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Home My WebLink About0082 SAND POINT - Health 82 Sand Point Osterville P A = .073 016 q �t r G i V Jp, 0�4 rov-e.d[ ,Q�� r No.�' — —U.'a - Fee �C-) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Misposai 6pstent Construction 30ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name Address and Tel.No. ©SGL-(Z�d e tLC� Je9 r-tN F•ts�•\ to S'!fit t-��:YL:O i.�,�� Assessor's Map/Parcel 0115 p ( co 0 A A O2:_�\ I taller's Name,Address,and Tel.No. ,�?S-!o��4 Mesigner's Name,Address,and Tel.No. &U L--N j Ace l»c Type of Building: _ 'y0a- I ^ ( /se_v.c Dwelling No.of Bedrooms 5 Lot Size l �`G\ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures a Design Flow(min.required) J�S d gpd Design flow provided ,`' S�✓�• gpd Plan Date C Eg 04 , ZO)!+ Number of sheets Z c)r 3 4 Revision Date C)`]f-oz/ 14 Title S t TG Fao eCl;n. " " _ _ r r Size of Septic T Type of S.A.S. L 1- �.M6 G2 SL Description of Soil O-S r� A- L A-I 1u 2 SA N Q-e L O A,-1A Qa:'-)4" t3 LA e-Q- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: . The undersigned agrees to ensure the construct)n and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — 1 Date Issued J f -------------------------------------------------------------------------------------------------------------------------------- ------ 41. : N5P 0 o.r� '1 olq — e� 7L "C", v r, ��' t;�. Fee Entered in com uter: THE COMMONWEALTH OF MASSAC'H�USETTS P Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTA96E, MASSACHUSETTS appricatiottJ isposal 6pstem Construction-permit {41, Application for a Permit to Construct( ) Repair( ) Ugrade( ) Abandon( ) mplete System ❑Individu Components i Location.Address or Lot No. Owner's Name" dress,and Tel.No. Af t CO`�a'�r�rt tLG Jo,-rn4 t-,s+\ 6•SALL-C zz�� n'. Assessor's Map/Parcel p'1?j G1 I CO J"\ACaZ\ I taller's Name,Address,and Tel No. �}S-(o (4f designer's Name,Address and Tel.No. 5V CE L Ca N. .1 q,-4 1=v t c cL ry C c✓L �cJi ''T t(Ls�r4� z`!�u Vul Type of Building:. Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Y Design Flow(min.required) S 5 o gpd Design flow provided_ _ '�' gpd Plan Date t-�3 Owl ZJD) Number of sheets 2 v t'3 Revision Date U d Title S 1 T- 1F,xV �:' Q, � h VZ00, i> 1 "AQ Ci G VV\ ee ! ` or ',Size of Septic TanLZ - Type of S.A.S. Description of Soil C3—'� / .Lr y" ,Z: Ste.,��( L o ik r A Q, —1 Nature of Repairs orAlterat ns.(Answer when applicable) r a=. 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 Env' ental Code and not to place the system in operation until a Certificate of Compliance has been issued by,this Board of H h. Signed Date c Application Approved by ( - Date Application Disapproved by \ Date for the following reasons Permit No. o I Y Date Issued r _ f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance a THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( Repaired ) pgraded( ) Abandoned( )by at 5 2 S q 1-1 0 ?Ot r Lc has been cons c e ccord ' with the provisions of Title 5 and the for Disposal System Construction Permit No. e Installer Designer #bedrooms . Approved desi• ow �j v /� gpd :. The issuance of is permit sha of be construed as a guarantee that the system 1 nc on. design j Date Inspector Yr - - -- - -- - - -- - _ - -- - - - -- - - --- ------ --- -- -- --- -- - - --- V- - No. n Fee I ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION— BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at SZ 5+4�, �Ol, 0Z!5 €cy(L( L 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. t Provided:Construction must a completed within three years of the date of this permit. I ry v Date Approved by Sullivan Engineering Inc. 7 Parker Road, P.O.Box 6159 , Osterville, MA 02655 Peter Sullivan.P.E.Mass'Registration No.29733' phone 508-428-3344 a fax,508428-9617 December-17,,2014 Health Division Town of Barnstable 200 Main Street Hyannis MA 02G01 Re 82 Sand Point Road,Oyster Harbors { Disposal.Works Construction.PennitNo. 2014-297 Board of Health variance letter dated August,25,.2014 a Dearr Health'Division, This letter is submitted in accordance with the-terms of thevariance granted by the Board of Health,for this property. During the initial phase of installation of the septic:system I conducted:'soil analysis per 310 CMR 15.104.1he result of this sol analysis supportsi the original design parameters forthe repair,/upgrade of:the septic system. j I hereby certify that the underlying soil•is a Class I material with a percolation rate of less than 5 minutes per inch. 14 trust that this:fulfills my obligation for soil evaluation per the granted variance. V r ,truly yours , q i`of Nh - , Vlz I AZ Pt.TF�, SULUVAN Peter Sullivan PE3 tits NO,2973 Sullivan Engineering, Inc. AL A CC' Will Saltonstall, Attorney Paul Losordo (via e-mail) Donna Miorandi BoH (yia e-mail) Members of L American Society of'Civil Engineers and Boston Society of Civil Engineers Section' • r Tows; of Barnstable Regulatory Thomas`F. Geiler,Directo>! Public Health 'Division a° Thomas McKean, Director. 200.Main Street, Hyannis,MA 02601 Office: 508-862-46 j44 Fax: 5 -7��4� Date: ! sews ge.Per°m . C Assessor's MaplParcel 2 f(p p 11IIA&AL29dalE gi t� Farb Designer: iA Installer. Address: Address: On "" "'Js issued a permit to install a '( te). .. septic system at n based on a design draw by ed: _2 07'4 0�i ,fir .- <` I oi*r that septi±'F system w&renced above was tt�stalled substanddl ac rdin to yy t desig � v hi h y :rietudc minor p my d changes such as:Viral reI. t.q. o h £ dfstnbution: boy ftndlc r. ept>so t k;. out (if required).was irr eci d and soils were found satisfactory. ,. I certify that the 'A tic gstem referenced above was itwWlid w4h mi ajar cha os (Le't - - . greeter than 1 Q'Iat,eral relocation of tht SAS c>r and vertic41 relocation of any comipowM -A a of ee se a but in cur oce-with State L Tie ulations. Pisa revisioa or certified t by d tgt r to follow. IStx pout(,if re fired was inspected and the soils were f ttsfact +r ear�s: ignature).:A ( signer's Signature {A ix e§igner s Stamp ere) F RN LE t l� � l hi. t AT oill 8 a"IIAN ARURECEIVED B 'f t l AIM q.ApffIce romsk4siga"nification form.da TO F B S TABLE 0 7 LOCATION SEWAG # VILLAG 1 ASSESS R'S MAP&PARM INSTALLER'S NAME&PHONE NO. Q� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) size) Ny2p NO.OF BED OOrM_S.� OWNER O V PERMIT DATE: 11 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY � 9 V ® � f ,hb A ToWn of Barnstable Barnstable Board of Health A"""'edcacft 3ARNSPASLE. MASS. $ 200 Main Street, Hyannis MA 02601 2007 m Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi August 25, 2014 Mr. Peter Sullivan Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 'RE .82 Sand, Point Road, Qstervi le _ A,_-,073,016 Dear Mr. Sullivan, You are granted variances on behalf of your client, John Fish and.Chrisjen-B Rty Trustees, to construct an onsite sewage disposal system at 82-Sand. Point Road, Osterville. The variances are granted as follows: 310 CMR 15., 211: To install the soil absorption system 27.7 feet away from a coastal bank,: in lieu of the minimum fifty (50).feet separation distance required. 310 CMR 15. 1041 To conduct soil analysis and percolation testing and engineer certification of same at the time of installation, in lieu of providing the required testing before design, permitting and installation. Section 360-1 of the Town of Barnstable Code:: To install the soil absorption system 27.7 feet away from a coastal bank, in lieu of the minimum on- hundred (100)°feet separation distance required. These variances are granted with the following conditions: (1) The septic system components shall be installed in strict accordance with the engineered_plans dated revised July 2, 2014. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in.writing to the. Board of Health that the system was installed in substantial compliance with the plans dated revised:July 2., 2014: Q:\VTPFILES\Suilivan82SandPointRoad2Ol4.doc These,variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. - Sincer y yours, W ne filler, M.D., Chairman Q:\W PF I LES\S u I l ivan 82 S andPO intRoad2014.d o c � 4 t . .__z.: l S QpIm DATE: // / /1 FEE: 4 00 MASS. 639• p�� REC. BY Town of Barnstable SCHED. DATS: F)mAt Board of Health 200 Main Street,Hyannis MA 02.601 Office: 508-8624644 `" ' Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Camtiff,D.M.D. VARIANCE REQUEST FORM LOCATION p �Q Property Address:_ U„o� psQ,f /_:DJ/L� C�5 Flo I Assessor's Map and Parcel Number: 7�j" Q 162 Size of Lot: �� GC reS Wetlands Within 300 Ft. Yes V Business Name: IV q No Subdivision Name: IV)g APPLICANT'S NAME: 5-aJ U M,J7 �h9> eentJ-q..TY1C- Phone Did the owner of the property authorize you to represent h m or her? Yes _�/ No PROPERTY OWNER'S NAME CONTACT PERSON r Name:;jvhn F��,Tr Chrg j -,6 T t:Name: Address:46 /leri_ -t&b?L, )V,4 - Address: 7 jqJ"Xed' #?d o oddX • Phone: Phone; VARIANCE FROM REGULATION(List Peg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) ✓ Please submit copies in 4 separate completed sets.: _ Four(4)copies of the completed variance request form Four(4)copies of engineered;plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _1/ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must he notified by certified mail at least ten.days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller;Chairman NOT APPROVED Junichi Sawayanagi• REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC } • • . 