _ WALLS AND ITEl9 TO t N MENTAL FLI.E I - „ „ I MENTAL FLLE ________ BE REMOVED �. ---______v , EXISTING A11.9 TO _ `--------- � � LIVING ......." � RB4A1N = LIVING 116 _ FOOD BURNRNa CAST I GOV'D I FOOD[M116 CAST ' IRON BTOVE ON PORG-I IRON wove oN(WAND. DEMO NOTES RAISED HEARTH(MAW- I - I FkT RERT.Bb) l i FACTAHtE TBD) a-, •._______.1 i . - - __ - EXISTINS CAST®WINDOW91 WALLS �EXISTINS DECKS AND STAIRS TO BE REMOVED AND PATLNED A9 • ; .. REMOVE EXISTING CHIMNEY i - TO BE RH,iJIL WITH 1X4 In EXISTING LNIMI:EY N �OR REPLACED As NOTED. y pRREPAL.gACpE�,WHI�TI NEWBRp�pCK ' DECK T _ __ Tp�RPgL.AECpE�W�ITH IEYI YbBROID VEIEER If�fTO •• I �vETEHt(f�F�TO DILJ E - ING DN a FRAME 6EIERAL PLAN NOTES vs U ' CA e. � b iJ O AGK - � EXT.Y/ALLS TO MATCNE%15TING _- .Oxe-E DOOR /-� LP -- - ALL ALL Mr.WALLS TO MATCH EXISTING RD d v 32 In x 6-11 �/—EXISTING arE F'1 c Dn: FBI c> . -ENTRY DODR TO Be cu9TOM V REFER TO ELEVATION5 FOR WINDOW . DINING x >:. ..~ �TGHEN -' RD,NE16MM ABOVE SIWLOOR . • - . - • ,. w . ----- -------- BAGS - < - - _ - HALL: .. ` .. GOV`D .. - XIBE�DECT DECKS S In _ � BEDROOMI BACK' M u EXISTING DECKS AND STAIRS PORCH x PORCH DECKINS ON P.T.FRAME - _ w , �. � o Wo BEDROOM 2 • O cu TO BE R®11LT WTH 1X4 In - - D ffi BATH. I - DECKING GN P.T.FRAME _ • r .. PORCH - -- — - ----------- - �- -- ----�--------- '---- �--- ---- ---- ----------------� . EXISTING PEC49 AND STAIRS • 0*0 TO BE REBUILT WITH 1X4 In - - - . v DECKING ON P.T.FRAME F -I R S T F..L O O R P L A N FIRST FLOOR LIVING AREA.LTI9 50.FT. r .. t SCALE. 1/4• 1.'-0' 3 - . -- NORTHEAST COTTAGE NORTIO'ff5T COTTAGE - - ,mt m�tP e ,.SEAT - ag :. - ____, _ _____ _ _ _______ ,mU�m - i • i BEDROOMS • _ gRBRp,ERNIA)WE EXISTING IInI "�� REMOVE BRICK�O BRICK 4VBH TO • f� IUI �•. - +• t �. , - MATCH EXISTING 2'-I• � - 2'-I• MATCH EXISTING .. - UPPER ( ) - UPPER. .2-1— Q V 'p . - HALL J ...` I HALL v p V LIVING 5PAGE. f» V O i V) N _ O �m000 O - ¢ i -BEDROOM 5 - - " -:BEDROOM 6 it ' BATH.2 BATH.2 job no.: 1so4 date 25 OOTOBER 2016, QO. .__ __________________. _ Scale AS NOTED p H. drawn: KMW rev. Fl ---------------------- - _ rev. R SFGCND F L O O R PLAN 1 SECOND FLOOR LIVING AREA=2P65 SO.FT.SCALE, 1/4' I'-0' A-2 ISSUED FOR PERMITTING rht 2 Of 5 ZONE: DIRECTIONS: •- ,t RF(RPOD) From Hyannis-Take Route 28 ♦,t��� Area(min.)67,120 SF into Cotuik Take a left at lights (Frontage(min) 150' onto Putnam Avenue; After Old Buffer Zone Calculations i a�l2f15'x f 1Mdth (min)no Post Road intersection take a Setbacs: left onto dirt driveway for J/135. Fronk toYi5on9 Side 15• FUTURE /I81-1,142 SF BID+216 SF PARO eyA' 1 1,003 SF OLD Rear 15' GARAGE i i 11185 0 SF C` d� .. / 1 FEMA FLOOD ZONE I Total 1•<615F Tms' r i Zones X. 29., AE EL12, &AE(EL74 ---- `-^ so-loos W4 .g.- � Map.B 25001C0543J&)25001C075) -------- --------- ---- rI i /lal=465 SF OLD \�• t} 1 Rayaan P4 x^4 ice.'.• ---- I I 1183=561 SF OLD Rt1en eft. July 16, 2014 1185-191 SF BLD r X N q, , i _ I _ 1t III Total�1,217 SF �� . REVISED GROUNDOATER, ''" PROTECTION OVERLAY DISTRICT: Proposed ' 01 fig."te a .a- j 1 /181 a 216 SF OBSERVATION PLATFORMS AP-Aquifer Protectio District' I 1183=144 SF OBSERVATION PLATFORMS Location Map ; Iles-144 SF OBSERVATION PLATFORMS 1'-2000't I '' i 1 Total-504 5F 1 i WELL WELL I 50- O^. I 1 O ® j /181.1,782 SF BID+1.150 SF PATIO 1 1 ; WELL 1183=1.526 SF BLS+950 SF PA no 1185-Z421 SF OLD+1,500 SF PATIO i it i i Total=9.329 SF I j i itigation Rapbsd t (504 SF-Z461 SF)X 4--7.828 SF I 1 1 I 1 I f (9,329 SF-1.217_W)X 3>24,336 SF Pro Total Ruired vided= 8 SF Fu10Rostw ifwr ad 50'Bu - \\I 't I -�— ` { I i , Except far Observation Platforms i� . t I L IIII 1 ♦II t `;•. ;' ) `:I` ; -'-,, b /,' ♦to `FUTURE''\ GARAGE \ r' •t I I \1 I `166.3 I % r , ./ i 7 --a ♦�` .\ �'3E.^.._.__ ___.....___._-._. ._ -`��--- - - OPO Slt Cato $ r 1 / 221,616tSF5.09tACtoMLW- 229.1 b ,. : (Isabel'BarzLin,et al.) Assessors Reference: J / / Map 036,Parcel 040 Lot 5 EXISTING DOMESTIC WELL TO BE 19B,g60t•�F4.553AC to�4LW 1XrL 'VpPX/ CONVERTED-l0 IRRIGATION WELL t/ CTF209424 REL aTED -i - � l I Assessors Reference: RACE ' I '' a s. Mop 036, Parcel 040-002 / 25.6 Locvtionx of I Existing System 773 / o ba Abontlan f ]._ -- 17.5 ' i 1 ! I .............._ .. vetl In .. ... . ........ 1.8 /,-> _o 28 > / I TM_1j Accordance it Y 310CMR( SOR RESERVE US J54 9el•w;�� :� Lof 6 \ 3 �'� 2 f><s IN O s s f 192,623tSF 4.42t�1C t MLW \ \\ / iH-us�----•J3s---�1f=J _�--; . f z' / -"(The Bluff,LLC) : \ CTF.209425 \ Assessors Refere e. \ Mil% bt P z `., 036,Parcel 40-003 O \\ .r / GARAGE 12 I % k-- -k 7N-4 PROPOSED b , 8 BEDROOMO ,:^�'-i i \'♦B BROOM R SEPTIC W N FUTURE Y.: V\\ N h BLUFF / Approx. / O ..�✓ HOUSE /, L oti f O �— yp. r IY JTY% %Existing System \ 2 3 p g- i i'w Removed in ith 2 128 ... /I ....... y �f II. _J 1 II � i C '.' S40 O \/t ewdonce J 12.8 \ ,.,,.. r�D{i1 O I / �( i NffUSE �\ �JSV` EST ��/ % / _fY2/�///LLlLLL//, M 9 /., G/L//IL./.LJJ \ 1F1-5 I` 420 �: 420 \�. T1 J - V / L i ROPO I _....._- _ O ,_ .-- I00' Nor( 1 32.3.' J7.4 I �. d 10 BEDROWA '�'%%:::�:.t:' �1--. -.- .� _. N _-".7i- _ _._ ly`• � F t00' O t00'Buyer �"�+;�,, � RELOCATED,,.,... 0... q 81 i i x _..._, FORRDWELLING—_. -2 /RELOCATED DWELLING •' [�_ s� \ -PROVIDE DRIP EDGES- IN- DRIP EDGES- ;l-1� FOR ROOF RUNOFF / FOR ROOF RUNOFF ._ 'i//' \ FFE 41.0t pa I.c of �x \ RELOCATED WELLING / O ' FFE 41,5•f' .:)-i\\ '\\\ L >;tim T 1 •PROVIDE 11R1 EDGES' . S)ot I FOR ROOF UNOFFI (, ♦� o b Aland ed� i i mmoeed Nr _. •{�._. - __ - S,', l I: I -i��I f PATIO&OWAD JI R 15. 4� -PROPOSED= f y'.t t! I - ' PATIO S WALKS t i: ,'r,I (950 S.F. :il,l . - - 7 Y, tom/ sED w /� ,1 \ ..i DOLL% WALKIDD ---"-1 DISTURBED AS l V; i 1'j�\=.', LL t BiS UR8E0 ARIAS' /rr OIST REED AREAS BE RESTORE? Wlnl 111 PROPO t 'f':II�I ' \' / W1jN /. 70 BE RESTORED TN 2 OR 3 NATURAL STONES- �MEADGfX%4 'A11X PAnI .•/ j//III; ±,\ \ ` ? .