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HomeMy WebLinkAbout0181 PUTNAM AVENUE - Health (2) 181 Putnam Avenue i ui Cot t A = 036 - 040 a - i d f. TOWN Off'BARNSTABLE i LOCATION `Tj i.9 _ A:taX SEWAGE# c3Pti� - VILLAGEt�l — ASSESSOR'S MAP&PARCEL 03G-®q-,() _ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 0906..4,4-1_ LEACHING FACILITY:(type)�j�L1s�t�i � ��., (size) .�:3, k 11.1.J KJ� 3 •N-r�� f� L �ft� +i�2C� NO.OF BEDROOMS �acf OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4-7 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 facil Feet FURNISHED BY Z,6y ���/e..,.•y� O. ��d �b.' ysb�. .366 0 �--�-.z, bs � yg' t _d _ 0-� a No. l�J � 4 h Fee THE COMMONlNEA�LTh OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitatlon for Disposal 6pStrm Construction Vrrmit Application for a Permit to Construct V Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. (� MAI Ave Owner's Name,Address,and Tel.No. L K,I ' .8�e� �•R /` ct�. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. � .� _ Desi7er's Name,Address,and Tel.No. Ig" Type of Building: Dwelling No.of Bedrooms gr �r: Lot Size ' 001 `��� 3 sq.ft. Garbage Grinder( ) Other Type of Building �Ml i'h(4 1'/4r No.of Persons Showers( ) Cafeteria( ) Other Fixtures �} �y -Design Flow(min.re uired) c7 60 gpd Design flow provided Z og, ��ff gpd Plan Date.C/ 01`Zo Cv Number of sheets '� /Revision Date Title .f,'_- I p(rh lory&50J _J tv i,Q M&4'I Size of Septic TankocoO i- moo 6A ( fi-zD Type of S.A.S. , -9o& Gor�. ��� �+' ���,�a.►C' Description of Soil T-H'10 O^8 01,4 lle er - 9q &Q," (—I< Dark rP i 5� 131'alui7 = �r may/-2l G'0q^e S4h 6I'ownl3 4i eellat-, r✓9 C 4l/�V S-9.1n d V e�y Ate `f3Pow" 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 place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date -71� r--7. Application Approved by Date to Application Disapproved by <_, ej Date for the following reasons QUA,- 7!f1V_1C5TfiAA� Permit No. Date Issued .. ; L. n�:.•n f Y� +7'' ,- :* n ".4 ., t " No 1 1V ! tom{,' y _- s l Fee +\ .f . .. THE-COMMON MIEAL TH OF MASSACHUSETTS Entered in computer: Yes PUBLIC,HEALTH DIVISION -.TOWN OF BARNSTABLE, MASSACHUSETTS `< 12""pthatibn for Misposal 6 steYrt ustrUction 3permit Application for a Permit to Construct Repair(. ) Upgrade( ^r).. Abandon(' ) Complete System ❑Individual Components ' Location Address or Lot No. t 8 K4 M,4i toe . Owner's Name,Address,and Tel No. ea4 Y e t` �cr Assessor's Map/Parcel �` �yl�" ; .G, ., Installer's Name,Address,and Tel.No. '' Designer's Nar%ie,Addre s,and Tel.No. t itrz.. G r c�cs�t - 1 ! -r-� - 'S"!r,°� Gh 2 —"'�3 ✓1 399 Type of 14 Building: Dwelling No.of Bedroomsr . / Lot Size T. �'`"� `"s sq.ft. . Garbage Grinder( ) -�-`w —Other- Type of Building ��+h E !!'� No.of Persons ' Showers( ) Cafeteria-{ ) j 4r Other Fixtures Design Flow in required)l C' gpd Design flow provided r �✓ gpd ✓ Plan Date F�a , r%r Number of sheets ,R9evision Date Title ° rlf�rvl a t,�,'70.54 Z •'f.5 �LU` /"�/�? ���E?rbk� AV e r Size of Septic Tank4^�ll'�Q ! /GCMG t5"' { 20' Type of S.A.S. A�. a,! f Description ASoil T-H-/Cl t��� -rf' - ha� t!Q4.••i 1, <� u� �r`r %r►�'s Yam//au. I J 1 —� iv i �✓ Y<� Stir 4� (/ �t r w# Nature of Repairs or Alterations(Answer when applicable) r.�e•ik,. .. .. r .-fir ? _.. •��. �' �,}��$ 1,`�*•'�.�'`'yy':.y+ i s Date last inspected: ; Agreement: {A . -Theutiidersigned 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 of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ,rry�Si�gne�d/►� Date -7© f Application Approved by ,�f�(' r N--�'� Date {/ Application Disapproved by / 1 2-� � 71 Date Y/ 3 167 for the following reasons +t yXr . 1 .11+ L �ific i T7rl� t`l-jCu"fV GK. fj I a., Permit No. Date Issued' - _ -- -- ------------------------------- ---- ------------------------ --------------- THE COMMONWEALTH OF MASSACHUSETTS t Y BARNSTABLE,MASSACHUSETTS (Certificate of Compliance 1THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( , ) Repaired( ) Upgraded( ) Abandoned( )by 0,G lt- CJ ,Vp (;,�++►9e/3 1" ` at f 01 r �A7 A i ) "'\V has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit,No. dated i Installer Designer a ko*q-i F-,, { eel,i Ii c, #bedrooms . Approved design flow 06 PP g �� , gpd Y � � gF��The issuance of this permit siall not be construed as a guarantee that the system will function'as des• nedI� •. Date Inspector,, \ ---.--- --------11------------?-------- - -------------------------------- ------------------- --------------- -------------------------- No. Z n (C1 " � ( �.. Fee l j f��.....• THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal 6pBteln Construction Permit t Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at 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.by 1 U PJ�� ��frG��.•S, - �/ '�,/-� �-y�t+�f ��.� ..- �,� t� i� �I�,.�'it,�j,�,p'� l , -04-2017 02:07 From: To:15087906304 Pase:1/1 ---Town dBarnstaa le- Regulatory Services s Richard V.ScAli,Interim Director H eneragr�,6, • Public Health Divisiob Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 50&790-6304 Installer&Designer Cerdfication Form Date: Sewage Permit#ZIU" a"la Assessor's MaplParcel 4 0 Designer: .Su(li'04g Z7ftcjk or, Installer: *(c*s a ;..�. T:4e. GG Address: 7 P,*,- 4, ila/ APO&,x_ Address: J A e;46-5-g- Z(p� On UO was issued a permit to install a r� r>�f jc9✓1 (di ate q� (installer) septic system at V based on a design drawn by a Tess lli'd4 Vfa raee f,h 5 dated �Q Ilia 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 r�of enced above was installed with major changes (i.e. Beater than 10' lateral relocationthe SAS or anyvertical relofany comonentof the septic system)but in accorce with State&Local Regulations_ Plan revision or certified w-built by designer to follow: Strip out(if required)was inspected and the•soils were found satisfactory. I certify th system referenced above was constructed in co ce with the terms of the ap val letters(if applicable) 1H aF nos y JOHN ti ODEA .� (Installer's ignature(Designer's Signature)Signature) (Affix Designer's Stamp 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. 