0, • . I • Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent o Print your name and address on the reverse ❑Addressee so that we can return the card to you. B, Receiv y(Printed ) C. Date of Delivery o Attach this card to the back of the m ailpiece, or on the front if space permits. 7T 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Prop ID:073014 LINDSEY,JEFFREY R TR SALTEN TIDE REALTY TRUST 135 CARRIAGE ROAD 2112 OYSTER HARBORS - — OSTERVILLE,MA 02655 3. S rvice Type Certified Mail® •❑Priority Mail Express' Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (7ransfer from service label) 7 014 0150 0001 6946 4008 I PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+40 in this box* C I I I Sullivan Engineering, Inc. P 0 Box 659 Osterville, MA 02655 I ' i m Complete items 1,2,and 3.Also complete A. Si at re item 4 if Restricted Delivery is desired. X ❑Agent 10 Print your name and address on the re ❑Addressee so that we can return the card to BURY B, Received by(Printed Name) C. Date of Delivery 0 Attach this card to the back o ail lace, or on the front if space per s. ly D. Is elivery address different from item 1? Oyes 1. Article Addressed to: If S,enter delivery address below: ❑No Prop ID:0730 7 JUL b 0 DODGE,ASEMENA T %TAYLOR,HARRY 1280 WASHINGTON APT 0 3. ice Type - -- BOSTON,MA 02ll8 �/ S O Certified Mail® ❑Priority Mail Express" SP 11 Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7 b 14 '015�F 0 01 t 6 9 W`6 d3 47 r1t (transfer from service labeo PS Form 3811,July 2013 Domestic Return Receipt UNITED STAT Pb�A OgkliVICE First-Class Mail MA W-1, Postage&Fees Paid USPS I -UIL "14 Permit No.G-10 I I • Sender:Please print your name, address, and ZIP+4®in this box* I I I I I I Sullivan Engineering, Inc. P Q Box 659 I Osterville, MA 02655 !I I .,. i; ;�.•...; t1t. it .. :,, i •ii•'r a:;;,- 1=`� sl n Complete items 1,2,and 3.Also complete Aaai na e item 4 if Restricted Delivery is desired. ❑Agent ® Print your name and address on the reverse ❑Addressee so that we can return the card to you. B eceived*(@t e) C. Date of Delivery o Attach this card to the back of the mailpiece, or on the front if space permits' B i D. Is deliverydifferent from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:073032 CALLAHAN,BRIAN'E 1R C/O CONTINENTAL WINGATE I CHARLES RIVER PL-63 KENDRICK 3. Se ice Type AM NEEDH ,MA 02494 Certified Mail® ❑Priority Mail Express' ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes !!5 i. ttl aI: �t— S 2. Article Number t ':Tp j,4 i01i5 0"0 0 0 3,' (Transfer from service label) PS Form 3811,July 2013 Domestic Return Receipt I f UNITED STATE 5rTC-6 RviCE First-Class Mail A I"CI Postage..&Fees Paid USPS 12 JUL14 Permit No.G-10 I I • Sender: Please print your name, address, and ZIP+4®in this boz• I I I I I I Sullivan Engineering, Inc. P O Box 659 f Osterville, MA 02655 I I I I I ill)l fill 11l,w)i01111111"111111�1�t1��J1i1,11,1i,1i11,i1libi /CY Project Narrative 82 Sand Point Road,Barnstable(Oyster Harbors) Assessors Map 073 Parcel 016 The property consists of 1.41 acres in Oyster Harbors which abut North Bay. The property is presently developed with a single family home built circa 1930. The property is landscaped, has several sheds, driveways, walkways, patio and associated appurtenances. The property has the benefit a 5 bedroom septic system up graded in 1997 under septic permit 97- 151 and the project filed with Conservation under SE3-3109. The present scope of work is to construct an addition to the dwelling with associated patio, construct a porch, and relocate the drive. As such the existing septic tank will need to be relocated. The proposed drive is over the existing leaching field therefore the field will,need to be up-graded to H-20. The wetland resources on site are coastal beach, coastal dune, salt marsh, coastal bank and land subject to coastal storm flowage. Attached is wetland flagging report from Fugro and part of the Conservation file SE3-3109. At the time of the septic upgrade in 1997 the bank was not considered a regulatory resource therefore no variances were needed to upgrade the septic system. See attached letter dated August 2003 asking for clarification on coastal banks from the Board of Health. Today the bank is considered a regulatory coastal bank therefore the following variances are required: 310 CMR15.00 Title 5 15.104 Percolation Testing: Requesting Engineer Certification at the time of installation. 15.211 Minimum Setbacks: Coastal Bank: 50 feet required 27.7 provided Town Code §360-1 On-Site Sewage Disposal Systems Article 1 Setback Requirements: Coastal Bank: 100 feet required 27.7 feet provide Salt Marsh: 100 feet required 57 feet provided. Summary: The existing system is not in failure and the leaching area will go into the same footprint and will be no closer than the existing system. The bank is a non-eroding coastal bank and the beach system in front of the bank is accreting. There is adequate separation from mean high water--.161 feet. There is adequate separation above ground water-- 9 feet. Granting the requested variances will not affect the system's ability to provide the same degree of environmental protection without strict application of the regulations. i WETLAND FLAGGING REPORT FORM Date t� St 12, Client ga,e �- Fugm East,,nc. 90 Route 6A,Sextant Hill ! Fugro Staff ,(�G� � BQ'r `G l� Samtv&h,MA 02563 Job Number (508)8W-3900 Fax (508)888-66M Location D See &a Kbc-- Comments i Sketch of Property and Flagged Wetlands D � Tc-H a I-c ti s �K i . i Page of Z Attachment G I WETLAND FLAGGING G REPORT FORM �Qo ,.. �auasaaeat Date � AAau 5f Client pax lei- i 'V CSC C'. Fugro East,Inc. 90 Route 6A,Se)dant Hill Fugro Staff 8a rn Iu.Q Sandwich,MA 02563 Job Number l U o 5-/ l Da (508)888-19M Fax (508)888- M Location Lo l(o �5'and0�'�17�; cis - fi�a�bA-S Comments Upland Vegetation Observed Wetland Vegetation Observed pl fGLj P/ham � l�a �� ScenS �S'par,-r5 pa, S !y0oa�PiY�Q ,��IGGr Goa �S Sa •co,r- �•a ev�cpaea rdSe— � Gf /1?arS^�7 sGt r)d �j�� • Sp ae- ^v l a n 0 Ma rho`.. ^ I V 1 Page Z of Z .I Sullivan Engineering Inc: 7 Parker Road`,Box 659,4sterville MA 02655 508428-3344' ` ; e-mail nsull�e��ol.com fax 508..428-3115' August 28; 2003 Board of Health Town of Barnstable - 200 Main Street Hyannis,MA 02601 RE: Onsite Sewage Disposal Regulations: Section 1.00 The 100=Foot Setback Regulation r. Y Dear Board of Health a. Regarding the above referenced regulation could you please provide clarification on the definition for coastal bank.;The Board traditionally defined coastal bank as a bank subject to-tidal action. However in the latest forni'Of the,100-foot regulation(revised'May . 17,2003)there is now a reference-to Title 5' The latest revision to Title 5 uses the 310CMR10 definition of coastal bank, which is rather broad.based.,'Additionally the local Conservation Commission has their own definition of coastal bank,which is also different from 310CMR10. So if you could provide some direction it will be'appreciated, Thank you in advance for your,efforts.: vR truly yours,.. o Peter Sullivan P:E, Sullivan Engineering Inc.. q. . t r e "19O C3og Members of The American Society of Civil Engineers and The Boston Society of Civil Engineers I June.28,,2014, Town of Barnstable Board of.Health 200 Main Street Hyannis, MA 02601 RE: 82 Sand Point, Osterville Map 073 Parcel 016 µ Dear Board of Health, As owner of the above referenced property,:please be advised that Sullivan Engineering, Inc. has permission to represent me before your Board in all matters pertaining-to e eptic system`at our property. Si Jo Fish, s ee i Chrisjen-B Realty Trust AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '073016' -Direct abutters(no set distance)and the properties located across the street. Total Count: 6 Close Map&Parcel Owneri Ow Mailingner2 Addressi Address 2 CityStateZip Country Deed 073014 LINDSEY,JEFFREY SALTEN TIDE REALTY 135 CARRIAGE 2112 OYSTER OSTERVILLE, MA C199803 R TR TRUST ROAD HARBORS 02655 073015001 KINGFISH LLC 65 ALLERTON ST BOSTON, MA 62 C1741 02119 - - - 073015002 FISH,JOHN F TR CHRISJEN REALTY 65 ALLERTON BOSTON,MA C140988 TRUST 'STREET 02119 CHRISJEN-B REALTY BOSTON MA TRUST 02 073016 FISH,JOHN F TR 65 ALLERTON ST 18412/1.54 119. 073017 DODGE,ASEMENA /TAYLOR HARRY D 1280 WASHINGTON BOSTON, MA •. C173796T ST APT 403 02118 - - - CALLAHAN,$RIAN C/O CONTINENTAL 1 CHARLES RIVER NEEDHAM, MA 073032 WINGATE COMPANY, C199073 E TR INC PL-63 KENDRICK 02494 _ - - -- This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/9/2014. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReDort.aspx?type=BOH 7/9/2014 Town of Barnstable Geographic Information System July 9,2614 7. • • h `•2 r 073032' :'••#79 . 0 30150 :'•7 01 .:ii�i'fiia:'•>':i••:::?.�i'.,iiii:;:�:i;:{'::G'ii�.i•i 8 ....... .... ..... :.:073014 g mo d 0 073014001 Q #4 1 y 073017 >0730 14003 #166 - 073014002 073018 #38 0 62 Fe DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:073 Parcel:016 Board of Health bounds determination or regulatory Selected Parcel boundary g ry interpretation. Enlargements beyond s scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1"=100'may not meet established map accuracy standards. The parcel lines on this map � �,E are only graphic representations of Assessor's tax parcels.They are not true property across the.street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. " Buffer I Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 phone 508-428-3344 ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicant: John Fish Tr. / Chrisjen-B Realty Trust Project Location: 82 Sand Point, Osterville, Mass. Assessor's Map and Parcel: Map 073 Parcel 016 Project Description: Upgrade of the septic system. Variances are required. Please see attached narrative. Applicant's Agent: Sullivan Engineering Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis, 2"d.Floor. Main Hearing Room Date: August 19, 2014- Time: 3:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis, and at Sullivan Engineering's office. Please call if you have any questions regarding this notification. Please call the Board of.Health at 508-862-4644 on the day of.the Public Hearing to confirm the location and time for the hearing. - a i,. 