` M D E� DRy J �' �!Y MEADO�V}Y7 OR APPROVED EQUIVALENT /, //j// } \� \'\ i//r. Y. T`AON CON TAOL �//.//./ EROJON CONTROL MI% •• �._ -- PR m PERMANENTLY DELINEATE SO. _ -�r- ' ' `•' RESTORED 50'BUFFER I \ 2 3 NATURAL STONES th§9WIIh I /III /( 50 PROPOSED WORK LIMIT PA 50 TpR A PROVED EQUIVALENT ....... ... .. . PERMAfJEN1L EU� � Top o1 Town d:State �J✓%� '•', ii 1 NAY BALE$ _NiTH SILT FENp1N RESiGRED 50'etl De6ne0 coastal eon - DA-14061 - _ - PROP`` ✓ .•``+,qy�,,� t75Ep BSERyX ,�//� 1F�0}tM•AT CRAOE`(IL C.��\�WE ��. rineb`C�s6 - - _ `\ 1: E 7 P Sfofa _R ON 0 B k ®/M! - _ __ - --- _ ._ - _-�_ -._.- - /// ��/ __ _ 7•MA•1t1(taL STO1fE5. ..`:-PItB -IT_a AM347IDN r _ _ ___--- _- __ __-_ •i i%// -�. r�\ `\` � vEa-a JALEH.O R PiaiF6,BLr AT raAnE�1a4 sF2' •• ---- --- --= _ =c _ -- — — - -. _YOREBRTt�O'S11;-�iFE[LEA�_....DE4a.AII,N 5 7e A _ Sd- FrMA e Lin zz Map Nu 00 eft July 6.2014MIC0 -� o o - _ ° B ft-of Bank,•. - - - _ / _ -- X E09e of BaoN ro _____ _ _ - I�., ( 9 Existing Stairs, _ i -- Af and Storoga Racks � ` ---` Sae SEJ-2113 Coastal Beach - � - Legend: —-- —-- Coastal Beach ,��.-'E�ilf-t"✓Th�``a .� .>_ _.>-.,�-._��------� _� � ... ._----- -- - 0 ceew-a it 1.t S!r. rG - .._ —.—�.__ - _ _ __�. ✓' ` Hour r 108t' 10 k 4 Mean Nigh Woter �' "--I O ( E1e1.8'NGVD'29 • i1(//.�,� /f. /1 R 1 Con erais Tree AlL VOL�,a ✓�� ti July 2074 � ��DH ! 4 Utility Pda Add P.elacated GcrOae to 85 "4'AS 2DL - Ado/ 0 wen a Cn.ce budclo facets 2 ZO 20la Reduced —OHW— Owrllead Mras Add Setbccs (,1 3 2016 1 � --25-- Elewlion Cont- Add ComnIerts ner H-Ifh Deacrfinen! 181412016 Add SeOtic16120120161 PY Revision:Inconc—te Conservation Comments 14 12 2016 FTL Site Plan PREPARED BY., PREPARED FOR: NOTES: Proposed Improvments suilivaiiC,Jnonasueltei,n,gn,,Inc,&CapeSUt'V The Bluff LLC, et OI. 1.) The property line information sho- wascompiled from available record information.At z3Nksr ear Ra.sane c osterwle Ma oz655 2.)The topographic information was obtained 181-185 Putnam Avenui 4-en Bta 659•7 PMkw Roo OsWAK MA 02655 from an on the ground survey performed on _-L BARNSTABLE, (Cotuit) MASS • MeL� "°�W or between 24IFEBIII and 27/AUG/15. O /+{,, Draft:MD Field: WHK KAR 3.)The datum used is NAVD '88, a fixed mean DA T`:March I 11, 201 6 SCALE: 1 tr_i]Af 20 O to 20 a0 80 tVl 20 Review: JEl p,�D sea level datum. Coin ra/f Review:RRL Project:98124 Droving E7 C527_I132 ex7 m 8 E tom- YY v cd ._ a � y E btu O r ip C --------------- b ---------------- LIVIN. r G LIVING PORCH �D.W. �� •______ D.NL DN. eE3A HALL - ----r----- r_____ --r n !i KITCHEN KITCHEN5ACKHALL.GOV'D PORCH BE BATH. IPORCH QOm .-n_ ____ __ __ ____ ____ p Q� C � Vf .fA C C D� (Lf +¢ fu C yC c0 LL F I R S T FLOOR PLAN c L d- FIRST FLOOR LIVING AREA=.555 50.FT Q LL 6ARA6E AREA 496 50.FT. - co SCALE: I/4 = I'_O . . _--cot00V Job no.: 1509 date 26.LLY 2016 - - SC8Ie AS NOTED drawn rev. rev. Q A-2 ISSUED FOR REVIEW am of a � a -------------- -------------- - --- ------------------------ -------------- 'Room BE 3 R! M co ,BEDROOM 2 . one �U UPPER UPPER BEDROOM 4 n�I- ('BEDROOM 2 .9 �� $ BEDROOM 3 BATH.2 BATH.2 ------- '3y 8 A 4E=J cc 44 ca e � O 0 ------------------ - Qo •------------------------ - � VI M, M ON cr > O as E m _o SECOND FLOOR PLAN C Co r CA LL - 9lCQa7 FLOOR LMN6 AREA.2,oes eo.R. SCALE. 1/4' 1•-o' - - =3 �� C �++ �m00o N job no., Izn date 2a.ULr 2m drawn pW/ rev. rev. a A— 3 ISSUED MR REVIEW sht 5 of x \ - - SD'-I In'N-IEXLsnxe_-Nokrv-Sr CArTA60 9e'•T./-IEA96040 THM E,LORA6PJ c E E _+T ,,., MOMATiON 6EHERAL NOTES, o y C y Vj 17.E V21N-IETISnIN,) D'41./-1EASnW1 Ti0•./-(PJaDnNS) e1a9v-rExl5nNs1 Ti1112'N-IEASTIN61 22-41/7'./-(EJOSnND) b +�+ -ME.L THICK O 2002'rE M41.L5 NC BE - - 10•TACK ON 24'A2'LONE,CONGI OF mo . FOOTINe W KEY,PROVIDE 2 RL45 OF 5 an v�i VO REBAR•TOP 4 BOTTOM W MALL; 'O 00:ER TO OeTAIL4 ON A4J FOR NALL 1416N15) N v TO SILLS TO BE(2)2X6"ESS1.RE TREATED)W•JD'=' V j• GALVANIZED STD ANCHOR BOLTS•7W OL.MIN APO V •12•FROM LORIEAS.BOLTS SMALL 6R9A6E r N B"PLATES AND BE PASTED W 9'10'MTE INA./ERS. v �• 4 116✓f SHALL BE A MIN OF 2 BOLTS S PER SILL • - OOOTo SOY 44 FORSIiW.1C.R E0.15 ANO OO NS W IN3= _ FNNRQIOATRA OF SIPEIi4 ARIr F TO 1 BE D43EMEP M 10 . -BA58-EW SLABS TO Bel P CONCRETE SOW P5U W MW 6X6 MT.400.4 MIRE N . KEEN ON 6 AL VAPOR BARRIER e OVER 6'NE L-6RADED GRAVEL m COM•ALTED TO 45S MAX DRY OEMUTT E -PROVIDE ADMI04AL SLLSiR INd O ++ AS NEWW BELON EASTIN6 FLOOR cLi •� JOISTS. 10,FROSTYALL y G MAINTAIN 4'-W MIN. FROM 6RADE TO IA • BOTTOM OF FOOTM .- Vw N • -MAINTAIN 4'O•Hot FROM eRAOE ro � BOTTOM OF raonN6 _ r ' ------- -- - - -- -- - -- -- '----------- _ r r r _ co r .. .. - , 6 ofATEDi )aED I - ---------_........... - - 9roNE GRACE•rroaLN - --------------------- "i.'�'1 O F ' P.T. a ' 1 t� ' 4 r ; a i FORM 3X4 KEY IN •D,m c y 7'i i i ' i . - — ------- - E F:i rF- _A5A5514�LOGA, CP ' m X S _ _r;: ry 1'1�� -�- - '' cn I RISERS•e'N- ••61ROBR:v TO 9E OETEWIIN� T .I ` 4' AL962 TBD ��BISNNBI DE,•10-� tl - - - -- --- --- -- -- -- -- - • O r` �T',IIi I l�PLIf -- p� p-------------- ------- 1 1.- M DIRCLnox(TJ)0J DI /1J1 DIREGnOI(TDDJ , , OREOnON tTJSDJ ; d - -- --- - -- - - - - _--- ---------------------------- --------------------------------------------- EaALEWAL ELuu. o = Ow¢===""°"`-s�9 EOI/.L •------------ INS BA5EMENT Xfu --- --- I ---------------'`�__-"-_* �A551ltD FRAMINS' ,r ' i� DPSLn011(TBDT2X4 KEY IN �.SEE TYPILAL OErAiL ' r6'OFCOFFATEDf.RFFm , a ; i'W'RCOMETP f.bb = AT�yL 61RDH2 w FIlOJB7E ADDITIO AL , •T LEVEL 5 OE OF hL4'43R r S•• r 1�m�D67r. ��61�TAD IH LEIEPRED J r i �r � 'OF LLWATED L� ' � i00� ________S•F � S•.- , ____ $TOTE&L4'ER LEVEL OF -.FIOLR 1767E x uITION RESINS � - AS E 6RAOB•PORONr % � C SED 1.®F F.A. I d' D>R(f tl $S oYm 2.2 , " 5 x TMANTAN 4'-0'MBL .: • i i i __ _ _____ _____________________________ _____________________________________________ __ .,,lRRy�•;ev'^�1�epu FROM GRADE TO ^' FNOSTYALL <>_�_ C BOTTOM OF FOOnNS - „ 4:' --- FiiOMA'6ilIDE TO S =ci<g=- Yc�e�m --� i u_.