0ASep1ic\Designer Certification Form Rev 8-1413.doe , L► ENVIROTECII LABORATORIES,INC. MA CERT. NO.:M-MA 063 8 Jair Sebastlan Drive Unit 11 Sandwich,MA 02563 (508)888-6460 /-800-339-6460 FAX(508)888-6446 Client Name Diversified Drilling Location Lot 4"Putnam-Ave Address 108 DeGrass Rd Cotuit,MA Mashpee,MA 02649 Sample Date 07/05/16 Collected By Ds Sample.Tinie Sample Type New Well Date Received 07/05116 Lab Order Number DW-162176 Well Specs 4" Loctrtron Source Date Collected Tfre Collected Comments A 07i05/16 Analysts Requested MRS Recommended Limits Analysis Result I Afetliod jDateAnalyzedl Analyzed By Total Coliform CFU/100mL 0 0 SM92225 7/5/2016 RS __ .. _..._. ....... . .. _.....:...... ._.. _..............:..._... .......... Comments: Water meets EPA standards and is su able for drinking for parameters tested. Date 7/7/2016 RonaldD Lab tor J BRL Beloit,Reporiable Limits 'See Auached Page 1 of 1 cCeriificaiion is not available for this analyse for norr-potable crater Samples- ENVIROTECHLABORATORIES,INC. MA CERT, NO.:M-MA 063 8 Jqn Sebastian Drive Unit 12 Sandwich,MA 02563 , (S08)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Diversified Drilling Location Lot 4 Putnam Ave Address 108 DeGrass Rd Cotuit,MA Mashpee,MA 02649 Sample Date 06/29116 Collected By DS Sample Time Sample Type New Well Date Received 06/29/16 Lab Order Numberw="62102 -- Well Specs 4°PVC Y Location Srrtrce Date Collected_ Tire�'ollected Comtttetrls S..ample#4 _ Analysis RerluestetJ Units Recommended Limits Analysis Result I Method IDateAnalyzedl Analyzed By Total Coliform CFU/100mL 0 Confluent SM9222B 6/29/2016 RS pH pH units 6.6-8.5 5.92 SM 4500-H-B 6/29/2016 LL _.._. .......... . —I....-,---.-.--.......... ..... . . . .._. - Specific Conductancen umhos/cm 500 268 EPA 120.1 6/29/2016 LL -..... Nitrite-N mg/L 1.00 <0,006 EPA 300.0 6/29/2016 LL -- -..._........_.._. .. -...._..—_._.-............. , - ---- - ...._._....... Nitrate•N mg/L 10.0 0.08 EPA 300.0 6/29/2016 LL Sodium mg/L 20.0 47.6 EPA 200.7 6/29/2016 MC --............. ................-.. ——.._._.... ------- Total Irons mg/L 0.3 0.05 EPA 200.7 6/29/2016 MC ---------- --._.....---- Manganesen mg/L '0.05 0,025 EPA 200.7 6/29/2016 MC ......... ............._.. _......_......_........... -- -....... ... Volatile Organic Compounds' u9 IL See comment. 0.82* , EPA 524.2 6/29/2016 RS Conintents: Low pH indicates high corrosive characteristics. Sodium level is not a health hazard. Coliform exceeds maximum contaminant level. Total Trihalomethanes can not exceed 80. Water is not Suitable for drinking pu es for parameters tester!. Date 7/6/2016 Rots ld J.S r' Laboratory i ector _ BRL=Belom Reportable Limits "See Attached Page 1 of 1 LCertification is not available for this atalyte for non potable grater samples.. i 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: 607014 Client: Envirotech Laboratory,Inc. Client ID: l DW-�i&2102----*�- State: Liquid Date Sampled: 06/29/16 Date Received: 07/01/16 Date Analyzed: 07/01/16 C Regulated VOC's Results(uglL) (ug/L) Unregulated VOC's Results(ugll) Benzene ND 5 Acetone ND Carbon Tetrachloride ND 5 Bromobenzene ND 11-Dichloroethene ND 7 Bromochloromethane ND 12-Dichloroethane ND 5 Bromodichioromethane ND 1,2-Dichlorobenzene ND 600 Bromoform ND 1,4-Dichlorobenzene ND 5 Bromomethane ND Trichloroethene ND 5 2-Butanone ND 11,1-Trichloroethane ND 200 N-Butylbenzene 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 Ethyibenzene ND 700 2-Chlorotoluene ND Styrene ND 100 4-Chlorotoluene ND Tetrachloroethene ND 5 Dibromochloromethane ND Toluene ND 1000 1,2-Dibromo-3-Chloro ro ane ND Xyienes Total ND 10000 1,2-Dibromoethane ND Methylene Chloride ND 5 Dibromomethane ND 1 2 4-Trichlorobenzene ND 70 1,3-Dichlorobenzene ND 1,12-Trlchloroethane IND 5 Dichlorodifluoromethane ND 1,1-Dichloroethane ND 1,3-Dichloro ro ane ND 2,2-Dichloro propane ND 1,1-Dichloro ro ene ND Hexachlorobutadiene ND Iso ro benzene ND P-isopropylt2luene ND Methyi-tert-butyl ether ND Naphthalene ND N-Propylbenzene ND 1,1,1,2-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 Ibenzene ND 1,3,5-Trimeth Ibenzene ND Method Detection Limit=0.5 u /L Recoveries of Internal Standards % Benzene-d6 101 4-Bromofluorobenzene 90 MCL TTHM's=80 ug/L 1,2-Dichlorobenzene-d4 104 Method Detection Limit=0.5 ug/L Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce A.Bornstein,Lab Director Date: 715/2016 n�t - �t 3 � TOWN OF BARNSTABLE -- a I LOCATIONSEWAGE # VILLAGE ASSESSOR'S MAP &-tOT,w....:__.:.. INSTALLER'S NAME & PHONE NO.SEPTIC TANK CAPACITY1(ti LEACHING FACILITY:(type) ) 7 (size) NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: r DATE COtIPI:IANCE ISSUED_ �J VARIANCE GRANTED: Yes No l , THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I m / DATA �� . �, �r�, � � i"� � � � �� .,� � � � . � � - ;..` _-_-�- � � •: �. �. '� � �r ,�/'�" � �. �� .0f/ � � y lli,�. 1 1 __..___._ _ f�1V �-_z-_ ___:__ _ _ _ _ _ __ __ _ __ _- - _ -_ _.� J 1 1 , y 20'x20' Garage with water spigot only no living space Typ. Lr,4� Future Garage Floor plan at 181 Putnam Ave. No. YV U����J Fee V� BOARD OF HEALTH TOWN OF BARNSTABLE 2ppltcatiou _for Yell Con!5truction J)ermit Application is hereby made for a permit to Construct(-,-Y Alter( ), or Repair( ) an indivi well at: 4 LaT</_ Y/39 ?�+iu*1 aJ-e co L, � Tn-�a Location-Address Assessors Map and Parcel is a/ F m .c.