3 r. .s s a'• z5' NO ypL-ICANI' t p,DDREss %Pd` DESIGN FLO�'' D ATE DY- O B N N/A OK y MI ' .., em GO 4 a 310 CN1R 15.220( )( )J Legal boundaries denote d[ ber noted on:plan;[310 Street,Lot, ax;Prcel number :and lot num CMR 1$.220(4)(u)J 15,.2204(t) 1" 20' or fewer for x Locus Provided:[310 CNSR' ;:for plot.plans, , Plan proper scale ( 15:220(4)J com orients) [3:10 C ; 1.5:220(4)(b)J a for 310 cly� 15.40 (1)O E��nents shown[ ed 310,C�' on,Of-served[ 1 -412(4N System located:totally 310`C ades - i f-not, a,variance �s re uared arlang areas;etc) upgr surfaces(drivewaysr P•. 0 f im envious'. 'on P h _ Lo ca d 4 J MR ( C [310 CM1Z 15.22 O a and proposed 3I0 Location all buildings exnshn� 15.220.4)(01 stem components and reserve l eas Location and 3unensions of sy 1310 CNIR 15220(4)(e)J j5.220(4)(I)I-_ System,C alculations [310 CMR., daily flaw d rounded) an e d P s tic'tank capacity(req'nr rounded) em(reeled and P ,soil absorption yst arbage'amder / . ena designed for g whether syst 15.220(4)(g)J North arrow'`[3.10'CMR 310;CMR 10.220(4)(g)J a and,proposed contours[ existing.grade Existing: P a of deep obsezyation holes_.( Location and low 3 i 0'CIvIR 15:220(4)(h)J . ech,test _'[ uator.and BOH.representatntTe Names.of soul eval r and(n)J o ed at roper F; erf rm P , d dare ofpercolahon tests (P F Location an i5.220(4)(n)J f. 310 CM 310 CMIR ,. elevation ) [ rate'.. erctslatiorltestzesults°mach LE�d slot �j10-C� 1S 220(+)(3 y , cation stat..nient:by So e+ iod for adjust?nent Gertif� R Obser�;ed'and Adjusted'graund«pater 31:0 CIl 1 5 1 03(33310 Cl�/ �ier1 Or L11d1Cated) [ e CrJ r A Location of every water supply r 1 TVA 4( )� 15.220 �public andp rivate,j310 C11� QK NO)] vqtbi-n 400 feet of. Of surface water su the proposed system location lies and gravele case Within 250 feet of the acked ublic water su within 156 feet o f rO osed systeem location ' ply the proposed m the;case of rivate water. system locatron in the-case ly`wells Location of all urface waters and wetlands'beyond setbacks located u listed in 31:0 up 100 ft. located within 50 ft,": Cn�'.15 211_and.any catch:baste. Water [310 C11 15 220(4)(1)] lines and,other subsurface utilities locate V 15.220 4 d,j310 C )(m)] (if waterline cross see 3.10 Profile ofsystemsho wing invert elevations of all system : components and the bottom of Stam of desi the`SA:S [310 finer[31'0 C1VJR L5:220 1 CMR1.5.22.0(4)(0)] Sip ofRe Oand 310 gistered Land S CMR 15.220 2 activities urve. r re O] Within 5 ft. Of (required if construction Test Holes ade line):[31.0:C quate ,15.220(3)] {two in each Of ;the unless drenches as pnmary and reserve ` a roved fora Permitted m 3I0 CMR 15.102(2) or Test hole uPgrade under LUA at 310. E adequate o demote Cam'I5.405(1)(1�)] ` F tS 2 L :: [310 trace four feet of suitableterial? �"' CNIR 15:103(4)] Test Holes ade quate to.co [310 C nfitm:ade c MR 15.103 3 quate groundwater s t ( )] . separation?: Menehmark within 50 75 .o f em a specifications st [31.0 CAR 1.5:220 4 15.000 noted?.[various sections of 310 )( )) C System.co P m onents not>36 de ep (unless Local:jJ AP royal or LT7A requested 310 Pgrade [ C� 1405(l(b)] • Sheet l � t - w N/A OK NO't Size:OK?::j310 CMR`15-?23(1)] M Inlet tee located ten inches below4low.line 1310 CMR 15.227:(6)] r. Outlet tee.14" or, 14" + 5"per foot for increase ft depth[310 CMR 15.227(6)] j. Outlet tee with gas baf le:or approved'filter[310 CMR 15.229(4)] Note regarding installation�on.stable compacted base [310 Clva o 1.5.228(.l)] Separation between.inlet and outlet fees..{no less than liquid depth) j310 CMR 15«.227(2)] : Inlet/Outlet elevations at least 12" above high groundwater • (except as deseribed 310 CMR 15.227 orpernutted:for upgrades under LUA[310 CMR'l5.405(1)(k)] _ Minimum cover'9'.' (Tanks buried more than 9"must have risers on aTope,=gs;and on.the d box) [310 CMR 15.2228(1) and 3.10 f CMR-15.232(3)(f)] Three access covers (inlet andoutlet must be20" or greater) middle:access at`least 8`(by 7/07).j310°CMR 15.228(2)] f Access to within 6," of grade - one port for systems<1000gpd; . two for systems>100.0`gpd [3.10 CMR 15.228(2)]` All at- ade covers secured to unauthorized access? [310 CMR 15.228(2)] >-1"0 ft from building foundation j31.0 CMR l`5.21:1(1)]:' Buoyancy calculation Required/Done [31-0 avM 15.221(8)] H=20 Where appropriate? [3 10 CIVIR 15.226(3)]' Setbacks from resources[310 1CMR'15.2111' - . lam` 'fKa•„h4+..:i"�v-dHr +six, '�.',ir.:�7�-1 Mr`�..;n,,��.a�s��7r a-+.aw. s. � 7 3 's' �'% 1.ri'"�.�s�c` �-s 5. 'T �-�� x _: -^� '� ..,,,�.<.�.,.,.. _...x�... .-...,.. xx-.�.,asa...• '�m=m,'as<r, �.�,F..:-�-x�,.:'.-. .��,�.k i,�=�.,.;,c ai-.a,�i...�m`.:.;��:i_,.,. �'�"`;;\� -........:.,z r,,.d Required.when:other than single family dwelling or flow>1000 gpd [310 CMR'15:223(1)(b)] ✓' First compartment 200% daily flow :Second compartment 100% daily flow[3.10 CMR 15.224(2)"and`(3)1 "U"pipe.through or over baffle, outlet of each compartment with gas baffle or.approved�filter[310 CMR 1`5.224(4)] 17 { E t ' f • n sl a' f 1fn, ,s, ♦ ♦ 4 d �' r '' * ♦ }- 3 e a � Y' � Ft :� a � Address. �Sh et>> of 7 . r , i N/A OK. NO . �R.��.{,•fi,��'s,'-� . .� ay.,�.« ��',.. .� ,,,m...+...u...�._ t.N..,..,:s,�".,�.,z.-.�...M,...-.y..Ka �a��"ems,:-.,., „a[ ..,h ";''� �'�c.,..•'.w.�...�.,..t° s,�„� �„as`�.,"..�...4`>��? ''S..Tv Located at least ten feet from'any water line? [310 CMR • 15.222(2)] Disposal piping at least 18"below waterline(when water and sewer cross, see 310 CMR 15..211-(1)[`1])' " Cleanouts required/provided ? [310,CIVIR 15.222(8)] Thrast blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8'/ft)' 0.02 preferable. - [3 l-0 CMR 15.222( ] ` Proper pitch on all runs? (.005 within gravity distributed trenches" , and beds) [310 CM '15.25.1(9) and 310:CMR I5.252(2)(c)J` Siphonproblem/(leachfield below: um chamber) Endca s or vent manifoldspecified? Size:and orientation of discharge-holes:specified?-(not smaller. than3/8"not largerthan 50') [310.!Ova 15.25.1{8)and-310 CMR 15.252(2)(h)J Materials specified (3.10 CMR 15.251(5) specifies various pipe typ :✓ es'allowed) Stable compacted base.:1310 CMR 15.221(2) and 310 CMR 15.23.2(2)(a)J' Splash plate or baffle tee required on inlet/provided?..(when ressure sewerto d-box or ste' itch of avi sewer):[310 CMR 15323(3)(a)J R:iser.:if deeper than:9" [310 CMR 15.232(3)(f)J . Inside minimum dimension 12" j310 CMR 15.232(2)1))] Minimum':sump 6" [310 CMR15.232(3)(e)] - Watertight cover:if<2000gpd);waterproof manhole if>2000gpd- [310 CMR 15.232(3)(d)J i=.; �,y,•e :•,:`" "- .'C. __sirs.Y'�' �{ Sa'- a,,, '��"s.'rtcsr 'r3•"". F ._,y S .fi e+" ...s . . .-,..-.w.A..a„..,:�..aa•rf"_:. .�..»xr .....__i.Y ro;,,-:w�irsln.-...,,.::.;+rF .,,-x gca3-.- .:zv'�.r,;€.. .'4'..:,:,.�.�'.,..,a:-.�.•n;...._ .G_..«.-,...an.,'� m. �s�......... ........:t....,.< :.+ .,_.. .... Capacity'(emergency storage above working=desi�a flow)?'[310 Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight..20-in minium access manhole at least 20 MUST BE TO GRADE [310-CMR 15.231(5)] F Service components accessible(not too•deep with piping) disconnects accessible) . ..Alarm:floats - alarm on•circuit separate from pumps specie ed Exceeds two o units must have two pumps'operating in lead-lag mot�e'"[310 Clla- 1.5:23I(6)and(&) - Stable Compacted Base :Buoyancycalculations e.;ded Pro-\rided. )Iq C1\ Address 5 Cote" Sh et 4 of 7 r - _ 7b N O "`ENT, Calculahons�correct? - 4'feet'of natizrally'occurnng material demonstrated?•[310 C1VIR Re uired':se aration to=groundwater? [310-CNM 15.212.. Aggre e.speciffied as double washed [31:0 CMR 15.247(2)1 System Venting regmred/provided? (system under driveway.or >36"Aee )'[3'l0:CM R:15.24I) Inspection ports specified and:within 3"final grades [310 CMR 15.24.0(13 ] Breakout requirements met?.(No violation of breakout elevation a within 15 ft of SAS unless:barrier) j310 CAR 15:211(1)'[4];.and ✓% Guidance Document] qy z NO NOW. ... Chambers and Gal..m trench configuration supplied with inlet ;M every 20 ft: [310.CIVIR 15.253(6)) ✓.. . Each structure with one`inspection manhole(if>2000 gpd must f be.to grade):[310`CMR:15.253(2)1 ' Aggregate 1'minimum-4'rnaximum [31O CMR 15.253(1)(b))' 2' sidewall credit maximum [310 CAa:15:253(1)(a)] In bed configuration, inlet every.40 s . f- [310`CMR 15.253(� ' ,Width 2'.rnnim um 3'rnaxTmum [31Q,CMR 15251(1)(b)) 100,feet- maximum length [3:10 CMR,.15.251(1)(a)] Minimum separation 2x effective depth:or width whicliever x' greater;(3x ifreserve between trenches) [31O CNlR 251(1)(d)) Situated,along contours [3:10,CMR.15.251' 2 Breakout M [310 CMR I S 21"1(�1)[4] and Guidance Document] minimum 2 distribution lines [310 CIvIR 15252(2)(a)] �/ A2axinum separation between lines 6`.