- P a�o�• , r ; ' BOrfPI OF FOOTING - n 5 S u5 T 2X4 KEY IN 'r ,, ______ _ r JO r� 15 • Oi ;: i FON4 ;; ' .' ,_r ___ ___ _____ ____________ __ ______________ ______ ________ ___ _ ______. MAINTAIN 4'4 MIN BORO4 OF FOOTING ' .. ' ' i __________________ ORAJN 4'-0'M4l 2.� �.�:�€$o EY SIR N 6RAVE TO r ii /-MA gad L___________ , '___________________ __I / BOTT M4AVE TO OFFOO Y • BORON OF FOOTN6 A. _ ~ 742"IFQ,9J"r = `TiIPr'.�%FiD30'� -- --------------- -- -- - - - - - - - .-- -------------- --------- --- ------- -------------------- F F itNFL( EA6nN6 Fl.NRSR4ILTLF� 3I� Ln 2IT ?Iz 'J TO BE DEIB"NE7 W DIVE ELL TJEF O r_ 0 p(I W]D-8fl1.FDOnN6Icr aG-iE'lyI� ;2 Ln co O �L �TOP OF EAST FlN T FO• 1V FRST FLOOR 0 - LONG.11.6E TO BE LaATFD �•-'}T V EI EAST"POSTS I I' ` STRUOTARAL FCUNDATON NOTES ( ) E to O TOP OF FOUm. a`J V Ln LaF•ELTICNs OF FULL IEI6M FOUNDATION ++ (� t/, + . I I D•OF LLMPATW C WSHW I I MALLS TO FROSIMALLS TO BE 6FLLRiD W Q = � to Ea • STONE&OMEN LEVEL OP KEY(CAST P10M 2X4) i„•, `Q I. I AS NfD®I I I MAT@I O2 FROZEN WIL O _ STOE GRADE•PORCH - NO PwnN6 ro Mdc®IN 5 REBAR C AT.W EDAygTREN6M NIN FO.9�00 F51 •O (� � LL ••FOFDATIOI MMLL IE1SH` I. I co TO VAN,a.6ED y' O4 EX FLLYJR ELEVAr10N -6KNLApREEIN'OPpGEIFND BE4 g5ArNo9�/6M A66. vy O . nE sNEMNIIL! r0 BB a CMf9'Oon I®Y TMLK coxcr✓Ere FavnN6 Q r U r BL+/ATION RJOTNSS AT MASONRY PR8LKE5 TD b FRO.FLr O•BEYOND FOREPLALE FOMATNIN LOMOiE'IE MALL I W'S REBAR•D'OL.EA MN,,INTERIOR P47M OILONL1M"fOOTiN6 All. g -OONFLTONS O'MAL IEWIR FOUNDATION W KEY I� I 41 9 I NUL9 S F FROM 2"S TO BE SFOfEO W job n0.: IBLYI KEY(LAST TRCM 2%N 4715F8AR 4 �a' ST �o, 4X . qq z 99 v _' a -CLEAR LOVER FOR'IEIIFORON6 TO W 3' date 25 LNLTOBE9i 3016 �3IV - 5 I x q I N TO EOTTOMS OPT SIM O FOOTI SS OR n Fu R i4 PA+4TN)AM 2'AT SDFS OF FOOTIlGS OR scale AS NOTED 5 RE9VR.D'OL. 31m S^ �m iv �u�-i Sii g n SEE ST - qp' p ooCC a[•t�p' -•iff S1T V-AL 6B S FOR MOTES drawn: KAo4 ��OBTAILS ROR On6t ' .4 TOP OF FO]TIN6 ALL Sn$CoNNE "MELDED rev. (EASTMS) W-6 V2'd-MAST446) 6'-10•N-MaSnw) W-2 V2'N-MVSTINS) 16'�V2•N-fflO`TMSI 64'N-ElO5TN6) N PELD.REFER TO STR)CMAL DIRE eorra+oF FLvrB� DRAMN55. rev. RECOWE T 10' T 9D'-2 V3'./-FASTING-NORTHEAST(ATTA6O Be•-e•./-(EASn1K-NORRPEST LOTTA(s;J -CONTROL IN TO SANLUT SLAB CONTROL U71N15-ID BI6SER SELTOt nAN 6W saur<E� R 74 a DETAIL AT FOUND.(TYPICAL) I F O U N D A T 1 0 N F L A N I - SCALE 1/2" I'-O' I - a SCALE. I/a• , I'-o• ISSUED FOR PERMfTTING I snt I Of g E E g o v w w vi __ _ ' _____- __________________ _ __________________ Tv ---------------- ______________________ I o BILLO TYPE•C• BRICK FACADE AT I ILK FALAOE AT -- V IV IB•E%iBlS10N LOCATION OF WA i LOCATON OF _ srOJEa I•ETAL sTuos +'• b I I OCA AI•>EH 0 ATOM T O MEM I - ON. . i i ' DR i !MENTAL FILE��W N i " I `--------.I LIVING - ---• LIVING � _ a...:::� I e I MOOD BI.RIIlK cAsr - GOV'D MON STOVDARNE s cAsr y -� i IRON STOVE ON I �PORGH MISLDE4RRH RAISED D `N - E%ETINB OEGKS AND STAIRS ------------ ------------ REMOVE E%5TINS"IMEY TO t3E R®IIILT YNiH Oft IFE REMOVE EMIT"Ca MWEY REPLACE YRTH NEM MOOD : OECKMS ON P.T.FRAI¢ _ REPLACE Wllll IEJ'1 YtlOD C VA r.Isra+ca�R------------^ - - -r-r`r-; I! -------- HHALL ry s-a%B-B DOOR .HALL ' - RO.3.2 U]%6-II - UP - Z.6TIItB OR14 ^ O N DINING ------ KITCHEN--------uuu .J BACK HALL: I. BACK TO BE 6 DECKS AND STAIRS rd BEDROOM I - PORCH ®I TDrsK1 N P.r." I FRAME GO V'D BEDROOM I PORCH DR _ •. -- -------- OL31'. BATH. I li K _ � O PORGFI I I LLL 777 I ____ ___________ ____ ______________ � _______- _____ __=________=====c-=cam====________====_crcc== . BENERAL PLAN NOTES WALL/DEMO ALL EXT.ANDS TO MATCH E%ISTINB - STING OEL1'S AND 5TAI _ ---_-__ ITAI-L5 ANO ITEMS TO - .. TO BE RE3UILT WRM B(4 PE -ALL INr.MULLS TO MATCH EMSTINB BE R�JkD vEmi4D ON P.T.FRAME i MSTINS MALLS TO n^m t3 m m:5 uo c . -ENTRY DOOR TO EE CUSTOM REMAIN m 1 REM MAL1a L e :_-<,ic' -REFet TO 13EVATIONS FOR MNDON `e.cU<`or_:^o c W.tEIBNiS ABOVE SLeFiaDR DEMO NOTES FIRST FLOOiZ PLAN - •3-em;_' <22. FIR5T FLOOR LNIN&AREA I.173 50.FT. - TO BE 6 DASHED FATC 1 MA US _ TO BE REMOVED AND PAS NO AS - - _ ��€ez9•��`w . SCALE, 1/4' • I'-O' NEEDED OR REPLACED AS N7IED. pto`om—� Ib y ? L . - E NORTHEAST COTTAGE I _NORTIVST CORABE W LO `I IL - 0 4- IV Ln I SEAT I I C toc/ v, IV � L �+= v cd LIZ-m00o 0 BEDROOM 5 BEDROOM 2 ¢ r 1, V•' N REMOVE EXEnNo, REMOVE E%ISTTD 6 • �vM K4W N RIEgYOWC s a-r ST LLl._ Mob no, I509 date - 2r oc.T eER 2o* s--- .Q BED :Q, - scale AS NoTw I ----- ---_I UPPER I drawn UPPER HA HALL : KMW rev. rev. g 5 E G O N D F L O G R P L A N SWIMAD FLOOR LIVING AREA^2FB5 So.FT. A-2 ' 0 ISSUED FOR PERMInING Ent 2 Of B 0 nQ c..n ZONE: DIRECTIONS: ;' © RF (RPOD) From Hyannis -Take Route 28 Area (min.) 87,120 SF into Cotuit; Take a left at lights �/ Frontage (min) 150' onto Putnam Avenue; After Old Buffer Zone Calculations Width (min) no Post Road intersection take a ,' I Y for Setbacks: left onto dirt driveway 135. ' I a ; # v �/� 1 Existing Front 30' ' / I 0-50': >a Side 15' FUTURE �,' ,' #181 = 1,242 SF BLD + 216 SF PATIO GARAGE /' I #183 = 1, SF SF BLD '•. a--: Rear 15 ~ f^ FEMA FLOOD ZONE ______ Total = 2,467 SF ------- - --____ 50-100': I' Tlrtfs ' Zones X, 2� AE(EL12), & AE(EL14) ----------------- - ' _ ;Pt I #181 465 SF BLD Map # 25001 CO543J & 25001 CO7556,--- I #183 = 561 SF BLD eff. July 16, 2014 _ i ' #185 = 191 SF BLD $: Noi :s /' -------------- - it t1 Total = 1,217 SF l / �a REVISED GROUNDWATEF�'�-------- --- Proposed I P I 0-50': PROTECTION OV8RLAY1'DISTRICT. I #181 = 216 SF OBSERVATION PLATFORMS /' I I #183 = 144 SF OBSERVATION PLATFORMS AP - Aquifer Protectior District I 1 #185 = 144 SF OBSERVATION PLATFORMS Location Map Total = 504 SF 1"=2000't I � ASSESSORS REF.: ; i WELL WELL 0': 50-10 I I #181 = 1,782 SF BLD + 1,150 SF PATIO Map 036� Parcel 040 O ' WELL #183 = 1,526 SF BLD + 950 SF PATIO �\ I I I I #185 = 2,421 SF BLD + 1,500 SF PATIO Total = 9,329 SF I Mitigation Required (504 SF - 2,461 SF) X 4 = -7,828 SF I i (9,329 SF - 1,217 SF) X 3 = 24,336 SF Total Required = 16,508 SF Total Provided = Fully Restored 50' Buffer - I I i i Except for Observation Platforms I t FUTURE V� GARAGE I FUTURE ' �\\ ��� GARAGE ` \`\166.3 �` -_. _..