�� ( de,rz u N - G a�,-.. P �T �oT �t Owner Address ` A,) JCU/y/l Installer-Driller Address Type of Building Dwelling h Ov S e Other-Type of Building No. of Persons Type of Well 4-/ ,, P y C Capacity Purpose of Well Do to eSTc. po toe l 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 Co=1' een issued by the Board of Health. / Signed �.Pirwf 4l X r Date Application Approved By �1 .20 114 Date 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(v j, Altered( ), or Repaired( ) by D p YV AJ SCca •ti..)e// Installer at f(A ?,)ca ILL 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. �, 0L3 Fee lj. BOARD OF HEALTH TOWN OF BARNSTABLE _ �r,of A � R �,��� '11pplicatton _for 39ell Cou5truction 30ermit Application is hereby made for a permit to Construct(„)% Alter( ), or Repair( ) an individup well at: Location-Address Assessors Map and Parcel ISGhr f r)(--, Ilia �,, (' �,. ✓ �� F,T Lo7 6/- Owner Address Installer-Driller Address Type of Building Dwelling ( o u S P w Other-Type of Building No. of Persons Type of Well �./ " � Capacity Purpose of Well f),: ru ecTc Agreement: 1 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 farther-agrees not to place the ��._ k well in operation until a Certificate of Compliance has/.een issued by the,Board of Health. Signed t� Date f Application Approved By ' Date 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(v), Altered( ), or Repaired( ) Installer at i -T �/. / _� S /R <' PUT,.),, n^ , , 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 -}v TOWN OF BARNSTABLE Veil Cottgtructton Permit No. I ((„ () (3 Fee Permission is hereby granted to Installer to Construct(✓j, Alter( ), or Repair( an individual well at: No. 4—`' T A j P Street as shown on the application for a Well Construction Permit No. Dated Z.d Date /]o /�/ Approved By IME Town of Barnstable P# P ti� Department of Regulatory Services BAMSfABLE, : Public Health Division Date oMAM - 5 200 Main Street,Hyannis MA 02601 ArEb�" Date Scheduled Time �0" Fee Pd. UU l - ' 1 v Soil Suita ili Assessment or �n tY f Sewa a Disposal Performed By: C, 1e o fy4 0r( Witnessed By: l'n�; f.V. �, `�� LOCATION& GENERAL INFORMATION Location Address Owner's Name 3S� p�hq A, LOw&118A.rzun. Address ® Of?rla. ePe't' y �67,, ConCo rt'l✓r Assessor'sMap/Parcel: G�36/Cyv, Engineer's Name,fu`1,'k4 co,7s - `^.S� rnC. NEW CONSTRUCTION , REPAIR Telephone# y^G -YZ$r3'3YY Land Use Q25,`cCc>��,tQ t! Slopes(%) d" Surface Stones Distances from: Open Water Body 2 16� ft Possible Wet Area 6S ft Drinking Water Well 6-V ft Drainage Way ft Property Line td ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) perc LC4 s • Parent material(geologic) t s Depth to Bedrock S-pa + Depth to Groundwater. Standing Water in Hole: 44-dfl�Q_ Weeping from Pit Face 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 f IS7Time Observation Hole# « Time at 9" Depth of Perc 2 Z Time at 6" Start Pre-soak Time @ © Time(9"-6") End Pre-soak RateMin./Inch ��• i4 C2"` ih Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first-notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC 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 ©- o 1/2 2 2- R G y2 ?l9 DEEP OBSERVATION HOLE LOG Hole# D Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel ®-� C- �"'e ?l� 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 tot 5/2 2 Z -l '"" s La cR z 3 DEEP OBSERVATION HOLE LOG Hole# 12 - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel (o- Flood Insurance Rate Mai): Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes _-Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on . ! 12 (date)I have passed the soil evaluator examination approved by the Department of Envro ental Protection and that the above analysis was performed by me consistent with the required training, pertise and experience described in 310 CMR 15.017. Signature Date rr V45 Q:\SEPTICIPERCFORM.DOC c % 52'!'./-@)ASTMS) - o A rn Eo 0 l4'-0'r/•MASTIN6) 23'-0•r/- v 1PJtl37N6) 1{'fi'N•IE766TIN6) u aA is OF' ♦ N o MAINTAIN W-O KK Q ERIC J. FRO. R 06 ODE T MF FOOnNe F CEDERIOLM o1N , 0 •M STRUCTURALI I&FROSTM 0ALL 38�62 fn � a• � ________________ ______________________ __• MAINTAiN V-0'MN. __ _____________ /1 � i 90TrOM�OP FOOnN6 � _ /�g��' �• - . r rr-Sd _________ _______i ______ Fp I ________ _ __ _ ___ l•�__.__ ___ ___________________________ __________ _ =ate___ r , ____________ I i - ANNINN-2-BA-6 ____________ _______ _ I p(OR'"TINS, NO LHLAR SAW LEVIER W EAST, NS: KNOCK ABOVE Im RO1 2'-0%I'-0' e'CP CQ•TaATED LRLF}®STONE—�77 I '� 1< r PORCH LEVFJ.OF STCTE bRAOE / - ' PORCH A9 NEEDE0) !`/ TYPCAL DETAIL FOR. SEAM POCKET AT LVL .- 61RDER iCAST2%{KEY N--_b r , ' raw r r r N r ' ----------------- P = ' IWIS/WX11T/G•LVL6IRT / _________________ i IBEIOWLQAnONS TBDJ I•I _ TOP t I x F ------------------ aEvawao°°J""' $ 1 4 AWiINS-2-Md 91 (MASON TO VERIFY IN FIELD) • Sr S F U "SIMVA CELLAR SASH) CENTER WOVE •1 VTI _ __ TOP OP F011ND.I• F O .V . MNnNS:-X MILT NS wINDOw ABOVE _2'-0'x I'-0' R@T3R ro ELBVAnONsBIALT w FORULL ; , T -STOP IEIGHIF KASON IPDS IREPLAZE N FI // ELB,SONRY ,IC 10 gM ra AR AHNINs-2-M-0BASEMENT - (OR SIMLAR CELLAR SAW CENTER W EAST. RO_2'-0'X I•-0' YUtmLTN ABOVE TYPICAL DETAIL FOR _...... r , 2C2{ POCKET AT LVL GIRDER 1---------- -----------------"------- - -- ----------- -----------% ---- --------- -- -- i DOSE OP EQSTNS I101F� i ' II TIE'LVL?--! y 41 (BB.OM?OCAnONN TBDJ Y ' -- ____ ______ __________ __________ __________ _________ -------------------------- •/�/� O ��IpRJO/�mEgp1�K1VL ___ ///�1 a 1 . Y 1®®JOISTS Z 6'OF CARA STL4E I I BFLOOR'�5 AOMER LEVEL ST 6RADE S �WZL IO'MA p7NC.lll$ FCIAIDATOII wALI/� PORp+AS ) P I gI I PO 2T MA BELL P M B-EY.99'-0Vl'(9494'7-p -4 § • TOP OP PWxD.a 918PAM W-0'MN NY EIE CONLR MALL P v = ELEV.9D'd'(3{6" _ FROM GRADE ro ON 24•x u• BOTTOM OF FOOTNYa WLE FOOIINS V K - � - - V. .TOP OP FOUND. STEMY AI.L a"BR'-0 In*(ia.