[310 CM R15.252(2)(d)] , IVSaximum.separationbetwem lines and outside ofbed CMR 15.252(2)(e)] Aggregate,depth below discharge pipes 6'.'minimum, 12 , maximum. [310 C1VIR i 5252 Q 11 Separationbetween,beds 10'muiinium.1310 aa 15.252(2)(f)] Bottom area used in calculations:only[310 Cya. 1.5.252(2)(i)j • D Sli,.et of x F . y N/A OK NO Pressure Dosed System ? .Provided,pump and piping calculations as required [310 CMR 15.220(4)(r)] ` Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2):and I/A Remedial Use Approvals] If used in;gravelless system=make sure jet is directed as not to f scour soil interface [Guidance Document] - Inspections once per year(systems<2000 gpd) or quarterly (>2000. d) good to note on plani'[310'CMR 15.254(2)(d)] Construction in fell -Did the plan:specify that the fill shall meet the specification of 310>CMR 15.255(3)? Impervious barrier and/or retaining wall?;[Guidance Document] pimervious barrier instaUation. .mustbe su ervised.b - p Y.. . designer [310'cMR 15.255(2)(b)] :Retaining wall must be designed by Registered Professional Engineer [310 CMR-15.255(2)(a)] Side slope not exceed 3:1 ?.[310 CMR 15.255(2)] . Breakout requirements met? [310 CMR 15.252(2):and Guidance Document] At least 5 fL from impervious barrier to edge of SAS .(10 recommended)`[310 CMR 15.255 0)(e)1` il�# , "_'- � Y � ��E2��Ri�� ..,. ' ..0 ... A��.�.. _�'� -1�k? .'•�F � .rmsuF,.� .�F��'�� .'�-��;.", Check DEP.A proval Getters for credits and design conditions If used with pressure.dosing do not allow pressure discharge: f to scour soil interface . -r"""F' ,.�k cs��,° LL �EYl:ka5,."c .Kb �.4.nns -ws..-i.� um.+ .w N•.e ` _ .. WT'tk v�.'.`�c::' 5-,.m4. 9t k. ._ Was.DEP Approval Letter provided-and/or have yould reviewed the letter for`conditions? Is the technology bein yppg lied and does it meet all DEP` roval,Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement?:* = Any alarms•involved on separate circuits . Did the applicant submit an operation and maintenance " manual? Has applicant submitted a copy of a maintenance •. • ' z,,.�,r.,,••:n:,.,,.—mAk .,.8..�,-�,w.�.R#:. „�'�+k,..�,:.1£. ,.b.,,xr_�,.�..,,�.�.�.-`n.�...C'.,...,�;_x,w--o;dw;�'�«�.,.,..,,.:,,.z. .,.-,..�K_.�:._. .:'.�..,��.`fix ..m-z,. .,.,,.,.�. �'�_ Are the variances listed on the plan? [310 CMR 15.220 ' (4)(q)] RLS Stamp necessary on plan,if a:coinwnent is-within Eve f E' feet'of property line[3:4:CIs 15.412{4}) _• T evj co r_structioa:or,mcreased fo—;T proposed- CIS 15:417] �.:. ?address jL trl ?CaF^ 1. F . _ 4 Sheet�6 of 7. , . " f _ . e .. . ��,�....�I.,I:,�FI.-I...1....I.I I.1I VI.,.:I-II�:I.I�.II-�I,..�I...�I I . ' ,�,,em� s' ,z t i N/A OK NO . 1...�.I.,1.1-,�,-.,I,..I I_.,I I,".,,"l-,,-..�I�,,,.I,.I:.�--�.,I-",,...,�'.,.zI��,-��.�I�-,,,.:I�-I'...,.,,-.1�'�.I-�"::.,..�,-I_1.I,,.,..'�.,.�I',".,,.,..,�,...l�..,.�,��t�-,;,,��,.,�.,I�.�i�.....:,.-.,I,-I:.,1._-:..,��_..,.,;.;..I�,�:.'�.,��,..-:1 C,:,�.-4I..��::.�.,I.,..��,.:.,,,_:.I,%1,.....1 1.:�*zI,..,I,I,."-..,I�,..r.,.,.-,..-.z.:,.,.�:.-�-,k:,,.,.��I-..�,l�,..�..,-I,,_,�.—��,,,1�—w'._�,�-z1,',,�I.-._i..-�,�v,�c.,:l II�.".;m:-I I,,,'.....-,.��--.,.�;t,i::�,�,I,,_-',i.,',..J._��I,I,.,.�1.-,=�'-l,.�,;:I.-I� �:�I-.�,,!-�-11ct.��...::.,�,._lI�'��,,..I,.,.'�"..�,..I.,.�,,,..I�..:�..�.,,-�1.�q.,,.-�,..1.11,.,,1,,d:,, -;.,..-I�',I�:.,�,,w-��..�.�-�I'�I�,�I,.,.i,-.I,I!L,::�.;..-...."-��.,,-""�-,:I..'--,I-.�_1�i.--,.�-I�,,�,:�..�-1�.�,,�4:.:::.�,:.,",,,I I-.,p�.,-�,"�,��I�..I��.�.I Y.��',':.,..-7:,,...1 I.;.,;.."A.I�1��.�I.�.�.1.�...I,�.II�_�.*--I.'_t�,-�,�....!I�.,-,.��..—�,II,1�i�,,.,��...,r....,�,-.,'....-I..-,�...:-.1..;,�.�1...-,.,:.I1.I.:1�.�..'..��,..'-i I,-�_.,:",1.-..'....:.�.�.�I.�,_--I�.,.I,t:..:,,�,�,.,�.,::,',",I�:.1,�.,,�',,��I:�..,I:..:..��..��.,II,d*�I..�I�''�,.t�-,_1l_Ll!`"_I:.�-�1":�:,.�,�:��.,;.�:_I I."'�,l,--.�..�I.1,-,�;�'�....I�,l t�.:,_'II,",_.�--'I,�_...:�I.:,,:,�,14,,7::,-:,L"��I-I;�:.:,.-",I�;,'L.-��-.:,I'.I-�.,�z�:�.,.,-,�.I�."-.f..., :.�'%�:�.�,.�,,�1-..i�.;.1:-:;,.-�,�....,1�,.?�..�-.,,,,,1-�.,.:I.....;1..II�,1�—.,.l:,.1.��,,-�.':II�,,,�"`-I,��.,_4'�.,2�..�.:..,.,.,'.�..,_,�,T"�.,-,..:�.:�I�I,,I r�..�...,�-I.-,-I.."P..I,-,.-�,I,.:�,-Ie��.,,I..1...�,I,.��.,.,!.,,�,,r,_...�:..-:I I:I_....,;-�l I,,��.,.��-..,*--.,.�,—_. ,I,,�.��,.Ji'%,,�.��Y-..�I.�,-.�-�.,,,.��i',�'',.�..�-,�..�,.-.:I��,��r_I--�I"�:I,�"�,,,,.,_-I I.-F--.-';.1...:.�I1-,_�1.I.":,-.%.I I��:�.-�....-,,".....f.I.�r.�.,.:.,.,�,,-.-�,.I�:.�`%.�I�",-�:.:�:�:,,":":--I.,..,,.,,...�',,�:,�.7.,.".,l;*,�.��,,k�..I.-.;.�.4.iF�..".,.!",I 7��,,I-.,1.�.:I.".,,�-*,I....,i:'".-'":�.-Io,,,,,,�.�_,.�,,,I_-z.-,_-,.-:!,�-i�,.:.�..� �..':�,,".,,�,,1��-,.:I.��1.I.--,�.:.;.'.:1II�;,�,,-:.I.1I,%.,.p,"5_,1'.-�!�.-..'.1 II,I�-:'�,I.1-�,4I'.,,.,�:,,..-_�,.�:�'.,i-TWt,�,,,7I�.I.I,.:,1.;l�I,I�..-.,1%.'��,,",.,�.�-l....--:.�".,I��-'If��;�'I.�.:.:.�.-��.�:.I.r.e�.,,I-i I.I,.i�I'.,,�1..:.�.z..�_...,-l.,...,�'�,,I��,��".,,,�..I.II.�.�..:_��,,...;,,,.,�I�:�,,-,-",.t:i..-,I.:"�"l.I�:.,f"�"i.�,,-'.�:,,I..��*-.:,��r.�.�1:�� ..�_�z�,.:..:�:,.��_,4�"I.-,-11,'�;*-__.,,i'�,I..,, .4..,.._I,..��.,�,,:.,.i,.��..:AI..�".�.�.,--,.�I-I I;-�I� .�.,:.w,-..�. .....,=e. s its:,«-� W'' i' iea�. .a3: wA x'a.v.�:?, I a-„�,.FS;•.a' �M'�S."M"�.. jam:= '-'L�is� ,x� Is the system m a Designated Nitrogen Sense We Area(Zone II for: a ubhc su 1 well)? 310 CAa 15.214,`310 CIVlR�1.5 215:and :. I i .I 15 216_=also.:refer o Policy regarding•up�ades of_such existing systems] - Is.the system.proposed on the ame lot as served;by private well [310 MR 15.214(2)] -. Are the nitrogen=loads proposed incompliance? [310 CMR - k 216 1- )� R -=r 4 y a . .,Naa2�i+a��.C 'ey�d�i�.�h:A � E � L^itW`•Li,"12u'�Yw^ p1 �y_ . .- ' +ASS;*_EYsetnS �,!,��m°'`'u' ary,.' 'o'"u�` Y�t$F',.a��•.M1�. - .,,,` `- ;,''-«;r. > � - Pum mg to trc:tank ? [310 CMR 15.229] k Shared'System,[310-CMR'1529'0)'- <. -., .. .: .. s... 4 t,. . n .,.- - '.f. -.' .. . - -_ t .-„. ,_ -... ." ,r.. :. t .I _ t :- . ,. . .:,t :. ..-. i. r... 3 •.. '1 .. . y•r' Y " . .., - :J' = { r. i' . : 't., . k * p« ' ,. S .:. ::'.. i... -, .: L 4 - ..=:. _ .: - < , 1 4 . t ',� 7 < rF _ , - I . a ,_.' I.�...I.�.,_.,_%�.�q I...I.I,�.,,`1 I. ', .,, - ..r , l .. . .. - .-. ,... - ��.,��l��-�I�,...,I , .. .. .. - ...,.,.- .. .. .- <,.. :-: - 1, a {: ,,, - S. I. ..�- t - _ - - 3.; .. ,S, 1,1 :, ;'': ,:` y. i -r .1 « 3 7.' t; 1' -' rACIQt e55 �1.: 1 a s Sn�eL-7 O T 7. t r + x ° f ' r7' Mb Its TOWN OF BBARNSTABLE _> LOCATION gZ sQr� G'J�I`r`"` SEWAGE # VILLAGE �YS 'r4/� "�rS ASSESSOR'S MAP& LOT 073Q®i6 INSTALLER'S NAME&PHONE NO. hel"?14�2 oyl�sr" 771-9� 9 SEPTIC TANK CAPACITY a o00 �a l/o r► LEACHING FACILITY: (types �0 f-e I.cy;mi 2 e rs (size) 74,X IC 1[.2 NO.OF BEDROOMS ✓� BUILDER OR OWNER PERMTTDATE: 3/2 fr/f7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet_ Private'Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) ` Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by L.54e a � 00 2/9 , 3 -6L:5 3 /-7/ ZZ TOWN OF BARNSTABLE _ LOCATION �� SQr' G'frl�/W SEWAGE # f'7-l61 VILLAGE e A l 1AQh1VX$ ASSESSOR'S MAP &LOT D73 c��d INSTALLER'S NAME&PHONE NO. ,gd ,224e CoO�,7- 771-3�3' h� SEPTIC TANK CAPACITY a 000 co LEACHING FACILITY: (typeso e+j l 4- e_ h,+X;✓K t ze r-s (size)- NO.OF BEDROOMS Jr BUILDER OR OWNER ®I�SD PERMPTDATE: 3h4 f7 COMPLIANCE DATE: sj`' ' 59/ 2 Separation Distance Between the: . Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by w � v ®r-., - ti T1 v w V® � TOWN OF BARNSTABLE LOCATION66 5 ?2lNr *0 SEWAGE #�7�/ VILIL.AGEOg7 o73 . O�r'0� A/S�SESSO��RSMAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY I P O I10✓ (;�A7ft-C LEACHING FACILITY:(type) (size) NO. OF BEDROOMS l PRIVATE WELL O :PUBLIC W TE BUILDER OR OWNER DATE PERMIT ISSUED: 17 DATE COMPLIANCE ISSUED: 3•Z ' VARIANCE GRANTED: Yes No r t t w it - - _ - - t � ` �-' c � � � s � , � ._ � � 1 � ', � � II �J � � y' � � � � l ,-. x . � No. — y Fee r,- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: J Yes Y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprtcation for Migpogar *pgtem Congtruction permit Application for a Permit to Construct( )Repair(Y)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.`#$'l. S AW MI Pon rr Owner's Name,Address and Tel.No. Oy sYtv— 4AeB o2S pau6,e J E Am og—vs o Assessor's Map/Parcel �/ (p'L �2oAb oAA-S `i'i2M L MAP 73 r C L- k to otJS YU t� TX 11-1 0 S(o Installer's Name,Add,re�ss�, `d Tel.Nonn Designer's Name,Address and Tel.No. �j.0 t) T7"L W `I3AxIz�'L Oa� lac .qM AA A_1Q 17T' Type of Building: Dwelling No.of Bedrooms Lot Size `0 4-1 �sc}.€E Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow SSD gallons per day. Calculated daily flow S50 gallons. Plan Date A , 10 , l g et& Number of sheets 1 Revision Date MAz +1 29,MR-1 Title S ATE FLAi4 w lAq> iN 'BA►_0iPBtz cvysree-kaeiB .. Fe-QiiwE Amaaoso 5c+tc- I"-_Zor Size of Septic Tank 1-000 GAL- Type of S.A.S. 12 60L Tee- 330 10 $M ld)C18' Description of Soil C"bn SX01 Lokw �I)I a;'-IZ LOAAA �A_b($ �(•CE�ivw-- S 64WW_ C e , ' j'A — CQ" �►t)w� S F1rN� �2 Nature of Repairs or Alterations(Answer when applicable) &A uDew i- PLL_ is<i5T1►jt sePrle Sass , ICJ 9MI- MQ G :W - AM6 41X74e-Y-►d& M2ie-S4 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 Compliance the Environmental Code and not to place the system in operation until a Certifi- cate of Comp has been issued b t— G—thrr-of al Signed r>y _ Date vti e -3 5 Application Approved by �1 , �t�u.�."_�.,r_ Date .3 7 Application Disapproved fort follow g reasons Permit No. - I Date Issued ' r_ No. -- r Fee l eoo ti , _ v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Digonl *p6tem Conelructiou-Permit Application for a Permit to Construct( )Repair(x)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 482 S AN rz POI WT Owner's Name,Address and Tel.No. oy s -.2. 