- _.._ -. %/ 169.3 192.5 '--------------- ----- Ropo ------------- ------- SE / D _ ----- /, \ _ tot 4 __------ 5.1' t/ 221,6166F 5.09±AC to MLW ------- -- 229.1 / " (lsabelRarzun, et al.) CTF. Lot 5 / EXISTING DOMESTIC WELL TO BE \ �.198,W±SF 4.55±AC tooyL W � • i CONVERITED-- TO IRRIGATION WELL (Chades R. Lew'ell) , Lot 6 f CTF. 209424 ', 192,623±SF 4.42±AC to ML W f I (The Bluff, LLC) I Approx. ' CTF. 209425 \ I = 25.6 Location of \ ' / Existing System I ,% o be Abondone 12.8 \ Removed in 1 .8 •, ' TH-12 � Accordance wit 31OCMR 15.354 / t t 50% RESERVE W j 7�-•1-1 33.5, --1 0 ' 33.5 H-7 33.5 O \ U URE i d / % O ,C) ` GARAGE 12.8 / ti n TH-4 PROPOSED � PROPOSED J in Q0 __ / 8 BEDROOMO � j i / 8 BEDROOM 509 j RE RV SEPTIE �I� / � �,> SEPTIC I,,.) � �t. � ----- ------ j O PROPOSED 7' ,N r1r) / Approx. BLUFF / Location of O ✓ i O HOUSE /Existing System Z ✓ i / / /t be Abandoned 12.8 12.8 O / / or Removed in PR• . W .O J - f -----J I- Accordance with 128 ` , #185 j 310CMR 15.354 SHEp J \ , XIS*tN•G DAZE,_,_ s 33.5 j "85 / Z BE 1� \ _ 40 / TH-]0 . .. - fEST \ TH-6 Ln O PUSE � Q42:D W TH-9 J TH-5 I� 42.0 c LE O 4 T� � .c :- O PROPOSED. O \ O U ADDITION \_ i r -- -_ . _. - • - - . _ - , . _ -1- - - - - / O O /XPROPOSEDlL► O O O S NtLG, 3- cE D 1�� DR OM MOB 00' B ffer EPTIC / PR OSED100, 1.00' Buff -�' AD I TION O RELOCATED DWELLING"�- ....-_- TH-2 Z #181 f f W \ *PROVIDE DRIP EDGES* RELOCATED DWELLING j // c `. FOR ROOF RUNOFF 1 / PROVIDE DRIP EDGES* 1 `., \ FFE 41.0'± �18 / J FOR ROOF RUNOFF :, _._ _ f' i / \ _.. P\ro \ R LOCH D WELLING. / FFE 41,5'± /' I / \ \ `` Lo atian *PROVIDE DRI EDGES* j "r j, \ \ Exis ink S t rrL T 1 FOR ROOF UNOFF ob A66doe 3: - _ or Removed �d FFE 43.5'± I' Accordance,, ith>, PROPOSED 310 MR 15. 54` J �ROPOSED I I I PATIO & WAL 11 --- j 4 (950 S.F. ±) PATIO & WALKS { 1 // OSED l r � ; ✓///r/rT///r///rrr////r�/� Argo 5 P0ffer - l; ` & W1ALK 0' PE / 100 �% ;83 j 1500 S. f�0 l• 50' Buffer _ / - x M ^ina Dwe`;in - - L j / / r ©' 50 Buffer • C ArT E AREAS - DISTURBED A AS t ` LL DISTURBED REASI / TO B T RB E ; I \' \�' f. % /#� / E RESTOREDWITH TO BE RESTORE WI TH PROPOSED S PRO OSED TO E RESTORED WrfH Y-ME-A PA9`H P TH j MEADOW jr / EROSION CONTR(SL MIX /jDRY MEADOW 2 OR 3 NATURAL STONESL (� LION CONTR L--MIX - r i ` OSION CONTROL M ON OR APPROVED EQUIVALENT i / ! / \� \ �// / � - - - - - a _ TO PERMANENTLY DELINEATE L PROPOSED - ! 2 OP 3 NATURAL STONES PATH 50 OR APPROVED EQUIVALENT RESTORED 50' BUFFER ;axis. ExiStjn� 1 50' PROPOSED WORK LIMIT n-!,t P the ;Wit T PERMANENTLY DELINEAT Tmber tStps' (tj iAY BALES / WITH SILT FE 1 O RESTORED 50' BUFFER.._ To of Town & State P = 8 T j - 1 Defined Coastal Ban - f E 0.8 NAV DA-14061 / / j/ PRQPQS OBSERVA.TI l -- top M of CB DH fndD `,` \'COLA ,A GRADE 44S.F. / -RE'ATEf2R :A G67AIE/ , , FIN9L\L�GATIbN SNAFEHL;._SE To o Town & State ce �H of Bank _ _� _ .. 'r!G Ob fl2}1Q §TjNG''PA _ ��L A�US,T�,T�AVOID\VE�E�TA .. ON Define Coastal _. __ Fnd.._ - _ _ -_ _.._ _ - _ ...._ - _ - _.. _ \\ -40 - 1 \\ __ _ ...._. r-k �� _ -_ - _/ �' '� ,�,' i/ � -'.'\ �' `,:�:� � -- -- - -.�..3".ALA•TUR L 5TO ES-. P _ . 4 - - - i - -- - __ ./ \ _.. _ _ flR`;,AF�PROVEL3_ZQUI V,4L�r BE�144 5 F} - -- _ - .._ _ _... . -- _._ - / ,' _ �. . ---..._� r0. PRrV4ANEIVTL;Y D ?IV6ATEfiA ..._ ...... _ _,i Pf--SHr�tt--B� _ _... _._ _-._. _... ..... - _-._ �_ � _._ _ ___. -- - _ --._ _RESTZ�R�D 50._BUEFF(� _._- FIELD AAS"�E� �C?A1f01D..VfGETA_TION -. _ .._.._ -. ......_ ._ _.._ _ - -_ _ _._ ..... _ a`,`` '--- ! ' FEMA Zone Lines __.. ._ ...._._ _ .__ _.... _ '30- _ ._ . _ _ �`, _._ __.. _.... .._ __.._ ._.__ _____ -.- _.-�-- - •_•_, .�\. �. _._ _ "'�- _. __ _..._ - - _-• ,_____ As Shown On FIRM 777777= - _ -- - _.... 1 ,- .... -- ` __• --�-.., _ _ ...i-; `. _._. _ /.�� -.._ .._. ......_ Ma Number 25001C0756J ., ., �: TAIR�'' eff. July 16, 2014 4 - _ - _ _ _ __. -0 Bottom of Bonk -- al alp _._.. ,__ -- - __ - X -- �_-- -- -- - - -- -- -- -- -- - -- - -� o __ _ _ _ 7777 _ ---� �-Zocie h ...... -.._ ..._. -• f Bea �ras T_-. -- o _.. - _. _ _ -. --- __ ---- ._ - _ E ExistingStairs, Pier, ......_ .._... . ._ ..... - _° ........o._ _ . -_ o o _. _. and Storage Racks - -- -- __ __ - ._._ : _ ` ..... - - -- 9 __ __ o o _.. . o_.. ..o _...o... o 0 " - See SE3-2123 - ....... . - - D Coastal Beach - - -- - a c� Coostal Beach ....- _ 3 -0 {�. 0 _ ear Tree I Holly Tree - 108f' -- MeanLow Water _........................................................................_..............__.................................................................._.._..............................___........._.._.................... -"`- ------ U � ...................................... - ............._.................. Deciduous Tree ......_.._....._......_ ........................... Mean High Water ---""1 OFM EI=1.8' NGVD '29 Coniferous Tree July 2014 _._...................._........._..................._... + • 11 CB/DH Bay Guy Otuit �- Utility Pole ``'S/ONAL E\A'`' -'',.. Tidal Well -OHW- Overhead Wires - -25- - Elevation Contour Revision: Add Comments per Health Deportment . 