{e') - EG)AL EplAL 9'-0' 9'd'�. y8 94• NrO • a_ ScaU��it .tad 3a + r r , r r _ ' r �.. r r g = 5orz �� r - 0968���a� r �✓ (13)1 B/P x N TA]'LVL emr', r (BB,OMAOGrNTOIN TBDJ r ` 4 FOUNDATION DETAIL T`(PIGAL) •� e•���9 Ale FO U mAT ON 6B8EAL NOTES, SEE TYPICAL DETAL FOR -ftLL WSW CONCRETE K415 TO eE s G A L E r 1/2' • 1'-p R BEAM POOKET AT LVL. m'TN9CK ON 74'92 CONE.CLYCiEfE 4-+ SKOM FOOTING W KEY:PROVIDE 2 ROwS OF 5 REBAR A1'NAK-2-0A-0 (REI TO DETNLLS TOP I M�FORR MLL HEIGHTS) Q v ON 9MLAR CB1AR SAS NI CENTER W EA ` Q �' RMHpnje''X 1*-6* wNDar -SILLS TO BE N 20(PRESSURE TREATED)W 3/B•Ar V)-� •PROVIDE ADMIORAL 4 6ALVANISED STEEL ANCHOR BOLTS a r-0.OL.MIN AND C: ff y�IpNy AS - S a Ir FROM SCORNERS.E BOLTS SMALL ENSNSE TOP FIN N G, IEID®�ONI DDSL BOTH RATES AND FASTB Efl N 9'0'PLATE MASHERS, �, � O In > D co J POOR.OISTS T16E BNALL BE A MR.OF 2 BOLTS PER SILL MA•ER ,P TO W ON LPPER BILL.Sm DETAILS,NOTEr AND SLIEDIIE TCP aP FOUIm,AT BTEM REFER ro ELEVATIONS ON OM S•4 FOR ANCSLNP]RgtB$0.r9 NID OTIEit OOMItTORS BE DIBEDOW _ BOF a m T sT D1 to� rr V C to FOR CELLAR SASH FORmAnpl. I`JLL AT'OF MI r TOP OF FOUND.MALUS E3F S QJ}N O NE6N19 _ tr r _ C4000 PIr 9lA8S TO Be P MACOWAETE BEV.99'_2 V2' r r r r _ ' -� 181E .. r NFSIH ML VAPOR BNdOH2_ j - ,. r E))19/4'%II VD'LVL BIIRT r - �x �^•—IBEIOMAOCATIpN TBDJ r r skim KDRYY OEN&rY N 9 R®AR __________ ______� r r $aV\ • _______ ________ OMM (2)9 Ll REBARAS�� MMFLOOR+ O •CTE EMaL U 6 Jr a (70 M Q 4 STROLTI/RAL FQJN♦CTATON NOTES W KEY b W Ab P r , CONNE T r r r KALLS O FR Or T FILL TO BeSECURE ON -CLEAR COVBt FOR I�IPORCN6 ro lLE 3' � Q • NKALL IENATr r � •FOADATfoNI ' �_____________. ' • ' MAl15 TO FROSTMALL4 TO B SEGaEDW TO BOTTONSOFFOOTINSS(CASTE M T TO VARY BASm pV EAST. . ------------a KEY(LAST FROM 2%4) E/rRTle AND 2'AT 51Dg OF FOJTIY{OR ,� FL.CgR ELEV.CNANNE FSNLE KALLA r/ MNMNWNN TIE SAFE JOt)n0.: 1417 NO FOOnNG TO CC PLACED IN FOOIAb AND SLAB a". MTBR OR FROZEN SOIL -SEE STRUCTURAL(MBR3tAL NOTES AND TYPICAL DETAILS FOR OTHER date 23 pCT0Ht3t 7016 _• CONCRETE SIIR@H6nH MN FO.9D00 PSI L 9 AEBAR - •AT 18 DAYS scale AS NOTED - ALL STEEL LONMGTION£r NW - / - -- ALL REEOFdpt(A�Np BEA119 TO BEASM AM �pgµ�j To sTRNx:TLFLAL 2)9 REBAR TOP OF FpADATIpN MALL t0 TO e�LNVS ONI 1Y 11NfX CONLIER FoonN6 _REG,M,NpM To SAVW SLAB drawn KFVi 7 ABOVE GRADE 9 CONTROL JOINTS-NO BW6ER SECTION TOF OF w— ee rev. FOOTINSS AT MASONRY FIREPLACES TO THAN GOO SCALARS FEETp PRO.EGT Ir BEYOND FIREPLACE FCLI DATION W 5 REBAR a W OC,EA MY;INTERIOR FNM. ` BOTTOM OF FOOTING Q rev. CONNECTIONS OF PAL WI&W FOUNDATION FALLS TO FROSTNALL9 TO BQ SECLP®W KEY(CAST FROM 2M) °n T-0• 16'-0•, T•-0• ! ,,,a..' DETAIL AT FOUNDATION F O U N D A T I O N P L A N I O -0' E, 1/4- • 1-0-O• +:u, SCALE, I/2' • I'-O• SCAL • , ISSUED FOR PERMITTING ant: I of 11 r. Eo E E%ISnNe BASTIN& _ E%IsnxS • �, O lu EQUAL 52UAL EMOL x4 x xQ �I R IxRIxR IMR �xR IxRxR , ERIC J. � CFC�r^,I l0�M � 3 o r • f7o, 38962 « • A V I� I� t �• � 9-0 SOf�pIDOOR ------ - ------- ------ SIR' 'T'f P'Af$3 SCREE' �P.T eyy PnOosgrE,orl \�f-`- C a' ,,��, .fin W •- 9' 9' 9' I I TALL YIALLs) ' FITO N-ILrTxi' E OASEMENT:CUSTOM WOOD rRl '•� FIN.d) s ITA.NTINS:9 MDE X S XIWU • - ---- � RA,2-IOx5-0 , _ _ ^ �•ip N5, `I%{IPEIOEGKIN6 ii ON P.T PRAlR :CVSTGTt YIGOD RO.,2-0 X 0-0 - I I I I ii I •� nN5 3 WDE X 9 Nl - SGR6EN �' F z-lo x s-0 DINING $ $$ .bb$ I �h PORCH r:cusron ^ i�, sm+Rolp RU `,`•� I� I$, I$ Ipo HN - nNs:3 woE x s NVAU aD.,so x o-b y A..3-IOXSd e'4' 7-0' IIII �.. II ii i ___-_____ =OA. _ _ , , r II U IRV -_� I x CUSTOM MOOD IU it p Q - x x, x i a.... ? � O cASE>•Enr,wsroM MROD ----- xR� DEN -T �R � woE x a xl i N5 9 HIDE%9 i - , oO I KITCHEN G 1 AT $ $ $ 7 s „ A % ,r OO {� 11 ;I I. I� , II r, II „ I� CASEt-EW,aSTOM 11CbD rW FLOOR eA56 EHr ' Up NS:3 NVE%3R , ' •, ii - ` " - , M1Ni1N3,3YtlDE%3NIeN1 ao.,z-0x3-0 :_ VEST. �� rsA,24x34 Y I y , „ „ ,r , ' ik L , ------------ __ ______________ __________ ___ 1t• SEAT/ClWES '! SON _ • PO - slMl=soNvoRSAM B D"' MUD HALL I NAx,WNr=ems; Es.T°rsc'aa � • NANIUON SBUES TV"(DOk.I.AS Flw .0 9-3 V2 X b11 f� 4.4 {•-0• ILI//'-. s••b• 2-4 Irr V. V2• MWAL 4 EOIAL" 4 W-6 V2. 3-4 I/2' ` ^ 09 I - 1 oX. Q cx $$$Z'. FVOKEr ---------- a 9 Cl D7 cAZEr-ENr,asra+wooD ��,.a�3s� .N • Ns,2 woE x 3 xlbxl HALL LNDRY. °I CASEMENT,CUSTOM d g RO,2-0 x 3.4 I SEIERAI_PLAN NOTES s �. _ -- --------- -- -� ALL EXT. nuts TO wvcN ErlsnR, I -oL No o&r 4S0ib• ' DOUBLE-Rm.OUSTOM YYAD 3• r °, -MINDOMS AND FRBx2N DOUR TO BE C16TOM . - NS,e/b DOUN-E-IIING:CUSTOM YVOD YIINDOYrGyYU�MpNdHWALTI�-�ASTANi 6LA56 RUNS,b/b •SMTBW1 M SPFLIFI�ED IN�FASTENINe - - .:M'% 1 � RO-2-0%{-0 brN W.OF MAYS.STATE BLDb.CODE 0 nLANs! . - IRE TO B.EVATIOP6 FOR MM�IN -C N./ 0WERWR lJ 9 $ LOGATONS BEDROOM I BEDROOM 2 b y -NOT DIPOSI�ONED ARE TO BE�N 33 S S +-' CnU� (a U27 FROM TIE QOSBT MALL AS'Jid'M N RAN VJ Q, CR C8l19!!ED N SPACE (n 11 -HUD HALL DOORS BY SIMPSON - 0 V) V DOIeLB-IIIAS:OBTOM MOOD DOUBLE 05TOM YWD^ -REFER TO CLEVATb16 FOR YYNOOM L.L. ft4XnNS:b/e 124' 3' 11'I• _ b/b KO.NBISHIS ABOVE SUBFi0OR - L (� O . 0- D L WALL/DEMO C — ii 4 0 N0 W M0 0 0 L- 0 TO },ee ro TV V B TH.I BATH.2 4 CO EASnMs MALLS To . REMAM Q �^l/��J{ � NB•1 MALLS ""m nTrnN O� k job no.: Ian DEMO NOTES -" date x ocroom zolb EXWNS DASHED MICOY6 f K-LL.S T�RFflK® N scale As NOTED . oN drawn: �•,rY F f € rev. rev. 2 A-2 S' 9'-0' 9'4• -10' T4' 9'-10' 9'4• 9'-0' a - EXIST.LIVING AREA(TO REMAIN) = 814 S.F. F I R 5 T F L O O R F L A N PROPOSED LIVING AREA =1198 S.F. T-0' Is•-0- T4• • BG AiLE� I/4' I'-O' TOTAL LIVING AREA.= 1,512 S.F. - ISSUED FOR PERMITTING Wn Z Of II O = e �i, 1 e E .Ary% +K xP% Lp% i=X Lam% La% Xg g%R CX� KKR �R 1%x XR K� m w � .112 _ b oN Iwo FNP MR MINDON v PAN F •SHINS D2 COPPER _ v OF ------------------------- F Fx� o ERIC J. U L7, J U L,J -' GEQERHO PA � RUJCTt;F?AL o 0 # L' No. 38532 _ # 44- 44- 44, EK Ex. EX EX BEDROOM 5 BEDROOM 4 O OTR IN EXIST. 0/�SEMENn LU4tOM WOOp r ' O• ,05TOw Y100D CM IN EXIST. NnNS:9 WOE x 4 w6H OPEWRYa 9'-0' 4 I/ 3'-3' I I Is'6' 3'4' S-0 S4 1/3•N- OPeNINS (INNTING:s WIDE X 4 w6N +-.• ` RA.3-6 X 4-0 ROv 3-0 X 4-0 4 ii - } ° BATH.2 t ! ;; y4. DusroM CIDOD crn IN Ez1sr. ----- ----'-- ---'-__ - BATH.3 cm.nH EXIST. cnseNeNr,0r�roM OI� r NS S fVDE%4lRGN) CPBRINi --- - - - •�, OPEUNS NS,S FADE x 4.BKI +•. AL16N EDGE OPWA DORMER PALL EXIST. r--1 - _ - -'-- ALUN�RALLG 'HALL Y , - I r -7 GENERAL RLM NOTESLi e $n� 'Lynl SuE� - -ALL EXT.PALLS TO NATCN I MISTING L;�?,p 3 ` -ALL INT.H AU.5 TO MATCH EXISTING AINOHTO A CUSTOM WOOD A55 • c <E F U ANP NOIHMPACT-NU.5AND GLASS S -• . 1 66 ._ SYSTEM EM AS SP PM�G N THE FA5TQUN6 s 6rSTRDR AS`KASS. TA IN THE DIN ED.OF MASS.STATE BLD6-CODE .�y:a 5 a e PREFER TO ELEVATIONS POR NMnN -L s o -i< PATTERI6) 5��<6+v- 3d�. 