4 A e.z arts FUGEN E Ann o2-vS O Assessor's Map/Parcel (p'L-'$2oAD OAKS 'rZA 1 L. MAP 1)3 Pat- 16 Ooos ry►.t TX 71 o S& `I Installer's Name,Address,pd Tel.Now� Designer's Name,Address and Tel.No. 01� M A.IN `►T Type of Building: t Q-� A f P Dwelling No.of Bedrooms 5 Lot Size y Garbage Grinder( ✓) Other Type of Building No. of Persons Showers( ) Cafeteria( ) t. Other Fixtures Design Flow S$C7 gallons per day. Calculated daily flow SSO gallons. Plan Date Au(, I o l qa to Number of sheets 1 Revision Date Ma?.aj{ 28,telq'7 Title 5tTE'1'1.a14 bF LA iN BA944i At3CZ CaysrS gA W4)Ma- Fee,4i&ur~ Amoaoso sca&C Size of Septic Tank 20Da Coat.. Type.of S:A.S. 12 CuL TtF4 S30 10 FED Description of Soil v' � SA4,) LOX ('A a,l-1 1-4 A,,A Sau��B ��-1" ^.(rrj t v w.. SA1y�a l�ruwt t.. C' 26' - !g'i W)vW-, SANS ter. A ',Natur-e of Repairs or Alterations(Answer when applicable)' F1F3AuD01J !- FIL.t, =X 15T'Ii�L SEPTIG IIJ'itaU, 0SW SGMC. 1' 00- Mk, I-aAaYW& Ar2S4 -t ^}, Date last inspected: r Agreement: t The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this-Board of S alt . gned� C�-� . �—_ 7 ....d Date �. .,c- 3 -� Application Approved'by Date .3- 7 Application Disapproved fort follows g reasons .� Permit No. �� Date Issued ' a THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS yM Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(� Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the f r Disposal System Construction Permit No. - dated Installer Designer The issuance of this permit shallnot be construed as a guarantee that the system will function as designed. Date (�_3 - / Inspector ———————————————————————————————--r — No. 7_ J Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1wi6pont *pgtem Construction Permit Permission is hereby.granted to Construct( )Repair( )U grade( Abandon( ) "'''System located at 1 and as described in the above Application.for Disposal,System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: � '-� ` � Approved by r i COMMONWEALTH OF NLgSSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS " DEPARTMEINT OF ENVIRONMENTAL PROTECTION. 73 TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL-SYSTEM FORM PART A CERTIFICATION Property Address: � 6LYL Owner's Name: " Owner's Address: Date of Inspection: _ RECEIVED Name of Inspector• (please rint) 'j f J/ (A'�� Compa"ny Name Mailing Address: y APR .0.1 2004 Telephone Number:. "� TOWN A BARNPTT.. ABLE HEALTH DEP CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuan7toSe on 15.340 of Title 5(310 CMR 15.000). The system: es Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails a .,/ Inspector's Si nature. 1-�34 It)'I g Date. The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DER The original should be sent to the system owner and copies sent to the buyer, if applicable, and the.approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A �} CERTIFICATION (continued) Property Address: Owner• Date of Inspe tion: Inspection.Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist:Any.failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes;. 'One or more system components as described in the"Conditional Pass"section need to be replaced.or repaired: The system,upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old* or the septic tank.(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfil.tration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a.complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in thddistribution box due'6 broken or obstructed.pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system.required pumping more than'4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health):. broken pipe(s)are replaced obstruction is removed ND explain. 2 Page 3 of 1'1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ,PART.rA CERTIFICATION(continued) . Property Address: �f�/Yly9f/k� (JGeC3" 7° Owner: ' Date of Insp tion: C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. .... R.: 1, 1. System will pass unless Board of Health determines in accordance with 310.CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a' surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100,feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A,copy of the analysis must be attached to this form. 3. Other: 3 y { Page 4 of I l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY.ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A. CERTIFI.CATI ON.(continued) eProperty Address: Owner: Date of Inspe ion: o'er G/ D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to.each of the following for all inspections: Yes No _✓Backup of sewage into.facility or system component due to overloaded or clogged SAS or cesspool /Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool —� Static liquid level in the distribution.box above outlet invert due to an overloaded or clogged SAS or cesspool i ✓Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/z day flow ,Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped i/Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy.is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. . _✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. t/Any portion of a cesspool or.privyis less than 100 feet but.greater than 50 feet from.aprivate water supply well-with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a.DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is.free from pollution from that facility and the presence.of ammonia nitrogen and nitrate nitrogen.is equal to or less than 5 ppm,provided that no other failure criteria. are triggered.A copy of the analysis must be attached to this form.] (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as desc ibed in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a.large.system the system,must serve a facility with a'design flow of 10,000 gpd to.15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive.area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304..The system owner should contact the appropriate regional office of the Department. 4 Page 5 of l 1 OFFICIAL INSPECTION FORM'—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r PART:.i CHECIMST .. Property Address: RoLQ Owner: Date of Insp ion: Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes N Pumping,information.was provided by the owner, occupant, or Board of Health _Were.any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period ? Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note.as N/A) C,-'- Was the facility or dwelling inspected for signs of'sewage'back up Was the site-inspected for signs of break out Were all system components,excluding the SAS,.located on site? _ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition o/f he baffles or tees,material of construction, dimensions, depth of liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner).provided with information on the proper maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no Existing information. For example,a plan.at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 ` f Page 6 of 11 OFFICIAL INSPECTION,FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACESEWAGE SI;WA CI; iDISPOSAL SYSTEM INSPECTION.FORM PART C SYSTEM•INFOR MATION Property Address: A Owner: Date of Inspe ion: co LOW CONDITIONS RESIDENTIAL Number of bedrooms(design):- Number of bedrooms(actual): DESIGN flow based on 310 QMR 15.203 (for example: 11.0 gpd x#of bedrooms):5 6o Number of current residents: Does residence.have.a garbage grinder(yes or no): - -. �_ - r s, Is laundry on a separate sewage system(yes or no): 'f if yes separate inspection required] Laundry system inspected(yes or no): (� Seasonal use:(yes or no): Water meter readings; if av,4lable (last 2 years usage(gpd)):01_-) / ' 0"3 • �/�pC�� Sump pump(yes or no),. Last date of occupancy: ? ` ✓2t ®{<Y/fU° COMMERCIAL/INDUSTRIAL. T Type of establishment: Design flow(based on 310 CMR.15.203): gpd Basis of design-flow(seats//persons/sgft,etc'): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):— Non-sanitary waste discharged to the Title 5 system(yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records / �` Source of information: /Cb Was system pumped as part of the insp ction&s or no If es_volume pumped: ., .all +' - yes,. p P gallons--;How was pumped determined. Reason*for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy —Shared system.(yes or no)(if yes, attach previous inspection records, if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy'of the DEF approval —Other(describe): r . AlaDroxiffike age of all components, date installed(if nown) d sou ce f information: Were.sewage odors detected when arriving at the site ryes or no): 6 Page 7 of 1 l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORi'VI PART C SYSTEM INFORMATION(continued) Property Address: A Owner: , Date of Insp ion: BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron _40 PVC_other(explain)` Distance from private water supply well or suction line: Comments(on condition of joints,venting, evidence of leakage, etc.): SEPTIC TANK: ✓(locate on site plan) 0�.a// Depth below grade:O UU� (p" Material of construction:�crete_metal—fiberglass.__polyethylene —other(explain) ' If tank is metal list age:__ Is acre confirmed_by a Certificate of Compliance-(yes or no):_(attach'a copy of certificate) v Dimensions: h.5 ` X w` >C5� Sludge depth: /, v -. Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness �, Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tep or baffle'.How were dimensions determined: � Q Comments(on pumping recommejfdations,linlet and outlet tee or baffle condition, structural integrity,liquid levels s related to outlet invert, evidence of leakage, tc.): - ,r "-7. , .GREASE TRAP• ocate on.site plan) `�1'H P ) U Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet.,tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert, evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY O UI4TARY ASSESSMENTS , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.INFORMATION(continued) Property Address: C A Owner Date of InsP tion: Q TIGHT or HOLDING TANK({tank must be pumped at time of inspection)(locate.on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions' Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX: (if present must be opened)(locate on site plan) Depth of liquid level above outlet,invert:��ioutl�ts Comments(note if box is level and distribqual,any evidence of solids carryover,any evidence of leakage into or out of box etc.): . A r 9., PUMP CHAMBER: (locate on site plan) Pumps in working order(_yes or no): Alarms in working order(yes or no): Comments(note.condition of pump chamber, condition of pumps and appurtenances,etc.): 8 I� Page 9 of 1 1 OFFICIAL INSPECTION NORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM F_. PART•C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspe mon: let SOIL ABSORPTION SYSTEM (SAS):_,,�cate on site plan, excavation not required) If SAS not located explain why: Type leaching pits,number:_ 1 aching chambers,number: aching galleries, number: leaching trenches,number, length: leaching fields,number, dimensions: overflow cesspool;number: innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil; condition of vegetation. etc. '-MJ,fj Oke, Zofipji� To 1�10 V I&L) CESSPOOLS(cesspool must be pumped as part of inspection)(]ocate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure,_level of ponding, condition of vegetation,etc.): PRIVY (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 ` OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART.0 SYSTEM INFORMATION(continued) Property Address:. ( ¢ Owner: Date of Insp tion: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. O o - O o L O 10 \� 10 1 Page I I of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: &A.PA-0 Date of Inspe ion:1&4ZI9� —ffj9 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 'feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,.date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: kcked with local excavators, installers-(attach documentation) Accessed USGS database=explain: u must describe how you established the hig, ground water elevation: - c5' li Permit Number: Date: Completed by: H!GH GROUNL-1N?`.TER LEVEL COMPUTATION �� c� ? Lot No. Site Location: Owner: Y� 1� Address: Contractor: kc /'� � �� Address: ✓ � � -�` — Notes: STEP 1 Measure depth to water table .Date. to nearest 1/10 ft. ............................................................................. month/day/year i STEP 2 Using Water-Level Range Zone and Index Well'Map locate i site and determine: y OA Appropriate index well..............................�°��'.` ...... . j © Water-level range zone ..................................................... I monthly STEP 3 Using rto y report "Current Water Resources Conditions determine current depth tc 513 water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 213) determine water-level adjustment ........................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water 1325 level at sita (STEP 1.) i, L Figure 13.--Reproducible computation form. 95 .: . ___._.. �, .��. ��_�.:- �� .Y: ` .G i� c c��„� £� __ � } •-- - � � � € . � _ A ��—�--Y� a # � � 1 �. � I 3� � .. �,� a � `� S .� �. s� � � a- � . """.,s t ff �j. � �{ �; . �} � � yYy} ' � �(1 �� L{{'� - - d a --x�---F '� } � ' S '�.-ice. �. CCU - � � � .� � �- \ } • � �' (� p (� 1�m S `' i - � ` f ��, - - Y - z �� . � � b • t . _ ;.�f 3 .j i 3 : COMMONWEALTH OF KksSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION . io�� s ems.• - ��.. 'O7�'� : t MAP PARCEL ® I LOT TITLE 5 _ OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: e ( / Owner's Name: Owner's Address: f�E13 RID- RECE Date of Inspection: ,q.(y Name of Inspector lease print) d- MAR 2 9 2004 Company Name: Mailing Address: Telephone`Number: �1;0&- CERTIFICATION STATEMENT - I certify that I Have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in tine proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant t Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority ?1� Fails f` Inspector's Signature: —� Date: Q The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10.000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments . ... . _ �.... ... ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL. SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Owner: Al Date of Insp ction: Inspection.Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 1.5.303 or in 310.CMR 15.304 ekist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes:. One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health,Will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old" or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: _Observation,o f sewage,backup or break-out or-high static water-level-irr the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with. approval of Board of Health): - - f broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health):. broken pipe(s)are replaced obstruction is removed ND explain: 2 1 Page 3 of 1l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: .� le Owner: Date of In ection: C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the'Board of Health in order to determine if the system . is failing to.protect public health, safety or the environment. I. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in a,manner that protects the public health, safety and-environment: _ The system has.a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone l of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance y "This„system passes Jf,the.well-water analysis.performed rava.DEP certified;laboratory,.for eolifo*m bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,.provided that no other failure criteria are triggered. A,copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL.INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A _ CERTIFICATION(continued) Property Address: RJY. Owner: Date of Inspection: Cal D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No/ Vl Backup of sewase into facility or system component due to overloaded or clogged SAS or cesspool ✓✓✓ Discharge or ponding of effluent to the,surface of the ground or surface waters due to an overloaded or / clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded,or clogged SAS or / cesspool Liquid depth in cesspool is less than 6" below invert or available volume is less than %2 day flow V Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped V Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary:to a surface f water supply. _ V Any portion of a cesspool or privy is within a Zone 1. of a public well. _ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ Any portion of a cesspool or privy is less than 100 feet but greater than.50 feet from a private water supply well-with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a.DEP certified.laboratory, for coliform bacteria and volatile organic compounds indicates that the well is_free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen.is equal to.or less than 5 ppm, provided that no other failure criteria /0 are triggered.A copy of the analysis must be attached to this form.] �/ (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a_large'system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply _ — the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat.under Section E or failed under Section D shall upgrade the system in accordance'with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department.' 4 Page 5 of 11- OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: a `( Z✓ /� Owner LQ ' Date of Ins ection: Check if the following have been done.You must indicate"yes"or"no"as to each of the followin,-: Yes.,—o Pumping.information was provided by the owner,occupant, or Board of Health _ Were.any of the system components pumped out in the previous two weeks Has the system received normal flows in the previous two week period? _ Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) _ Was the facility or dwelling inspected for signs of sewage backup ✓_ Was the site inspected for signs of break out? c/"_ Were all system components,excluding the SAS, located on site Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of constriction, dimensions,depth of liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems ? The size and location of the Soil been stem' SAS Absorption S on the site has t P Y ( ) b n determined based on: Yes no ✓/ Existing information.For example, a plan.at the Board of Health. _✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] Page 6 of 1 l OFFICIAL•INSPECTION'FORM-NOT FOR YOLIINTA'Y ASSESSMENTS SUI3SURFACI SEWAGE DISPOSAL SYSTEM INSPETION.FORM PANT C SYSTEM INFORMATION Property Address: Zd Owner Date of Inspection: LOW CONDITIONS RESIDENTIAL , Number of bedrooms(design)6 Number of bedrooms(actual):. DESIGN flow based on 310 1R 15.203 or example: 11:0 gpd x#of bedrooms):Est Number of current residents: Does residence have.a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no) [if yes separate'inspection required] Laundry system inspecte y s or no): Seasonal use: (yes or no): Water meter readings, if a ilable (last 2 years usage(gpd)):02-- �`Ile'."no Sump pump(yes or no,: Last date of occupancy� �L COMMERCIAL✓INDUSTRIAL./)C@' Type of establishment: Design flow(based on 310 CM11.15.203):. gpd Basis of