181412016 TI TLE: Site Plan PREPARED BY: PREPARED FOR: NOTES: Proposed Improvments • En ineerin & `'' ry The Bluff LLC, et al. 1.) The property line information shown was I a e u com iled from available record in formation.pp At coisuiting, Inc 23 West Say Rd, Suite G y• Osterville MA 02555 2.) The topographic information was obtained 181 - 185 Putnam Avenue (508)428.3344 P.O. Box 659 7 Parker Road, Osterville, MA02655 (508) 420-20,94 / 420-3995fox from on on the ground survey performed on __-AL seci@sullivanengin.com • www.suilivanengin.com or between 24IFEBIll and 08/AUG/27. BARNSTABLE, (cOtult) MASS Draft: JOD Field: WHK/KAR 20 p 10 20 40 80 ) 3. The datum used is NA VD '88, a fixed mean � n, DATE sec level datum. : June 20, 2016 SCALE: 1 F►_20► Review: JOD Comp./Draft/ Review: RRL . v Project: 98124 Drawing # C527_1G2 ex1 F.F. El. 41.50 F.G. EL. 40'* - *Final Foundation Grading To Be See Note 6 (typ.) 15 Coordinated With Landscape Plan F.G. EL. 40f Min. 3.75' Complies Flow Equilizers -� 1 With As Required Breakout EL. 38.75Z EL. 38.65 2000 Gallon Installer To Septic Tank 1000 Gallon H-20 Required L. 38.40 Top EL. 38.00 Confirm PriorSeptic Tank 737.84 H-20 To Any Work (See Note 5) H-20 Required D-Box EL. 37.68 38.24 (See Note 5) EL. 37.99 I1-20 37.00 Leaching - Chamber Bot. EL. 35.00 Bedding,»T„s All Components inspection Port, If.Encountered Remove & Replace To Be Installed n & Baffels All Unsuitable Soils Within 5' of C) Stable Compacted Base as Per Title 5- The Outer Perimeter of The System SEPTIC NOTES #181 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours T DWELLING EL. 28.0 Prior to Any Excavation For This Project the Contractor Shall Make #181 REL 01"" A.H 1 ED No Groundwater the Required Notifications to Dig Safe(1-888-344-7233)and contact v v Per Test Hole 11 & 12 Sullivan Engineering&Consulting Inc.(508-428-3344). DEVELOPED PROFILE OF SYSTEM 2.The Contractor is Required to Secure Appropriate Permits From Town V Agencies For Construction Defined by This Plan. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall NOT TO SCALE ���� Be Constructed of Class 150 Pressure Pipe and.Shall be Water Tested to SAssure Watertightness. In General,Water Lines Shall be Constructed in PERC TEST': 14,867 Coordination With COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00&310 CMR 15.00. PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING 4.A Minimum of 9"of Cover is Required for All Components. SOIL EVALUATOR NO. 13586 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE DESIGN DATA 5.All Structures Buried Three Feet or More or Subject OCTOBER 30,201 s to Vehicular Traffic to be H-20 Loading.It is the Engineer's Single Family-#181 Recommendation that H-20 Always be Used. SITE PASSED 8 Bedroom @ 110 GPD 6.Install Watertight Risers and Covers to Within 6"of Finished Grade No Garbage Grinder Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. Total Daily Flow=880 GPD All covers are to be maximum 18"for concrete or 24"Cast Iron. TEST HOLE- 9 EL.39.5 TEST HOLE - 10 EL.39.5 TEST HOLE - 11 EL.41.0 TEST HOLE - 12 EL.411 880GPD x 200%=1600 Gallons 7.Septic System to be Installed in Accordance With 310 CMR 15.00& - O/A LAYER I OYR 3/2 O/A LAYER 10YR3/2 O/A LAYER 10YR 3/2 O/A LAYER I OYR 3/2 Use a 2000 Gal Septic Tank& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable A 1000 Gal Septic Tank in Series VERY DARK.GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN .VERY DARK GRAYISH BROWN p Board of Health Regulations. " SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM (Designed for Future Additional Kitchen) 8.All Piping to be Sch.40 PVC. 8 39.0 8 38.8 10 40.2 10 40.2 P g Bw,LAYER I OYR 6/6 Bw LAYER 10YR 6/6 Bw LAYER 1 OYR 6/6 Bw.LAYER I OYR 6/6 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum BROWNISH YELLOW _BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW LEACHING AREA Sump of 6". 22" LOAMY SAND 37.5 26 LOAMY SAND 37.5 22" LOAMY SAND 39.2 24" LOAMY SAND 39.0 880 GPD/0.74(LTAR)=1,189 SF Required 10.Septic Tanks Shall be a 2,000 Gallon,and 1000 Gallon or a C LAYER 1 OYR 7/3 C LAYER 1 OYR 7/3 C LAYER 1 OYR 7/3 C LAYER l OYR 7/3 Use 2 12'-10"x 33'-6"Fields W/500 Gal Chambers Single-2 Compartment Tank with The First Compartment Having a Volume VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN Sidewall=2 X 202'-16+33'-6")2'=370 SF of Not Less Than 1,760 Gallons and the Second of No Less than 880 Gallons. SAND 138" SAND 28:5 SAND � 138 SAND _- 30.0 ' _'�"--`_ ,-""-'�I3"ottom Area='2�'(T2P-lt)"z33-6 )-858 SF ___-._--_�_. _W The Compartments o,tanks"Shall to intercoimected by a Minimum 4"k3 20" PER TEST 37.8 NO GROUNDWATER EN UNTERED 22" PERC TEST 39.2 NO GROUNDWATER ENCOUNTERED Total Provided=1,228 SF Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. 25 GALLONS IN<15 MIN. 25 GALLONS IN<15 MIN. 11.The Separation Distance Between the Septic Tank Inlets and 138" PERC RATE<2 MIN/IN(LIAR=0.74) 28•5 138" PERC RATE<2 MIN/1N(LTAR=0.74) 30•0 LEACHING CHAMBER DESIGN Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED All Pipes to be Schedule 40. Use a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 6-500 Gal.Leaching Chambers in 2 Below the Flow Line,and Shall be Equiped With a Gas Baffle. 12'-10"x 33'-6"Double Washed Stone Fields as Shown. F.F. El. 41.0 F.G. EL. 40.f* - *Final Foundation Grading To Be See -Note 6 (typ.) 15 DESIGN DATA F.G. EL. 41 f Min. Single Family #183 Coordinated With Landscape Plan. Min 9" Above Pipe Min g Y- -8 Bedroom @ 110 GPD Complies No Garbage Grinder 3.75' With Total Daily Flow=880 GPD Flow Equilizers 11 Breakout 880GPD x 200%=1600 Gallons AS Required Use a 2000 Gal Septic Tank& EL. 38.55 2000 Gallon A 1000 Gal Septic Tank in Series Main House EL. 38.75 (Designed for Future Additional Kitchen) Septic Tank 1000 Gallon Guest House El. 39.45 L. 38.30 Top EL. 38.00 H-20 Required Bluff House El. 39.95 q Septic. Tank 37.33 -H-20 Installer To (See Note 5) H-20 Required D-Box EL. 37.17 LEACHING AREA Confirm Prior 38.08 (See Note 5) 880 GPD/0.74(LTAR)=1,189 SF Required EL. 37.83 w H-20 Use 2-12'-10"x 33'-6"Fields W/500 Gal Chambers To Any Work 37.00 Leaching Sidewall=2X2(12'-10+33'-6")2'=370SF Chamber Bottom Area=2 X(12'-10"x 33'-6")=858 SF Bot. EL. 35.00 Total Provided=1,22 8 SF Bedding,„T„s LEACHING CHAMBER DESIGN All Components inspection Port, If Encountered Remove & Replace All Pipes to be Schedule 40. Use To Be Installed On & Baffels All Unsuitable Soils Within 5' of C) 6-500 Gal.Leaching Chambers in 2 Stable Compacted Base . as Per Title 5 The Outer Perimeter of The System � 12'-10"x33'-6"Double Washed Stone Fields asShown. EL. 29.0 #183 RELOCATED DWELLING No Groundwater Per Test Hole 5&6 DEVELOPED PROFILE OF S YSTEM SEPTIC NOTES - #183 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours NOT TO SCALE Prior to Any Excavation For This Project the Contractor Shall Make ' Y ` v the Required Notifications to Dig Safe(1-888-344-7233)and contact Sullivan Engineering&Consulting Inc.