2 �e_a+s. . I -INTERIOR DOOR•R CA_CO OPENINS LOCATIONS , NOT DIMENSIONED ARE TO BE eESIN s STWS (4 US')FROM THE CLOSEST MALL AS%IOM IN - PLAN OR CENTERED IN SPACE T n OOPEpI Kam$O DO AND GASW ORS O {n x ~ + Q r EXISTOI6 NBRE NOTEDREFER TO _ 4••+ RRO HEIGHTS SUSFNS FLLOOOIR� C.V) N N o - P - - WALL/DEMO Q C m L.L t - - ,6 r) 0 L BeREMOJm ' E%5TIN6 HALLS i0 C =3 r 4'' N . REMIN O IV 00 V } L r NBX FULLS + m B DEMO NOTES - ElO5nN5 DASHED RNmOM R HALLS . TO BE RSIWW AND PATCHED AS job no 1411 NEEDEDNEEDEDOR REPLACED AS NOTED. 1 .: '--------------------- --------------------- - dale as ocTOEE;e=G . scale As NoTm t drawn rev. EXIST.LIVING AREA(TO REMAIN) '765 S.F. S E G O N D F L O O R PLAN PROPOSED LIVING AREA = 89 S.F. rev. SCALE, 1/4• e 1'-0• TOTAL LIVING AREA = 854 S.F. n A- 3 O 1 o j ISSUED FOR PERMITTING snr 9 Of 11 - 1 c:4T g p N H Q < c C'D O - w 6 0 o ++ DINING;\ IIL. SGREEN��" - , tt [7 PORCH ------------- a� --- - ------- - o k� D ca ----- "- I DEN�. b � 00 :KI v TC�k. ISREAt� c t _ __ 00 c" PDR. - - DR M. DN. i i i ' OOT] = - ---- - �oC STORAA&E SEATLI.SEIES ON, MUD HALL PORCH ----' -='---A 15-4 X 6-2 OU ; ----- ---------EL ------ ---------� ------ -----3 El m`= w 52-E Em _s o T ``'� L Y. _ w mmmoe RM. H-I PDR. HALL -- aLy'e�EaYa mmoyw m 2. _- cn - -;b3 .. - LINEN - ki cu1 BEDROOM I f-BE ROOM 2 �I=r, 12-1 X 1-=4 N �> > _co cu NWLL/DEMO � iE Ifu 'A p jC LL ML5 AND TOBE�OVED cEXISTING MLLS TO REMAIN N Oo I o BATH. BATH. 2 � • L."r U �-2 X 8-8 1-2 X 8-8 NEw wAELs f cc% DEMO NOTE5 cil a DO OD EXISTING E E WINDOWS!WALLS TO D REMOVOVEDD AND PATCHED AS NEEDED OR REPEALED AS NOTED. s job no.: 141T date 2a J LY 2OIb SCSIB AS NOTED . drawn: JLW/KMW rw.. Mv. a EXIST. LIVIN6AREA(TO REMAIN) = 814 S.F. _ 5 T F L O G R P-L A N -PROPOSED LIVING AREA = 998 S.F. - A SCALE: 1/4^ I:_O:� _ : - TOTAL LIVING AREA Ib12 S.F. — 2 °n m ISSUED FOR RMEW ant of 4 E O u v S3 a`ni C7 cS v w Ca O o ____________________________ ` g m o � : e) O / ---'-- ------ _ 4 BDR00�3 BED M 4 u BATH.2 — - _ BATH.5 : II-II x.8-9------ -- -- - I C n'ia I' ___ ----_. ST �R. a HALL Y W Y !J i acU ohm- o��u <ec�uou�m�o m ' <m�•an�m��Ew�m—o kd W ^^`` WALL/DEMO Q U � ----- - BE�REMOVEDTEMS TO .. 4— � (NA U_ tv EXISTING WALLS TO ^ —x C i REMAIN------------------/\ 1..� O NEW I LS Li+, V T•= Q) DEMO NOTES _ L 00 0 N EXI5TIN6 DASHED WINDOWS 4 WALLS (T TO BE REMOVED AND PATC ED AS NEEDED OR REPLACED A5 NOTED. job no.: 1411 '- ------------------------------------------ date 2B 1/LY 2016 9C919 A5 NOTED drawn: JLwKMW r9V. EXIST.LIVING AREA(TO REMAIN) = -165 S.F. S E G O N D FLOOR PLAN PROPOSED LIVING AREA = 89 S.F. rev' ` SCALE: 1 i 4• 1 _o^ TOTAL LIVING AREA = 854 S.F. - 3 0 ISSUED FOR REVIEW sbi of ffI F.F. El. 41.50 F.G. EL. 40'* - *Final Foundation Grading To Be Z -See Note 6 -(typ.) 15 Coordinated With Landscape Plan F.G. EL. 40f Min. IF] 3.75' Complies With Flow Equilizers -� 1 Breakout As Required EL. 38.75 EL. 38.65 2000 Gallon ri-_ Installer To Septic Tank 1000 Gallon ==_4p H-20 Required L. 38.40 To EL. 38.00 Confirm Prior q Septic Tank 7.84 H-20 p To Any Work (See Note 5) H-20 Required D-Box EL. 37.68 38.24 (See Note 5) EL. 37.99 _. H-20 37.00 Leaching q " Chamber Bo t. EL. 35.00 Bedding,„T,s All Components Inspection Port, If Encountered.Remove &: Replace To Be Installed On & Baffels• A71: Unsuitable:' Soils Within 5' of o Stable Compacted Base as Per Title 5 The Outer Perimeter of The System SEPTIC NOTES - #181 Q1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours #1 V 1 REL Of" A T ED--DW EISLING EL. 28.0 Prior to Any Excavation For This Project the Contractor Shall Make V_H NO Groundwater the Required Notifications to Dig Safe(1-888-344-7233)and contact v 'A Per Test Hole 11 & 12 Sullivan Engineering&Consulting Inc.(508-428-3344). DEVELOPED PROFILE OF S I S T EI Y I 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall NOT /O I TO SCALE r Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Lf V (,�A a Assure Watertightness. In General,Water Lines Shall be Constructed in PERC TEST: 14,867 Coordination With COMM Water,and Shall be in Accordance PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING With 248 CMR 1.00-7.00&310 CMR 15.00. SOIL EVALUATOR NO.13586 4.A Minimum of 9"of Cover is Required for All Components. WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE DESIGN DATA 5.All Structures Buried Three Feet or More or Subject OCTOBER 30,2015 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 880GPDx 200%=1600 Gallons 7.Septic System to be Installed in Accordance With 310 CMR 15.00& O/A LAYER IOYR 3/2 O/A LAYER IOYR 3/2 O/A LAYER IOYR 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 VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN A 1000 Gal Septic Tank in Series Board of Health Regulations. 8" SANDY LOAM 39.0 8" SANDY LOAM 38.8 10" SANDY LOAM 40.2 101, SANDY LOAM 40.2 (Designed for Future Additional Kitchen) 8.All Piping to be Sch.40 PVC. Bw LAYER I OYR 6/6 Bw LAYER 1 OYR 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 10YR 7/3 C LAYER 1 OYR 7/3 C LAYER IOYR 7/3 Use 2-IT-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 2(12`-10+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 Bottom Area=2 X 12'-10"x 33'-6"( )=858 SF The Compartments or tanks Shall be Interconnected by a Minimum 4"0 20" PERC TEST 37.8 N GROUNDWATER ENCOUNTERED 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(LTAR=0.74) 28•5 138" PERC RATE<2 MINAN(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. IT-10"x 33'-6"Double Washed Stone Fields as Shown F.F. El'. 4 1.0 F.G. EL. 40.f* - *Final Foundation Grading To Be See.Note 6 (typ.) 15 DESIGN DATA Coordinated With Landscape Plan. Min 9" Above Pie Min F.G. EL. 411 Min. Single Family-#183 -8 Bedroom @ 110 GPD 3.75' Complies No Garbage Grinder With Total Daily Flow=880 GPD Flow Equilizers -� 1 Breakout 880GPD x 200%=1600 Gallons As Required Use a 2000 Gal Septic Tank& Main House EL. 38.75 EL. 38.55 2000 Gallon A 1000 Gat Septic Tank in Series Guest House El. 39.45 Septic Tank 1000 Gallon (Designed for Future Additional Kitchen) H-20 Required L. 38.30 Top EL. 38.00 Bluff House El. 39.95 Septic Tank 37.33 H-20 (See Note 5) AREA H-20 Required EL. 37.17 880 GPD oaa(G AR)--1 89 SF Required Installer To q D-Box Confirm Prior 38.08 (See Note 5) To Any Work EL. 37.83 37.00 H-20 Use 2-12'-10"x 33'-6"Fields W/500 Gal Chambers Leaching Sidewall=2 X 2(12'-10+33'-6")2'=370 SF Chamber Bottom Area=2 X(12'-10"x 33'-6")=858 SF ? Total Provided=1,228 SF Bo t. EL. 35.00 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 & Boffels All Unsuitable Soils Within 5' cf O 6-500 Gal.Leaching Chambers in 2 Stable Compacted Base as Per Title 5 The Outer Perimeter oV The System 12'-l0"x33'-6"Double Washed Stone Fields asShown. #183 RELOto"ATED DWELLING No Groundwater Per Test Hole 5&6 DEVELOPED PROFILE OF SYSTEM SEPTIC NOTES - 9183 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours NOTTO SCALE Prior to Any Excavation For This Project the Contractor Shall Make the Required Notifications to Dig Safe(1-888-344-7233)and contact PERC TEST: 14,866 = _. . - Sullivan Engineering&Consulting Inc.(508-428-3344). _ 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 5.All Structures Buried Three Feet or More or Subject O/A LAYER IOYR 3/2 . O/A LAYER 10YR 3/2 O/A LAYER I OYR 3/2 O/A LAYER 10YR 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. i 8„ 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 IOYR 6/6 Bw LAYER 10YR 6/6 Bw LAYER lOYR 6/6 Bw LAYER I OYR 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& 3' Max. '-�,€1, .i i 0 9 . ', r-i1 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 20" PERC TEST 38.8 C LAYER I OYR 7/3 C LAYER l OYR 7/3 C LAYER I OYR 7/3 9" Min "` Compacted Fill 25 GALLONS IN<15 MIN. VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN Filter Board of Health Regulations. PERC RATE<2 MIN/IN TAR=0.74 " SAND SAND " Fabric 38 � - ) 37.3 138 29.0 138 SAND 29•5 and/or 8.All Piping to be Sch.40 PVC. C LAYER IOYR 7/3 NO GROUNDWATER E COUNTERED 26" PER TEST 38.8 NO GROUNDWATER ENCOUNTERED t/8" - 1/2" 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum VERY PALE BROWN 25 GALLONS IN<15 MIN. 3' Pea Stone Sump of 6". PERC RATE<2 MIN/IN LTAR=0.74 3/4" - 1 1/2" 10.Septic Tanks Shall be a 2 000 Gallon and 1000 Gallon or a 138" SAND 29.0 138" ( ) 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' - 1D" 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 T YP. 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. See ,Note 6 t 15' F.F. El. 43.5 ( YP•) F.G. EL. 42.00* - *Final Foundation GradingTo Be F.G. EL. 421 Min. Coordi With Landscape Plan " 3.75' Complies Flow Equilizers -� 1' With As Required Breakout EL. 40.75 EL. 40.15 2500 Gallon Installer To Septic Tank 1500 Gallon H-20 Required L. 39.90 To EL. 40.00 Confirm Prior 9 Septic Tank 39.45 H-20 p To Any Work (See Note 5) H-20 Required D-Box EL. 39.29 39.80 (See Note 5) EL. 39.55 H-20 39.00 Leaching Chamber Bot. EL. 37.00 Bedding,,,T„s SEPTIC NOTES - #1$5 All Components Inspection Port, If Encountered Remove & Replace 1.LocationofUtilitiesShownon rhisPlanAreApprox.AtLeast72Hours TO Be Installed On & Baffels All Unsuitable SoiIS Within 5' Of Prior to Any Excavation For This Project the Contractor Shall Make Stable Compacted Base as Per Title 5 The Outer Perimeter of The System_... _._ the Required Notifications to Di Safe 1-888-344-7233 and contact Sullivan Engineering Consulting Inc.(508-428-3344). EL. 28.5 2.The Contractor is Required to Secure Appropriate Permits From Town A T Agencies For Construction Defined by This Plan. #1 85 REL Of'"' %.I l / ED DWELLING No Groundwater 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Y,53 Per Test Hole I Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to DE V EL OPED PROFILE OF S T EI 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 OT TO SCALE 4.A Minimum of 9"of Cover is Required for All Components. , PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING DESIGN DATA 5.All Structures Buried Three Feet or More or Subject Single Family-#185 to Vehicular Traffic to be H 20 Loading.It is the Engineer's SOIL EVALUATOR NO. 13586 g- g• WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE ' -10 Bedroom @ 110 GPD Recommendation that H-20 Always be Used. OCTOBER 30,2015 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. SITE PASSED Total Dilly Flow=Gallons GPD All covers are to be maximum 18"for concrete or 24"Cast Iron. 1 I OOx2500 Gal Se Gallons 7.Septic System to be Installed in Accordance With 310 CMR 15.00& i Use a 2500 Gal Septic Tank& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable TES HOLE - 1 A 1500Gal Septic Tank in Series EL.39.5 TEST HOLE - 2 EL.39.5 TEST HOLE 3 EL.42.5 TEST HOLE - 4 EL,42.5 (Designed for Future Additional Kitchen) Board of Health Regulations. _O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 8.All Piping to be Sch.40 PVC. VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 6" SANDY LOAM 39.0 g" SANDY LOAM 38.8 6" SANDY LOAM 42.0 8" SANDY LOAM _ _ 41.8 LEACHING AREA Sump of 6". Bw LAYER 10YR 6/6 Bw LAYER l OYR 6/6 Bw LAYER 10YR 6/6 Bw LAYER I OYR 6/6 1100 GPD10.74(LTAR)=1,487 SF Required 10.Septic Tanks Shall be 2,500 Gallon and 1,500 Gallon Tank,or a BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW Use 2-12'40"x 42'Fields W/500 Gal Chambers Single Tank with 2 Compartments with The First Compartment Shall Have Sidewall=2 X 2 12'-10"+42'2'=438 SF 24" LOAMY SAND 37.5 24" LOAMY SAND •-- 7 g •• yq.t�4" LOAMY SAND 40.5 28" LOAMY SAND 40•2 ( ) a Volume of Not Less Than 2,200 Gallons and the Second of Not Less than C LAYER I OYR 7/3 C LAYER 1 OYR 7/3 C LAYER IOYR 7/3 C LAYER I OYR 7/S Bottom Area=2 X(12'-10"x 42')=1,076 SF 1100 Gallons.The Compartments Shall be Interconnected by a Minimum 4"0 VERY PALE BROWN VERY PALE BRO, pl OF 1ASs� VERY PALE BROWN VERY PALE BROWN Total Provided=1,514 SF - Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. SAND 132" SAND �� , 8• CyG SAND 132" SAND 31•5 11.The Separation Distance Between the Septic Tank Inlets and 20" PERC TEST 37.8 N GROUNDWATER O TE 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. o V 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 MINAN(LTAR=0.74) 28•5 ' > 32" PERC RATE<2 MINAN(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 NO GROUNDWATER ENCOUNTERED 12'-10"x 47 Double Washed Stone Fields as Shown. Revision: Add Comments per Health Department 8 4 2016 TITLE: PREPARED BY: PREPARED FOR: NOTES: Proposed Septic Compo nents • Engineering On Putnam AVecomulting,ivan The Bluff LLC, et al. Inc. BARNSTABLE, (Co to It) MASS (508)428-3344 P,O. Box 659 . 