(508-428-3344). PERC TEST: 14,866 2.The Contractor is Required to Secure Appropriate Permits From Town PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING Agencies For Construction Defined by This Plan. SOIL EVALUATOR NO. 13586 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to OCTOBER 30,2015 Assure Watertightness. In General,Water Lines Shall be Constructed in SITE PASSED Coordination With COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. TEST HOLE -5 EL.40.5 _ TEST HOLE - 6 EL.40.5 TEST HOLE - 7 EL.41.0 TEST HOLE - 8 EL.41.0 s.All Structures Buried Three Feet or More or Subject O/A LAYER 10YR3/2 O/A LAYER I OYR 3/2 O/A LAYER l OYR 3/2 O/A LAYER I OYR 3/2 to Vehicular Traffic to be H-20 Loading.It is the Engineer's VERY DARK GRAYISH BROWN VERY.DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN Recommendation that H-20 Always be Used. 1.g SANDY LOAM 39.8 10,, SANDY LOAM 38.7 6" SANDY LOAM 40.5 8 SANDY LOAM 40.3 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Bw LAYER l OYR 6/6 Bw LAYER 10YR 6/6 Bw LAYER l OYR 6/6 Bw LAYER I0YR 6/6 Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW Finish Grade All covers are to be maximum 18"for concrete or 24"Cast Iron. LOAMY SAND 36" LOAMY SAND 37.5 24" LOAMY SAND 39.0 28" LOAMY SAND 38 7 �- - _ 7.Septic System to be Installed in Accordance With 310 CMR 15.00& .-, I,. € 20" PERC TEST 38.8 C LAYER 1 OYR 7/3 C LAYER 1 OYR 7/3 C LAYER 10YR 7/3 s"Max. "'' '' _. 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Compacted Fill Filter Board of Health Regulations. 25 GALLONS IN<15 MIN. VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN Fabric 38" PERC RATE<2 MIN/IN(LTAR=0.74) 37.3 138" SAND 29.0 SAND 138" SAND 29.5 and/or 8.All Piping to be Sch.40 PVC. C LAYER 1 OYR 7/3 N GROUNDWATER ENCOUNTERED 26" PER TEST 38.8 NO GROUNDWATER ENCOUNTERED 1�e" ' 1ne 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum VERY PALE BROWN 25 GALLONS IN<15 MIN. 3' 314'Pea Stone Sump of 6". Double - > >�2" 10.Septic Tanks Shall be a 2,000 Gallon,and 1000 Gallon or a 138" SAND 29.0 138" PERC RATE<2 MIN/IN(LTAR=0.74) 29.5 LEACHING Double washed P NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED CHAMBER Stone Single-2 Compartment Tank with The First Compartment Having a Volume of Not Less Than 1,760 Gallons and the Second of No Less than 880 Gallons. 4' - 10" The Compartments or tanks Shall be Interconnected by a Minimum 4"0 12' - 10" Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. 11.The Separation Distance Between the Septic Tank Inlets and CROSS SECTION OF CHAMBER TYP. Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" NOT TO SCALE Below the Flow Line,and Shall be Equiped With a Gas Baffle. F.F. El. 43.5 See Note 6 (typ.) 15 F.G. EL. 42.00* - *Final Foundation GradingTo Be F.G. EL. 421 Min. Coordi With Landscape Plan 3.75' Complies With - 7FFlow Equilizers 1 Breakout As Required EL. 40.75 EL. 40.15 2500 Gallon Installer To Septic Tank 1500 Gallon Confirm Prior H-20 Required L. 39.90 Septic Tank 39.45 H-20 Top EL. 40.00 To Any Work (See Note 5) H-20 Required D-Box EL. 39.29 39.80 (See Note 5) z . EL. 39.55 39.00 H-217 4 Leaching Chamber Bo t: EL. 37_00 Bedding,"T"s, SEPTIC NOTES #185 All Components Inspection Port, if. Encountered Remove & Replace 1 .1 1. 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours To Be Installed On & Baffels All Unsuitable Soils Within 5' of Prior to Any Excavation For This Project the Contractor Shall Make -_ ---- Stable Compacted Base -as Per -Title 5 co _ h __., __ The Outer Perimeter ter o f�Th The t em: . _ the Required Notifications to Di Safe i-888-344-7233 and contact 4 g ( - _)- Sullivan Engineering&Consulting Inc.(508-428-3344). EL. 28.5 2.The Contractor is Required to Secure Appropriate Permits From Town #1 85 RELOCATED DWELLING Agencies For Construction Defined by This Plan. NO Groundwater n d wa t er 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Per Test Hole 1 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to DEVELOPED PROFILE OF SYSTEM Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00&310 CMR 15.00. PERC TEST: 14,865 NOT TO SCALE 4.A Minimum of 9"of Cover is Required for All Components. DESIGN DATA 5.All Structures Buried Three Feet or More or Subject PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING to Vehicular Traffic to be H-20 Loading.It is the Engineer's SOIL EVALUATOR NO.13586 Single Family-#185 Recommendation that H-20 Always be Used. WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE -10 Bedroom @ 110 GPD 6.Install Watertight Risers and Covers to Within 6"of Finished Grade OCTOBER 30,2015 No Garbage Grinder Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. SITE PASSED Total Daily Flow=1100 GPD All covers are to be maximum 18"for concrete or 24"Cast Iron. I I OOx200%=2200 Gallons 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Use a 2500 Gal Septic Tank& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable A 1500 Gal Septic Tank in Series Board of Health Regulations. TEST HOLE - 1 EL.39.s TEST HOLE - 2 EL.39.5 TEST HOLE - 3 EL.42.5 TEST HOLE -4 'EL.42s g (Designed for Future Additional Kitchen) g,All Piping to be Sch.40 PVC. O/A LAYER 10YR 3/2 O/A LAYER 10YRT2 O/A LAYER I OYR 3/2 O/A LAYER IOYR 3/2 p g VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN = LEACHING AREA 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum SANDY LOAM " SANDY LOAM " SANDY LOAM SANDY LOAM Sump of 6" 6 39.0 8 38.8 6 42.0 8 41.8 1100 GPD/0.74(LTAR)=1,487 SF Required 10.Septic Tanks Shall be 2 500 Gallon and 1,500 Gallon Tank,or a Bw LAYER 10YR 6/6 Bw LAYER I OYR 6/6 Bw LAYER I OYR 6/6 Bw LAYER 10YR 6/6 p > 4 Use 2-12'-10"x 42'Fields W/500 Gal Chambers Single Tank with 2 Compartments with The First Compartment Shall Have BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW � 8 P P Sidewall=2 X 2(12'-10"+42')2'=438 SF a Volume of Not Less Than 2,200 Gallons and the Second of Not Less than 24" LOAMY SAND 37.5 24" LOAMY SAND s�� 24" - LOAMY SAND - 40.5 28" LOAMY SAND 40.2 Bottom Area=2 X(12'-10"x 42')=1,076 SF 1100 Gallons.The Compartments Shall be Interconnected b a Minimum 4"0 C LAYER 1-0YR 7/3 C LAYER 1 OYR /yv�,U `` SSA, C LAYER I OYR 7/3 C LAYER IOY R 7/3 � P Y VERY PALE BROWN VERY PALE BR oy VERY PALE BROWN VERY PALE BROWN - " Total Provided=1,514 SF Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. JOHN C 11.The Separation Distance Between the Septic Tank Inlets and SAND 132" SAND O' r_r .5 t SAND 132" SAND 31:5 20" PER TEST 37.8 NO ROUNDWATE T 22" PERC TEST 40.7 NO GROUNDWATER ENCOUNTERED LEACHING CHAMBER DESIGN Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend 25 GALLONS IN<15 MIN. 4�i 25 GALLONS IN<15 MIN. All Pipes to be Schedule 40. Use a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 132" PERC RATE<2 MIN/IN(LIAR=0.74) 28•5 a/S TE�� t 132" PERC RATE<2 MIN/IN(LTAR=0.74) 31.5 8-500 Gal.Leaching Chambers in 2 Below the Flow Line,and Shall be Equiped With a Gas Baffle. NO GROUNDWATER ENCOUNTERED �Fs�.` - ® ` ..r NO GROUNDWATER ENCOUNTERED 12'-10"x 42'Double Washed Stone Fields as Shown. S10NAL ENG Revision: Add Comments per Health De ortment 8 4 2016 w_ TITLE. PREPARED BY.• PREPARED FOR: NOTES: Proposed S�mpoticComponents Engineeringr-q Can Putnam AVe The Bluff LLC, et al. rri Consulting, Inc. BARNSTABLE, (Catuit) MASS t . (508)428-3344 P.O. Box 659 7 Parker Road, Osterville, MA 02655 , V seci@suilivanengin.com • www.suilivanengin.com Draft: CTR Comp: CTR 20 0 10 20 40 80 DATE: June 2O 2016 SCALE: Review: JOD Not To Scale Project: 98124 7771 _ _ _ __ �,,...- -- ... ' 'rraR � i ij t;` ZONE: DIRECTIONS: ,.-.--,.-I.-...M1�.-"..-li:I--.�..,.:,,�I."-...1�,....,:.:—I..�.�'1"v.-.�.1.IoI...I..',-._:I�,.w%C.R""I.%.-,:-,.�I_.'....%1..`..-I..:-.1/-_II _1�-.""../-....,...---....1_&-:�1(.:.1�,.-:�%-":-�*..:�.:*.10"-*-.,.....I:�..-..' I.1.i.I'.\1:-II...1%�1.%.:,.,(I-.�,.. 'I.—+-I,\..k�".I.�..,-I�.'.�.;.::1,-_(I..)I�I\ xl doo S y qt tf/ `t �o. 3 3, I , �, ' . , \ ?fir` RF (RPOD) From Hyannis -Take Routo 28 � .r."'\�U�.z `` � Area min. 87 120 SF into Cotuit; .Jake a left at: li hts "..,,*�,_(. �py ( ) 9 '� .. '` II� � 32 : : <,%,� Fronta e min 150' onto Putnam Avenue; After Old Buffer Zone CaleUlations ' _��° "� s , 1, }° Width (min) na Post Road intersection` take_a II "C-%.-"-:I.,' ,) ,)...r. '4- ys, f �Sr:g, , /_ Setbacks: left onto dirt drivewa for 135.- « ti r z Y # Existin 'f �1 r h$$.��__ :r Front 30' 0-50':g « + . " � h ` � :V`11'� * � Side 15' - - FUTURE #181 1,242 SF BLD + 216 SF PATIO ,�, lo� ,, � GARAGE #183 = 1,003 SF BLD ' � °» _ \ - Rear 15 185 = o SF . .: •. , ,> 1,�,, r r'<= Total = 2,461 SF .,. . W` F .� FEMA FLOOD ZONE r� \ "; 0 1 ,s , M�' r :# x�r�� � a3 ,f Zones X, 2% AE EL 12 , & AE EL 14 5 - oo'. ..- ... l t r ; ( ) ( ) 181 = 465 SF BLD �� , .'_ t `..; Fia i M.. � Map # 25001 CO543J & 25001 CO756J - . a .., Pt z,. ,.�., 183 = 561 SF BLD #185 191 SF BLD ,., 1 - '�. t,y � a ;< .� eff. July 16, 2014 .1, v y�,,K- , - Sy _ 1 ►' _. ` :`?' ' Pf M ';f` Total 1,217 SF s� . : \ i, m �� 1 1 1i,. REVISED GROUNDWATER .. Proposed .4 ., ,^ �:; �� >• PROPOSED P " �_ fi' + :::I �4 .i�u; ; :. f ,.k 3� ; <, WELL _< , PROTECTION OVE Y DISTRICT. ..•- . #181 = 216 SF OBSERVATION PLATFORMS :: .«. �. - #183 = 144 SF OBSERVATION PLATFORMS AP Aquifer Protection Dis ict w ' #185 = 144 SF OBSERVATION PLATFORMS LOcatlOn Map PROPOSED e 1"=2000 f WELL Total = 504 SF ASSESSORS REF.: •. PROPOSED 50-100': WELL #181 = 1,782 SF BLD + 1,150 SF PATIO Map 0 , Parcel 040 " *. #183 = 1,526 SF BLD + 950 SF PATIO \ \\ : ' #185 =_2,421 SF BLD + 1,500 SF PATIO \ \ , \ \ (� ; ; Total 9,329 SF \ \ .. .. . . \`\\ \\\ ) .. . ,. . Mitigation Required 504 SF - 2,461 SF X 4 = -7 828 SF \ \ ( ) , \ \ /// '• ,.• G (9,329 SF 1,217 SF X 3 24,336 SF \\ \\ .. . \ \ `\ , ;r ... .. :. Total Required = 16,508 `SF \ ( "• , \ ``C . ' i . : Total Provided Fully Restored 50 Buffer - : , \ w `" Except for Observation Platforms \ E, . \ \ F `. \ r ) „ ... \ \ \ i \ , • -., : \ \ k t 3 i ;. ;+ ...•.. \ + .,• 1 \ r < 2 \ \ �� ) ;• , \ \ �J c 3 �_/ r \ s>. '" .... + `` FUTURE \\ F I . . : , ;' GARAGE \ \ + i \ \ 7 ... \ + + / \\ r to / / \\ \ ^ � ) _ Z \ ,1 V / a+ I f i J/ , / \ \ �' •. C ,�,�.I'.,'I._,"/k,1:I FPIIK�. / / + .._. I, / `, \ \ 5 _,.. __., ..,.. ..._ r + { , + is + / UTUR �\ .),1,3,"���( / / ,,, G _,. . ,_. .. / r ' ' /,/ /I ���((( I/ fir' / r v \ 1 + ' .%.. :. . . •... / ..• �10 + EXISTI 8c STORAGE NKS :. : :: ,} i i TO BANDO OR REMOVb,. ,,:�` ;;' • ` I I 0 Lot l Ci ^ + \ / I 1' 22�, 6±S 9±AC t is � - `• �; � f ' 1 I i + r, I 1 r 0 \ . rf t5 r 0, + + \ _.. 1 I 198,4 _SF 4.5 + C to ML 1, sir Lot 6 1 0 + fj 2,6 3+ \ rf \\ \ _ \ ..._..I 4.s,,-S,::.�..I-):.I."*:,_.�::.I.�..,7�I I_.�—I:"--....+7_.."I. ..,'.-.-....--.,)1". .�....-.i,IL I.* f \1`�, I"k, } I 0 / i7• rTr7 I O > � ITi777'/rrT j I. /� \ _`' r/1 Ulu E ; 7 H I i O O +' .'..*,-...II:..%.'�.�,..*......I-_.),-".".n0,..,-".�._4-....`--.-�...-I.