7 Parker Road, OsterAlle, MA 02655 seci@sullivanengin.com • www.suilivanengin.com Draft: CTR Comp: CTR 20 0 10 20 40 80 DATE: June 20, 2016 SCALE: Review: JOD ' V Not To Scale sect: 98124 a V -- - - _ -- 1 r i / / / / // / ZONE: DIRECTIONS: / � , RF (RPOD) From Hyannis -Take Route 28 / '1 ,-i � � k ; . Area (min.) 87,120 SF into Cotuit; Take a left at lights k' � ` onto Putnam Avenue; After Old / I Buffer Zone Calculations : 1 Er,. ., , Frontage (min) 150 , , ' Width (min) na Post Road intersection take a ,� i ' "�� I " Setbacks: left onto dirt drivewa for 135. ' /1, �, Y # / , I Existing _A► . Fron t 30' / /'I I 0-50': + Side 15' FUTURE �,' ,' #181 1,242 SF BLD + 216 SF PATIO ♦ ?, o '• ' Rear 15' GARAGE ", ,/ , I #183 = 1,003 SF BLD . . � / I I #185 = 0 SF F i / I I �° y� ' _ a '" � ;g ' FEMA FLOOD ZONE _____-____ , ', -'' Total _ 2,461 SF " `, 11�Tl Zones X, 2% AE(EL12), & AE(EL14) ___--------- --------- ----- -__- I j 50-100': - ----� #181 = 465 SF BLD Map # 25001 CO543J & 25001 C075Ei.k-_ - - I I #183 = 561 SF BLD 1 ' �' 1 #185 = 191 SF BLD A eff. July 16, 2014 ___ ----- ---____-__- _ 1 I ` + " i M s ,` //�/ ------------------- //' \\ j Total = 1,217 SF ♦ S. S , �, Proposed'� ' � >. ¢� �� r, . e�. . REVISED GROUND�IIIATE� � 0-50': M PROTECTION OVI�RLAY//DISTRICT: - I i #181 216 SF OBSERVATION PLATFORMS ♦' • ' / 1 183 = 144 SF OBSERVATION / I # ON PLATFORMS LLocation ■ ,�� AP - Aquifer Protectiop District f - - #185 = 144 SF OBSERVATION PLATFORMS ocation I M / / i I Total = 504 SF 1"=2000'± � � I � ASSESSORS REF.: , / WELL ; , 50-100': WELL I I #181 = 1,782 SF BLD + 1,150 SF PATIO I I0 I 1 #183 = 1,526 SF BLD + 950 SF PATIO Map 036� Parcel 040 , , I , WELL #185 = 2,421 SF BLD + 1,500 SF PATIO ` I I I I \ \\ \\\ I I i Total = 9,329 SF \\\ \\ I I I I . �� `� I I I Mitigation Required ` I I I � (504 SF - 2,461 SF) X 4 = -7,828 SF \ \ I I I \\ \\ i i i I (9,329 SF - 1,217 SF) X 3 = 24,336 SF z `\ \ I I / I I Total Required = 16,508 SF \ \\ I 1 I " r I Total Provided = Fully Restored 50' Buffer \ `\ 1 1 y � / j I Except for Observation Platforms \ 11\ \\ 1 1 \r II , \\\ \\ \ i \`j �Y i' i l II 1 f, jj t 1. i 1 Z \\ \ .. 1 \ 1 1 t( \ \\ I k \ I . I ( \ i \ \ 1 I, , \ \ 1 1 \ I j \\/ FUTURE 1 I \ \\ 1 1 `�� ,. i ;\ GARAGE I1 i %r.. \\ \\ 1\ 1 \ ,., �` I \ _ \ 1\ / \ / -.r \ w \ \ I 1 1 'l-" IN I rz� \ 11, i i I \ Cp . / / \ \ \ ", I \ /� /� / \ `\ FUTURE...\ \\ \\ ( � I \ 00 / \ \ GARAGE \` ` 166.3 `I ' N % // / \\\ \\� \\ \�. "\\- /' I I I /192.5 1 \' / \ �� \ 1 / / \ \ `_ / / \ / _ / \ \ '-\ �, \ ' _.- �� �- / / / __ ��\ 11 / -_ / // '� Cat 4 - ____ i \. 5.1' � / ''' 221,616�F 5.09±AC to MLW _. .�,9--, / . - 229.1 ,I I / �/� (Isabel\Rarzun, et al.) � ' \ `"I ` G4"`I /'/ // // .-_' CTF. 20,g423 Ik , , '" / / I 11� , Lots ,/ - � '' r , \ - �� l l / /�01 EXISTING DOMESTIC WELL TO BE \ �,�±SF 4.55±AC to MLW � �` /1 ~~ l I / CONVEWTEI3`T , IRRIGATION WELL �� ✓' (Charles R Lo ell) i ,� Lot 6 \: / Il 1I r i "I � ` - � f, CTF. 209424 ,f � y 192,623±SF 4.42±AC to MLW I I i ; r !' The Bluff, LLC) 1 j/ I i \• �,\ Approx. - % CTF. 209425 \ \ �, % 25.6 Location of _ r \ I f Existing System / n , ^\ J 1 r / o be Abandone �\ 12.8 r, 1 8! / I ;` E._,_. / .•._.. ____ __ ..., emoved in rr ►-�- r _ `` _.. ._� / Accordance wit "---r _. ,_._ \•_-\ ' ' ( IN-12 % 310CMR t 5 354 / \ \ \ i 50� RESERVE �l j / \ \ \ \ I - l / s� Z Tf Q _. . _ _ \ \ y \ \ T -1J 33:5 J �\ \ f \\ �\"I f f O 0 33.5 H-7 33.5 f 0 / -- T 7% U�URE I / d / I I // O r 'E \ GARAGE 12.8 % I_ ,) n � ; I ; %....:• • \ TH-4 O N ; ._ _....,. .__ _. % _.. \ i 4 ^ `• - ' .- I_ PROPOSED J I`) y / ,v \, PROPOSED -__j j 8 BEDR6oMO / i 8 BEDROOM �, / /509 RE RV SEPTIE LLJ (n I I % \. Y SEPTIC 4 �N ��• (/) / \ -.,I 0.7 ' 'H \ -- ---- I O PROPOSED ,N / I I .._._/_ _ / / Approx. \ r7 / I I /' Q / BLUFF I t ,✓ I I O I / Location of t O " I I / --/ HOUSE I /Existin S stem \ Z \, / I I / //// 9 Y ,I V I I 0 / I I o be Abandoned 12.8 j \, . _ / I I 12.8 O I/ I I / or Removed in PR• . W _/ ~ j / L Accordance with SHE Z -_ r i �_ �, _ _ '/ 185 / 310CMR 15.354 -J i i r. X SING DWELLINtG-� � 33.5 / _ ?85,,t f Z ,; - �\ ,O' BE ,ELOCA i ED �.X TING OWEc'. IV'G /� O O LV. I I 1 _ -..._..- 1 t / / T BE REL OG ;E0 /� y U S ! _.._ u f : �\ j O PRPIPOSE / O ? o t -- / TH-10 /' ' f EST r- ---f TH-6 . O f // O ) - _._. L }�fJUSE I /� 42:D \ I \, f _. I/_//(/G/-//-/-/,z/// /,//_/ /../l./.,)./ // � !_ 42.D W i / ( TH-9 \I - TH-5 O t � . LE � - ___/ J � CN I 7 4 ` o tl .c (` I bra. r-. \ Q , i I / C o i L - � \ � V / PROPOSED, ".... Q O r -- _ O _,`i OPROPOSED O fa _ ._.- ( \ � \ O O EX„.i,ii G .� IED / .. __ .__ �p M //%% fT BE • - _. . ._ - . - _ .1 100' 8 ffer - - PTI ,t / �DVvf0LfS�`D 1 q BEDROOM ' _ . - - \ C_ . ,_' 11 SE I,� N PR OSED 3;,, ML ''> icy 100' r l - - - . - - - - . - 0 erg _ � / I __ 1, 0' Buff I" . AD IT1®N i // /• -, \1, Y I - - #18-3 __. � \ ! _ 181 j /i / RELOCATED DWELLING _..,_ TH-2 _ • Z \ *PROVIDE DRIP EDGES* { ' �- f ---' RELOCATED DWELLING / /f/ ,J ` . \`ON "I; FOR ROOF RUNOFF J . /� PROVIDE DRIP EDGES* / / / '/ f` ,� 1�` ' \ - \\ 18 / FOR ROOF RUNOFF.ro_ _ . 1 % /. /, `^; \ _ _ FFE 41.0'± p� \ RELOCATED WELLING, J ,r FFE 41,5 J ' / , f� \ \ \ \ Lo bti *PROVIDE DRI EDGES* j /'' I O / f f, i. \ Exis in� Syst M, T 1 FOR ROOF; UNOFFi / \ // / / / \ \ \ � ,E o b A6'cn do ed.\ FFE 4 '± l ( ,- f'; j f, /'/� \ ; - 3b-.... _ or emo\ d ( / ) / '^ - f 1 f Acc dance•, i , �\ i --- -� :-- ,I � I ; . � f \ PROPOSED 310 MR 15. 54 \ � i ! f 1 I I i /s,i i ; I \ PATIO & WALK _- ' �77SED/ r , ' i / , :__ (950 S.F. ±) - ' �/U�'��[I 4 PA 170 WALKS i r ! / , \ \ J \_ I "/,/`///%//r/IJ. .//r rTr%/r/...r// l"'C"K f f / �! 1 \ oSED - _ ski 1 50 ffer !f, / 1 � /l I_ 1 ,\ \. \ / 3 / f PA 500 S. ELK 100 /_TO BE g� / ,100 I # l f- - • - - j EX.ISTi II" �. - . +- -/'- - fl - - .,_--,�� '/ / � t ,/J ` ' \ 1\ \ , / g, 8 j 50 - rl% / TO RELOCAD ;r / ) f�/ f : ; 50' Buffer - o- Exis.,na Dwelling L -� ' - - - -!,' j t / - s TO Bc Cat? ' _ / 1 ,, ; , ; �0 -•;V 50' Bu ffer / I �_.. P . /. /./LlL j C// !._//1.1/.///. ,///_.. /1 /:'�.� / ' J i, f hl \'\', ••... - R /.//!/L/_�// I __. ;_• "1 DISTURBED A AS % l ' D AREA / :1 ? ` -. _ ? ' I \'}; ;} �' \,, / DISTURBED AREAS / DIST(�1RBE ; TO BE RESTORE WITH % PROPO ED I % 'i I ' ,y ✓� ` \• \`3 � \1..: PRO OSED : TO/ E RESTORED WffH . % TO BE RESTORED WITH �', \ L�RY MEADO �} 11 % \\ PA, H // / , i I J .•`,, \ ! ; \ \` \~ `` P TH h / DRY MEADOW j j 2 DR 3 NATURAL STONESL (IO'N CONTR ✓<rMIX -i'`\ J / // / / 1 i i I I \ i~ _ ` 9S-ER / 1 •` \ �`\ \ `• \ L EROSION CONTRdL MIX 1 \ ._ OR APPROVED EQUIVALENT , % / / /:/ /// j ^ ' \ \ \\ '.0 ,. �` �r//... l_ - - ONTRO Z///1 / �` F \ OSION G - TO PERMANENTLY DELINEATE 50 i, ! /l • I !, '/ % ' t `I' 2s`~ �` ` \t L / 'ROPOSED 2 01� 3 NATURAL STONES RESTORED 50' BUFFER ; `Exi�tin� I I - ' 7 i 1 , `: \` \� ` `> l `••. 50' i / ( PATH 5 OR A PROVED EQUIVALENT _._ .._. . XFsTt^w <,4,o i I , I PROPOSED WORK LIMIT i' 1P th, iV�rithl t ____ ;f % RESTORED 50 BUFFER..-/ j ,T�mSer` 1St ps �� I' { EST A ELIIRT _ , 3 __ / i f ;i ' I I HAY BALES / WITH SILT FEN�IN r I •• N ~LY 1. 11 \ E _ Top of Town & State / -`,; /"/ /, j / ,//"/ f 00 j -.. "_ - TBM EI-40.8 NAVD 88 Defined Coastal Ban I- _ _ "I / ,/ / /�/% /l\'\ `- I?RQPQS OBSE VA.TI i / / to of CB DH fnd v // <' w\L`'A\TF,ORM A GI?A'DE`(1�14 S.F: r, _ ._ _._ _. ._ __.. ^DA-14061 I PROPr'7SED-OB•S'ER��C1f�/�///�,� ;_.\ c� � . � �. _.. ._..- _._ / -- -_ " Pil-I TF00 4'aJ GRA66I / i / / - �` T p i cB DH _ ..._ ___ _. ._ ._.._ _._ _ - .,,.- ; To o Town & State _. ._. - --- ,,�----�_._ - - __�..- - _.._ ___ Define Bank ___ \F 9L L IbN lSI�APE SH` L:SE ......._ _._. __ _.._ .._. -_ __ _... - �� i" nd..._ _...... _..... - 11 Coastal _.... _ ,. .__ _----- ___ _..._ .._._ __. .._._ _.._ // ,..,_ ,.\tip. _ , _.... _.. _._ ._.. _. __ _._ _ _._.. _` _ . .... _...... _ r _ `�~ ~ . -"" _... .__ ...._ _.._ _.. _ __ __ _ --- - - -- - _ -'._..._ _ _ - _...._ / _ X __ -- -2 bR 3 AIATURAi.SFDES BS (!7 _ .. _ __. �/ �. , , ---- "`--PR-APQ.S _ ._...._ - .-..:.- - - r - _._ ._._ _ _ ..._ �\ ti ` `. , - - _. - PLxkTFORU.'A A$E 144 _F.... . , _. __ ,� _._ .......... _.. _ _ -- _ _ _. _ _._... _ _ _ _ ....... ..... - ..._ .._ _. _ . ....-_ ... - _ _._ _. _._ _... . _.. _ ...._ _ _. ._ �`�`` LENL - - _ ......._ _ /// OR•.A 'PF?DVE6QUIV,A _ } ~- �.: ';.. i _. .__ _. ,.__ .._ - - - _ _....._ /. �'.. _ y,,`�� ~`�, _ L L A {6{d APE-SHrB B --- _ _.. .._ -... _... _ _ �" /// _ ___ -- . �..TQ P RMANEN 1 L:Y,Dl VNEA E �7L�t /._� _._ _.. -_- __ ......- _ _ ._ ......_ _... _ --. -- __._ - _ _....... _ _ .._._ _..... _. _. ._. _ . ..... _ _._ _ _....._ .... -... ...- _ -- .....- _ - _.. ._ .- _..... _._ ..._ .-.._ _ - FtEta ' JhJS xED TO...A t/01 E? �fEGEFATI.O .. ........ ......... .._ ........ __..- ._... _.. _.._ ._. __ ......- ._ ......._ 1 --- _. .._ O'._Bflk'F�F ^_ ....... . _ _ ._. __- / .... C -� - - _ ...... ... - ,. _ ._ .... _ -_ _ \ -- - .. - -� _ _. ..... _ `\ _..... ..._ _.._ .._ , 'T _.... _.. ..� ...__ ..... - - -- -- ...._ _..... __ es __ ..._ _ ....... .._ .......... _ - - _.. _ ..._ -- - _ _..... __. ._ -._ _._ _... _.. _ - - - - _ _ __ ........ _ - - _. ...._ _ -' _.._ �`.,, ; -,- _ ____ AsMShowneon'nFIRM __ _ _ _... _ __ _ , r _ _ _. - -- -- _ __ -- _. _. - __... ._ _ -25_ _...... _... .._ .. . _... ..._. _.. - 1-1 .... _._ _ . -� ._. .._ --- - _. -- _... _._ ...... _ _.._ _._ _ _ _..... !/r_ __ .� �, .. � ..__ __. •.. ._ � __ __ _ -. __ _ _ !j ' _. ._._ __. ......... __ ....._ ___ _ _._ -_ _..., Map N 7 ...._ .. _... _ . _ _ .. _._ ._ _... __._ ._. _. - _..._ _-. _._ - . _----__ _.. -- -_ - -. �` _.._ ._ _.. -._ _. -_ _.... ...._, eff. 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' _._ ..._ _ _. ._.... :.'.. - _- k --- _. _. _ - _ - __ ..._.. , and Stora e Racks -_ __ __ -- _ __ o` 'W __�-_. ..., - -- ... _ -__ __i- _; r�,' See SE3-2123 ` -.,., _ _ _��_ ____ d. -- - __ __ . _ � egen Coastal Beach ��` - - - }-_ -- _-- - - - .. - -- _. _ __- __ _ __... -..--_:-_ - -- -- _ - - - _ Coastal B h -, t eac ... _ ._. __ _ - _._ ••�- - _..... _ _ _ r Tree � I ___ --- - - (D - - _ __ ..-.._. ...�... - - - - - - - - _ - - _ _ _ - ..._. ._. _ i a _ --__ Holly"_.._- `.,_.._'-`... Tree _ 0 -_ _.... .................................:_................................:........................................................._................_.. 108E' ---- --- -- __ __ -- --- _ . __ > _... 108E' -~--- Mean Low Water ............................................................._..............................._.................. '_' I ..... ...: ............................ Deciduous Tree " -0---__ -__ � i . - 0 u r�. ___ Mean High Water ......... -i T L\HOFtijgs EI=1.8' NGVD '29 .........:. . + Coniferous Tree ........................................................ ��\`�� s9c July 2014 , � JOHN C. yG O CB/DH O h a r�A C VCo-tUitr a -4 Guy �� 6 G� -O- Utility Pole w� ,/S 1\ ,tw �c Tida/ ® Well FSS/ \\ OHW- Overhead Wires /ONAL F - -25- - Elevation Contour Revision: Add Comments per Health Department181472616 TITLE PREPARED BY. PREPARED FOR: NOTES: Site Plan _ Proposed 111 ► �'oV111e1 I t�7 n pp �� pp� T�l e B�U ff LLC, et G�, 1.) The property line information shown was 2 p p Engineering & Cap e u ry compiled from available record information.ivaii ril At consuitinonc. 23 West Bqy Rd, Suite G y Q Q �Y1 Os,�rville MA 02655 2.) The topographic information was obtained 1 V 1 ' 1 V5 Putnam 1 1 Avenue (508)428.3344 • P.O. Box 659 . 7 Parker Road,Osterville, MA 02655 (508i 420-3994 / 42o-3995fox from an on the ground survey performed on �j seci@suilivanengin.com • www.suilivanengln.com or between 24/FEB/11 and OS/AUG/27. BARNSTABLE, (cot,ut) MASS Draft: JOD Field: WHK KAR 3.) The datum used is NAVD '88, a fixed mean � 20 p 10 20 40 80 ' V - sea level datum. V DATE: l�ne �O, 2016 SCALE: 1 F►_/�O► Review: JOD Comp./Droft/ Re ix=w: RRL V G. Project: 98124 Drawing # C527_12 ex1 --