-,./._.'X).......,...-..���I/I`.-'_.,.��".-��I.—'I._.,_.�_.-I-.I..'1-'\.II,I,.'......_.I-"..-I.*.-.*I- r GA GE i 1 I i I y \ .�.j..L-I.o...'\...1 I..--1..).�L...%'l..�J;,-...-..%.:...';..._C.,.._...I-.,�N.I,..J-�...�,.1.>'1..I 1..I.-I PROPOS D i `\ PROPOSED , __J / 8 BED R OMO � I r \r8"BEDROOM 'H �' + SEPT I (� / r'� Op C - -CI------- ' O v I F P OPOSED 11 � \ � N n 0 r7 i i � LUFF � 4 __ HOUSE i _ Ld Z 0 11 7' i r. V fi - f ry f a ,, / - \ ; / - - ( >' ,� �' _ . r O 0 + O ) PR6PO r - 0 ., _ T r----- r / ,., USE Z1L/_ ./ + _.,. r- , \.j.:N,...1��/10j�i/.,'�,9,,,_�.t.!-- !/,:�",;;E,.i:��.,j0i�-�_i�H I ' / ' ..._ ' I '� oc ,. O N . 'r O O � PROPOSED d r 0 r• PROPOSED,. ,' — U \ i 0 BEDPOO .._. _. ADDITION `\ \ SEPTIC 1 ;i ; l -"\\, ; ` I — — - - - - •� 100 Buf �j I \ ` + f 1 _ — — — _ J..., I,� ,� \: 1 Buf er — 100' Buffer — , , (v R OSED — — — — — l �; <_:. ADD .. — . — -- 711 — ... Z #181 ` \ 6 Wq NG.�,.---._—.'.,—._—.I.._.7,—..._—.-.-I.__.�-q-..:... �, _.'-..',I1.11--_-.I..-..D�.._1._._-.�I-I11..1�-....,- ..I.1.0'_.''..,M,...�,/-.. -,- _-�I.-I_ ,I...�_ .a 1..--:."-:.-.� .._.-.y�_..-,._.I,.N,-....��.-..�>I,. .--i�.!I.I'.�.`.1--,._I,-._.-R--.--:,..1,..�-.._-...'-i 1_._..1...1.,".:.._.7,.1�._—.,-.-.1.1...-� ,1'1 A.-,.'--..I.-.._ 1 L._,.'.II.._..\-,.,�....Ii"-..-"�_-..__.. .--."I..E.1.._-.......1�...-_.-_I..—...0. ..'I....._..Il.�..M -.0I .'I-—,_".- ,.,.1,_5.._I-..,.. I..I.--...'. ... ..,-1.,...:.�_. �-._-.-.�...-._ -_.-..".._....-..-..._..-..--....�..1.,_.-:I1._1..,-1...'1..,,"_I...,�,.,"�..L-._,�, *... ,_I,...,.1......_-.-1--,.-...."-(—..,-..."..-:..*,I...�.*..-....1-".I 1--,.-"1...I,_."\,..I-..�1 ,I,-..._.-,'O _-I1.-".- _.l,—...1,...P,,-.:., ....._.,.1_.�..)-._.'-.-I...-.-.. .I.,..�.1....I1-..�,, ...._I- .....,.- 11.I._. .....--\.1.-...-..-_...- ..I- ..1 I..".__'...I..1..-,."...-.1,.1-..--.1:1..1 I'., ...,-....-. _..1._ ..1 10 ...- —.11....-1_. ..1..,. ,...71.....1, .......-.....'.1�.I......�.*"...I.... ,.1......1,.. ...,. �...�:1, ::, -I ,.I�Il ,—/_ f .............. R OC E * ROVID RI EDGES* f f I DWELLING `r -I- FOR 0 OFF + 18 ' / R ODRIP E GES..*r.. „ ... .:.,. I D U"I'�r'� ., 0 OR OF RUN Ft : O r ` \ O I *' F D WEL 1 G `• r • /`... , ROOF` UNO F _. 1 , .. , i : , OSED - 1 ;, : � .....:. , J PROPS I PATIO WAL —i - -i PATIO ,A1LKS ` ; r�, (950 F. f) — / �' -/7/7T177/IT/T 17T7 �. t) t \ t . - - -- o ;, : 7/777 T/T.%T T7T/ /7" 03�ED , �_. . — — � _ 50 ffer �, r f o I - 1 ALK . - - • - - — — i \ r / 150o S. f 00 r 100 X / 50' Buffer .:: 50 ff r e IC/—/Z1 Z1 ,_/.L / Z1L/.L/ /1/ L! i I _ �- -� —O r — ... rr• J �fr r " t � \ ,``, ',. a D T RBED AREAS AREAS- A AS ; LL STURBED AREAS/ TO BE RESTORE W1 TH PROPOSE ,.F , f . ; \ 'ti 1.�:., \ OPOSED "' T E RESTORED WffH _ RESTORED kNl TH EA - P ,�\ ` \ PATH r / DRY MEADOW � Y MEADO: *, > EROSI N CON, OL MIX 2 OR 3 NATURAL STONES ION C TR IX `` : `"., O /Ll ON CONTROL L l OR APPROVED EQUIVALENT ' , r a .' `` �.* — — — —TO PERMANENTLY DELINEATE ; { .. ,.'` . ` l- ROPOSED 3 RAL ONE GZ _j RESTORED 50' BUFFER ` ? , Existing ..... \ Diu RRO _.. ..._ ;Paths ,With..,.. ........, f ; f . t P SED W LIMIT TH ... _,.., ,,.... ..... ,.... . ,,.. T i 0 PE A DELINE rmt� .. St¢Ps « RE R { { t r✓ Y 8 ES f+1TH SI T FENGIN !f R_ Top of Town & State / Defined Coastal Ban {' , { _ . ' 4 ` ' ' `0 t\ .. , i toM ofl CB DHNA DA 14061 PROPQS 'OB$ERVA, fn. d D,, 88 ) PR E SFRVTIQN i Y / / �(?LATFOI�M,A DE'(1'44 _ _..., ; TF RM t' GRADE _.FINAL 'L CA IO T G SHAPEH BE f www ww; • �— .,,,,,,,,,,, y. Y•-, __ ...... _ ..... ._. _, tl .ST N 5 Tl .... . .. / ,. •� ,�, N� L To o Tow &' .State _.... . . .. _ _ ( ,1 _A U: .,. .,. .. IELD`.�USTED. 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Bottom of _, . Bank -, y , „_ _ _ 0 rli, _. ,... I..., ,.. - �.m..`. - _ __ __�- ---- - -- .-,. _.. .._. o— _,,. _. . ras - o N Beach . _..._ -- -- -- - - Ede of ,_ q ----_ g - - E „-... „ _ - -___ 0 _, Existin Stairs Pier _ _ 0 : 9 _ .,_ o..,. „ _,_ 0 . Dand Stora e Racks -- w.... ._ ..., g --- ,1r o ...,.o--- f _..0 _....0 14 See SE3-2123 __ D o _ i .... ,. r -._- -- -- Ij ---- _ _... .. ._ .....: Coastal Beach __ ,..,_. ._ . .... - ,,.... _ _ _ _ _ _ _ Legend- , - __ �._ ...... __ .-.. - - - - — — Coastal Beach _. ._._. .. — .— .....I — - - _ _ a �._ ..... ..—_...._. - ----_ ear ree . ....._ _ _ - - - - - — �_ �. _.,,,,.. ...,w,,.,. -. — _,. —_:-._..,, - _ - .,...,,W„ ..,.,.,,,,.,.-,--w _.. _ —.,-- • Holly Tree 108.E' -.�.,,.,. ,_., w --, Mean Low Water 108.f' . ..................................... ..............I.......................: _, .......................................................................... Deciduous Tree -- ` t' Mean High Water w.,__ EI=1.8' NGVD '29 ....... .......:: Coniferous Tree July 2014 + 0 CB/DH O tuI fr Guy -& Utility Pole Tidal 0 Well OHW— Overhead Wires ,,,,.- ,_,25,,,,.. ,,,,,, Elevation Contour REV.: Incorporate Conservation Comments 04/12/16 TITLE PREPARED BY. , PREPARED FOR: NOTES: Site Plan - Proposed II / Iprov enta7 Engineering& Isobel BOrzun, 1.) The property line information shown was _ C a e S u ry coin it m Ivan consuitin ,inC. p ed from available record information. r At � Charles R Lowell (508)4=,W a• P.O.Box 659• 7 Ptdw Rood,0dwv111%MA 02655 23 West Bay Rd, Suite G _ I 1 Q m „aQ,,,iii,,,rmon.,,o,,, .,,,,,,rs,iBi,,,,,@Wn.,o,,, osterville MA 02655 & Bluff LLC, et. a/ 2.) The topogrophid information was obtained 135 185 Putna■ I ■ Avenue (508) 420-3994 / 420-3995fax from an on the ground survey performed on "j or between 24IFEB/11 and O8/AUG/27. RN TABLE (co to�t) MASS O , , Draft: JOD Field: WHK KAR 3.) The datum. used is NA VD '88, a fixed mean r / 20 0 10 20 40 80 sea level datum. j ,,,,BATE: SCALE: F1 ► Review: JOD Comp./Draft/ Review: RRL iI March 11, 2016 , 1 =20 Project: 98124 Drawing # C527_1 G2 ex1 - _1__________ -- _ __ - __ -_ -__ _ _ _.__ - -- - -___- _ - -- --- I— - _ __ 1 _ _ _