design flow('seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as part of the inspe tion(H or no): If yes,volume pumped: gallons---How.was quantity pumped determined? - T Reason'for pumping: TTYP OF SYSTEM _ eptic tank, distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy Shared system(yes or no)(if yes, attach previous inspection records,if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy'of the DEP.approval —Other'(describe): Approximate age of all components,date installed(if known a source of information-7 - Were sewage odors detected when arriving at the site(yes or nov 6 Page 7 of I 1 ` OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: ) ( Uz� , Owner: Date of Ins ection: C� BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron _40 PVC other(explain): Distance from private water supply well or suction liner r' Comments(on condition of joints,venting; evidence of leakage, etc.): SEPTIC TANK:_(locate on site plan) Depth below wade: (D / Material of construction: ,-concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or,no):_(attach a,copy of certificate) Dimensions: Q,S'kCo"X S Sludge depth. i(2.1 >J Distance from top of sludge to bottom of outlet tee or baffle: Z Scum thickness: Distance from to of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle' How were dimensions deter-minedPdal Comments(on pumping recommenlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): , G2 - GREASE TRA54�P9-(locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM—.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: '�z Date of Inspection: 7 TIGHT or HOLDING TANK (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: sallons/day Alarm present(yes or no): y Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX:V if resent must be o ened locate on i( p p )( site plan). Depth of liquid level above outlet invert: Comments (note if box is level and distribution to.outle^ a uay. q y evidence of solids carryover, any evidence of kage into o or out of box etc.) PUMP CHAMBER,/y Tlocate on site plan) Pumps in working order(yes or no):. Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances;'etc:)` 8 Page 9 of 1 l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGEDISPOSAL SYSTEM INSPECTION FORM PART.0 SYSTEM INFORMATION(continued) Property Address: &AdkC ' Owner• ' Date of In pection: SOIL ABSORPTION SYSTEM(SAS):_Ie (locate on site plan, excavation not required) If SAS not located explain why: Type leaching pits,number:_ 1 aching chambers,number: aching galleries, number: leaching trenches, number, length: leaching fields,number, dimensions: overflow cesspool, number: innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil;condition of vegetation; etc. f CESSPOOLS://M(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids laver: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater'inflow-(yes,or no): . Comments(note condition of soil, signs of hydraulic failure,-level.of ponding, condition of vegetation,etc): PRIVY(Locate.on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.): 9 Page 10 of I l OFFICIAL INSPECTION FORM—:NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL, SYSTEM INSPECTION.FORM PART C SYSTEM INFORMATION(continued) Property Address: �Z;a Way � Q Owner: Date of Inspection: 00V SKETCH OF SEWAGE DISPOSAL.SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks..Locate all wells within 100 feet. Locate where public water supply enters the building. I o 0 /v 7 / n 10 Page l 1 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of In pection: SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater feet . Please indicate(check)all methods used to determine the high ground water elevation: . Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database=explain: . You must describe how you established the high ground water elevation- 11 Permit Number: — Date: _ Completed by: �� NIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. Aiff ata 5/� Address: Owner: Contractor:_®� /� Address: ✓� W Notes: STEP 1 Measure depth to water table f_56 ............................................................. .Date �l©y to nearest 1 t 1(l ft. ................. month/day/year STEP 2 Using Water-Level Range Zone and Index Well'Map locate site and determine: OAppropriate index well..............:........ OWater-level range zone .......:............................................. STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to O-� 513 I water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 213) ! 7 determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water. L 3 levelat site(STEP 1) ............... .............................................................................. Figure 13.--Reproducible computation form. 15 s 44 i c - 9 3 �t 9 �N i t p Z:\2013\I3-22 Sand Pant Master Plan\I3-22 Drawings\Lobster Trap\Lobster Trap Renovations v4 Rotated plan.aec 0001 D C n 'r o0 o- o o mo . 4 ---------------------------- - --- I al mcimom I I I I I I I �\I oymo�mE I I I I I I I i wl <zm�u 1 1 I I I I I a 91 oc_ o I I I I I I 1 m I t l I I 1 1 1 A - - ---J ------i r------i r-------i Q� , iJ Irl I I o I I I ICI I I I z ';I 1 CZ): 1 1 \I 2 1 ____ __� _______Ic_- _-_ __ ___ J\ }CI I AI I I I I I; J, 1 I I IZ I I I I oii I I IZI z -D I oy xo I ICI I I 1 7 i� 71) S c� ° E� �at--.----__ — ---_--__ _ = pmimDz 1 I I I 11 o ! o=�=me i ofNJ ------- \ CLOSET / m / DD Ir f im t m n� oA �Zm Z °z ompOF / z ! M 70 ox mom >T�a = 7[I 00 ;; In ----------------- D T� n mCo m D E D 1 A a 7 cl.oseT \ // D �x Z E x i n_ m of O eT <O / _A 3 ox o° J " �— MIRROR 091E \\\` ? 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They are therefore subject to undetectable RENOVATIONS T O Q a < ; alteration or erasure,either intentional or unintentional 1� ��y.�� ® ; due to,among other caused:transmission,conversion, Sakonstall $ 0 o media degradation,software error,or human r o alteration.Accordingly,Saltonstoll Architects shall not LOBSTER TRAP' ■ 0 o E be held liable for any claims,losses.damages.or ■ costs or out of any such alteration or 3aa worohom street Marian.MA 0273e unauthorized reuse or modification of these OSTERVILLE, MA v soa-2<e-to<3 a soe-roe-z33o Z m CADD documents. ..smimstalamnuKt>aam Z:\2013\13-22 Sand Pant Master Plan\13-22 Drawings\Lobster Trap\Lobster Trap Renovations v9 Rotated plan.aec z-r 2c•-<• i� Q n 7Z IT-5 1/2• s+ 71) �7rn ❑ M3 0 D o ❑ N o rn 070 70 -n / II N / Cn II rn rn n c W L/� I 0 Qo 3 MN I m E ❑ � >o ❑ � El El _ rn o CU a ❑ Z 3 N E p 10 U 70 o x 1 ! 3 I � 70 D 20 0 rn ❑ l __ ❑❑\ - ❑� x E 00 le-1 3- 8 n 7U D A m � O a rn o � N o rn - 0 z 0 0 o 0 A r D z y a m m A m o ©2074 Soltonstall Architects. These drawings are SAND POINT MASTER PLAN m m > < < < < -D These i copyright pro ected. e GADD documents are 'p 89 z z m zF In In In y m recorded on,or con be transmitted as,electronic 9 0 0 () m °z zz z z media.They ore therefore subject to undetectable RENOVATIONS T O Z 9 m :5 alteration Or erasure,either intentional or unintentional c' ��{,p.�� Z O due to,among other caused:transmission,conversion, `' ltonstall Ad tads ds MEL t) media degradation,software or,'or human I I m m o alteration, errAccordingly.So Architects shall not LOBSTER TRAP O o E m be held liable for any claims,losses,damages,or O E COet9 arising out of any 9UCh alteration Or 3e0 WarMom SVttt Mahon,MA 02735 N unauthorized reuse or modification of these OSTERVILLE, MA p s06-7—43 t so��aa}233o m CADD documents. �'.satmstawwtrctarom Z:\2013\I3-22 Sand Pant Master Plan\13-22 Drawings\Lobster Trap\Lobster Trap Renovations v9 Rotated plan.aec m n D z n n D E N D n m u 1 I I I o ' 1 r x m_ x a m y ❑ m �` l 3 j m \ i I / I I I I Fop c II II m 70 I on m I I I i I I I I I I I i I I I I l l l I I I I I I I I I I I I I I I I I i I I I I i I I 1 I i v kn u I mmr-II - o C,D D � m _ N N 6 I I 113 O � 1 I � I D A m � III p In m I N o m , n 0 Z 0 -n Q Q A U D z N ]1 ]I 9 .m 9 ©20ig Saltonstall Architects. These drawings are SAND POINT MASTER PLAN m m F < < < < -Di copyright protected. These CADD documents are 71 Z z m z ul In N ,n corded on,or can be transmitted as,electronic c v o o fl m z z zz z media.They are therefore subject to undetectable RENOVATIONS T O w��_ C n < alteration or erasure,either intentional or unintentional f'1u 5 r due to,among other caused:transmission,conversion, D 3 0 media degradation,software error,or human Saltonstall z o n o alterati nn..Accordingly,Saltonstall Architects shall not LOBSTER TRAP' ■ (A o E x be held liable for any claims.losses,damages,or MS arising out of any such alteration or MO wara,ma Street Marion,MA 0273 ® Z O w v unauthorized re-use or modification of these OSTERVILLE, MA- P 5aa-'°e-'°°' '. < CADD documents. ....:mme°tmmcnue°tseom 4' F . PATRI,�:K AHEARN. -;,AapxTihm - 160C culthA NW SSDaI S II LT -17W 5RNt '0 MA 02L16',c. .1;deo m.MA 02539 •P 61]2661711 P 505939.9112 -F m 26622]b,. ;,_ _ T 506,9J9.9312; _ POST AND RAIL FENCE pat.rlpkahGain TO BE REMOVED IN THIS AREA \ STONE BENCH FOR FIRE PR Fish Residence PAVING REDUCED HERE 0 e =gym —'� Point Os rva tle,Massachuetts \ 4'-0"HIGH INFINITY —_ EDGE AT TROUGH v/ GEeNEMLCONTIRACTOR SHALL MAKE ALL -- _____ -/v0 --- '—'- --- _ 0 O SUO-CONTRACTORS AND SUPPLIERS AWARE OF -- PLANTING BED THE REQUIREMENTS OF THESE NOTES. TRENCH OR OUTSIDE ALL WORK SHALL DE PERFORMED IN 4'-0"WALL POOL FENCE COMPLIANCE WITH ALL APPUCAOLL LOCAL, DRAINS OUTSIDE TROUGH ON 4'-D"HIGH WALL STATE AND NATIONAL BUILDING.LIFE SAFETY, EXISTING CONDENSER ELECTRICAL AND PLUMBING CODES. TO BE RELOCATED GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS NECESSARY FOR \ _ CONTRAC DOCUMENTS O WORK TFIROUGFIOUTTFIE EO-0" DOMRAL ONOCU OR. GENERAL CONTRACTOR SHALL LAYOUT IN THE /\ TERMINATING _ FIEI-0THE ENTIRE WORK TORE PERFORMEDTO TERMINATING AT 2%12 CONSTRUCFINGANYPART,AND SHALLVERIFY \i ❑EJECT VERIFY DIMENSIONAL RELATIONSHIPSBFFORE 7 ❑ GRANITE GATE ALL EXISTINGCONDET DNS AND LOCATIONS 2 4DECK JETS ❑� GETS STONE BEFORE PROCEEDING WITH WORK. 51 O❑ STOOP FORTGENERAL COO-ORDINATCONTRACTION OF DIMENSIONR SMALL BE AL p QO 4'-O"DC REQUIREMENTS BETWEEN THE WORK OF 2 - - ❑� LAWN O�q - REQUIRED TRADES/SUB-CONFMCTORS - O❑ OO ANY DISCREPANCIES FOUND IN THE PLANS, DIMENSIONS.EXISTING CONDITIONS OR ANY R. APPARENTOOOO PLANTING BED SPECIFI ATIONOF A ERROR PR000Ct MATERIAL OR OMETHOD OF ASSEMBLY IS TO BE BROUGHT TO OO THE ATTENTION OF THE GENERAL CONTRACTOR IMMEDIATELY. O REGARDLESS OF WHETHER OR NOT AN ITEM IS - SHOWN OR SPECIFIED,THE GENERAL CONTRACTOR SHALL PROVIDE SAID ITEM If IT IS LAWN POOL FENCE NECESSARY FOR THE PROPER INSTALLATION OR FUNCTION OF AN ITEM SHOWN OR SPECIFIED. HIDDEN IN SUPPLIERS AND SLIBCONTMCIORS SHALL • IOU ICKS OTD IN PLANTING BED INFORMTHE GENEMLCOACTORSSHOF ALL THEIR REQUIREMENTS FORTTE WORK OF OTHER TRADES.WHICH MAY NOTBE INDICATED,PRIOR SS p O TO SUBMITTAL OF FINAL BID FOR WORK. - \ ---- J DRAWINGS SHALL NOT SI=.DSCALED FOR DIMENSIONSAND/ORSEES. ASCALE MAY HAVE BEEN REPRODUCED ATA SCALE DIFFERENT TiAN ORIGINALLY pRAIVN. O�OO 0. Drawing Copyright: 12 X12 GRANITE I PATRICK AHEARN ARCHITECT LLC,AND PATRICK GATEPOSTS AHEARN FAIA,EXPRESSLY RESERVE THE COMMON LAW,COPY RIGHTS AND OTHER PROPERTY RIGHTS IN T{ESE DRAWINGS.THESE m �� - DRAWINGS ARE THE PROPERTY OF PATRICK (�"�y'.{2 u%'� AHEARN ARCHITECT LLC,AND PATRICK AHEARN �� 4 �;L FSYh :a:nzr [(. - FAIA.AND SHALL NOT BE REPRODUCED IN ANY WALL LIGHTS TO ANY THIRD PARTY WTRIOUT FIRST Z - MANNER NOR SHALL THEY BE ASSIGNED FOR USE ❑Q= 5'-B"STONE _ PERMISSNGTHEION Or J(RICKAHMRNARCHITGCT O POSTS 4'-0"WALL OBTAINING THE E%PRFSSED WRfI-TEN 3'-0'PICKET FENCE A.5 2 P LLr AND PATRICK AHEnRN FA W ❑O ON 4'-0"RETAINING WALL �❑ 2 PO 6'OL FENCE A6 NEW CONDENSER LOCATION HIDDEN IN -0"DEEP O❑ 3'-0"PICKET FENCE PLANTING BED Drawing Title: le: EXISTING PAVERS AND❑� LANDSCAPE TO REMAIN. - ON 4'-0"RETAINING WALL Site EXPAND AS NECESSARY qb,, 19• Drawing Scale: o s O December 12,2019 ISSUE DATES - - ❑BIDDING: - ®PERMIT: December 12,2019 • O ❑CONSTRUCTION: REVISIONS: ®Date:m December 12.2019 ❑Dale: ❑Date: p ❑Date: ARCHITECTURAL STAMP C JOB NORTH �/e �Q�� Py'45p°Ka Yyf�n Scale: 1/8"=P-0" Site w ry.. "X�" r�i---•—.•°�7"''`x` ,-r -'+s.Y.U„ }+.*� �i •f �a�s.,��*a+n..wt: � 11*10 •N,w_,).-- Ste„ - ...... _ _..,�_ _ �\. _ ..,.,�''"t. u~~' ° iLttrea �i m..,�9`f i� }�t-t ,� :-a '•�� f n a l J-*, t 1' Nl '- - '�I •-V � � 7 -'�� t>�o3Ep � I /•� - r \ ,!r '``� ifyr, .e- �' Location MaR / 111 + xr. -• pC s - �� , '"L t TOOOt' ASSESSORS REF.: R Map 73. Parcel 75-1. 75-2,do t 6 7 e , - aa�7 - - +In=RDte7 ,j` -�c- - _ r _ ':: --•'�" t � � - Y`%�.^ §� ZONE: vvRcao� - ��```�, f ✓✓�, -"-•'= ,t't..;FaY t Area(min. $7,120 Sr(RPOD) .,� ":.,,�•1 y 'ti✓,`\•^ '_ �, ( F onto9e(m'1 20' Width Cm in) 775' it, `-� fvRaaosty i •,' oO ''�f .!r 3 Z ` m r;r Setbacks: jj,(�� • : � 'd LJ eABAr7A �. O ''••..��7 j{ Y �4 `a• '�' Side 75' x at OO �✓1I t X �,i'c. t '.\. n } P. Rear 15' f Asa ' ! ( .j� ! L : '°" * + r of : a . J. • � �� R _ _ _ ,_ � .ttt ,� % �. ,,:,,..&, OVERLAY DISTRICT. _FLOOD ZONE: �� '� _..� � .,...••"` ''µ AP C Aqui/er Pratecfinn District Zonal: C. Al?. (fr A73 (see pion) \ ""�` - �n �' - • ( ��_ � �P %r -t �9� ( TJ ;4.�^ EsroNme Watershed Overlay Communify Panty No. .425=1 0008 0 „a ^_-;. +'.J.. - _a ` \,� \ cte. r' fMEta i4s ! ^"`.•_ July 2. 1992 1 �A tr, �r r t�! )yyy DIRECTIONS: i R017ay 04 �aW eti!M1.W.1 WinISt.Twe ✓ LaR onlo v e sr. 1.canrk ae i la oet v 4 J r Takeo 101 sofa PaA�er Rd.and rnl riphf t,t ftons1,.ytrAosdl Wt.t,'-1 ee 1eT.m�.iget-t.Roan {ye LAM Bay Rood and ylght r"t onto Sond Ppint. Sites me of me enA s TI : _ / - t _ '"��" 1 •ily � �p�'tt•#OFMgss !, l - 4816 8 u.�Recotr G, AtBi{ � ST -Rat `oHRrrL,adr,r "`•r.. IRCA �. --'. 0 C> . t N l Legend- Pdate#M Est g SeplicWPe As Built �}JO/0!, 9 �'. r rUpdO Pool Pat. A Cabana'S .t-,. ,....»...r e�Reducc Pod-Pobo S.ze PC, �C+onservotlo)n Dectdaoos Tme ''r NOTES - PREPARED BY; ... - - PREPARED FOR: :TITLE. Site Plan _ Proposed Improvements 7.) m ledOrProperty lne able radon sho was Sullivan CapeSul Y John Fish �I camped ham ow,labte record ut(oimaffon. V` lYaul � Ray Rq Swfx D At a +Vi^f Sqk.. 2) The topographt:inform tian was obtained o�. � «s osfn.:de ru 65 AltertOn St from on an the ground survey performed on 1>mt m=sw./ xo-peum BOs ZOn MA 02119 81 - 6 Sand Point CV O +r''a•r 9 or between 31%!AN/O7 and•7%OCT/t3. Barnstable r >� Mass. w rr 3 The datum used s NCW 29,o fxed m on D fer Harbors w ° sea leret datum. Draft. JOD .Rewew RRC 20 0 10 Ia t0 "�? a3. t 7✓}tti• a+. } ..<•.-••-..o..._...�...,-.• ...,.... - AT£ SCALE U1 g !k•,a..;anra art:..,t+t Rexw.: PS s✓Db¢ C-310.3 ... ._.•" - W Drofr 225 ---"".•'.'"'."-•.e• C370_38Gt erz !•". _ - .._. O Februaty 4,2014, �. 1` 20r x _. _._ AOrowtng A 60 .01 ------------- WIDOW BENCH PORCH ROOF BELOG nn A < 0 ul (o < 1 NEW 0 CABLES Z ON 00"CENTERED ---------- r o El aIsTOIt BaD ' -----`,r------- --�- DRANER INTO ;2- S"m SEAT I% NEW CLOSET 0 Z F- ,42 OVI _j ------ LBSEAT uj < W LINEN t',N CLOSET OSET r_ OWE .......... MASTER BEDROOM ---- BATH BATH v F_ DECK 2 O r .2-:,au DORMER. E. LINEN BATH M 0 0 E . 31 .00 r W-41 SHOW 0 :01 MASTER, BATH! tD. NORY >1E :T c TO TERIIINATE 14 DRESSING NEW BAMEN7 LAWDRY ROM tl'-'s 256c 0 0 a- O on BIDROON ROOM 0. t�, 'a I STORAGE 0 . i.c�A-q E CLOSET =OtL 5>V 0 E .-o ri---------- i EEZ-VEZZ'856 Jul NEW VW)M CENTERED DATE: vanoK ON DORMR GABLES r 24V REVISION IA REVISION KU RI BELOtl V-8 1/2 I- i REVISION REVISION SHALL ALIGN OTH 41 OF DRAWN BY: ICHECKED BY. MEN ROGE WLC wws SCALE : AS NOTED JOB NO. FILE NO.: SECOND FLOOR PLAN cc; PROPOSED SECOND FLOOR PLAN 1.2 SCALE. 1/4' - I0' A=1 .2 n,9, ^M G N 5� S ff a 5^s i t I 1 i nn STORAGE ui VI GARAGE ' F— Z a•:: 0 o Z .� h uifL GEILIN4 � � � •—EXIST.HALF HEIGHT WORKSHOP , nVV `` MASONRY WALL + i•�— ae-s• s aj (16 _ PZTORAE - L uj _ ,n MECHANICAL CRAWL SPACE ------ - AND SAWCYUT •.:j-•..' -..."°�" DN REMvvVE PORTION`//^�,/ 1'OUNDATWN WALL fl �../ ` FOR NIIN INSTALLATION i � 9 FULL HEIGHT BASEMENT I I 7 EXIST. T'-q• IPAlilO LANDING ABOVE) 1 j }} in BATH STORAGE CEILING CEILING pr�� .TFiL.AE81'I.BFiEFifL.IR.EROGIMt{.P.LH. a'-I• - NEW LAUNDRY '•Yx U '• 1 y' �_ EXIST.HALF HEIGHT CEILING. CHUTE TERIIINATN)N - 1- `' c. MASONRY WALL + I o�d C NE BEAM i_.__._.__.»_.. __.._._ :i+'m _ IF KET IN __... _.,) I 1 p y e .z: Z\ IF DATION I ,EXt TING 1 : - �'C y a z. yooaLc �o EXISTING OIL TANK EXISTING OIL TANK ' I , •' °I° :'�i (PATIO ABOVE) - oyg� - I I go' 79 as �rv�E _q c+�cS NEW FOUNDATION - .4• - m pp y O ;.� .+b•� I I ( %1 V6 iO�'�y1j 37 'y FOR ENTRY g C�Ca ii Q EXPANSION CC ALIGN ALIGN _--__.__.__ tR r+ C y O !tt 9 '� •rt•9 _ r-a 4 i I b o »-.s ot9y�as y _.___,.._ . r-3• Is-o r-s _.__ DATE: 1/8/2014 _---{.. REVISION Ir b Ir-w- 3•-11 v4• q•-a yr REVISION REVISION -� REVISION DRAWN BY: CHECKED BY: WLC wW5 SCALE :AS NOTED JOB NO. FILE NO.: -- PROS WALL HATCH KEY PROPOSED BASEMENT PLAN FOUNDATION SCALE: 1/1` r-O• PUN EXISTING WALL TO REMAIN NEW WALL _. ..,.. EXISTING TO BE REMOvED Aml .0 NEW ROUND COLUMNS NEW ROUND COLUMNS IN-PLACE OP EXISTING IN-PLACE OF EXISTING COLUMNS COLUMNS O 2 r g�g is one ------ ------------ ---------------- -------------- -- ------------- ------------ ----------------------- ---------------- -------------- BREAKFAS f : j NOOK I i PORCH , t NEW FRENCH DOORt SIDELIGHTS ' EL TRANSOMS.SEE ELEVATIONS . ON DN �•-• ON KITCHEN i I i I PANTRY EX AN O ® CABINET I i ! BAR/PANTRY - u 1 7 -NEW BALUSTERS .PWD ATH / "I ` t HANDRAIL ! ' 5'- 3'-c' c'-9 1/� O O I 1 1 I l NEW PICTURE L i TRANSOMS SEE ' 1 % I ? -`"-•�'._ ('1/ UJ ELEVATIONS + I + i i j HALL `-- -`^ I.IL A "�. N ( _._ - AND$TEPSiNG WALL �^^'- ,� ! i i----^NEW I. �M PLACEN OF EXISTING LIVING DIMR6 i 1 i 1 i I %i , SUNROOM NEW WINDOWS i ; ' ; UP DN I DEN --- i i nXXnYYjj i AND DOORS• J EXIST DOORS! `I i I I5'-10• X Is"-9' ® O p I i I i i ! ¢ i ; ' 7� 6- IS'-O' - 3'_O• O inlu at EXTENDED I �L�r_ _ __� T' ' ---- _ _ ............. _ c i i'a•- i ;F; [ -___ ALIGN ERFROM In UJ I NEW JUSTURE _._._...._.......__......{ _,...._.................__.I s.._................_._...__..I L...,................__.._ O ti v TRANO9WOSr18 SEE I Q T! Q - _ ;IIi -II III IiIR f W t l \` O 1 •' / 1 �.: ELEVATIONS - - I - COFFERED 1 i I ; r-r _ < ` -3 Vs' ' fi-t-•� _.I I_..'f.. WHERE ? _— _. ,�... _.i.__--_ BEDROOM '�`4 �` , _.. .. ! ___.._....,`,..� ' BU0.T-IN UNIT i i 4 1 i ALIGN ❑ " , , / i I —.._. I m L..1 REMOVED INTERIOR 13'-3'X IZ'-1' i i , ___ -- ._ ..-..._--_............... W I i ! PACE OF NEW WWFALLL2XG _ I i i I } f- ❑Lu FOYER ` `lO ( ENTRY ` I , _ (-NE1t„- p ._•, I E4 EQ .... EO..- EO ZI O / / I -i�' •� =`•^.,.. _ ._..... ,f j r. ._ -. .._ EO (j000R EO t , .._ _ - i �, :; •, :, -`•.I ;: ,; s I ---- .._.._.. BATH 1 _ x �� . 't ? 7 U o iF1 I j D O O 1 —j1 `. - ' I \ / , ._. .. _ n /�• i 6 �:-- 7.--_" /1 I I of t L_.._ _..___.-. ........_._, , _. ._..._.. o } o� OPTEXWOR WALL ._.. ORS,..-...._._._ ='v I' - TO BE LAZED v , i / - _. _.._._____.._.._.._- _.._._ '._` _ __'�_.._ �.... �~....._.�- i -,� �, i z�•.� � - -- ,,-�"s' I , + i �'O �"pOp'�� Lau W DN � Q i / 1 _ j'- ;'A/C i GEN. PIT -} __ �_. _ - -- - _,. ._ NEW NDOWS NEW(WINDOW _..."_ �.-; ' _ `.._._ _._ _ _. y _ _ ------------- {[ . I of N __ ' _.._.. O -=C a r- ......._. 1 , .;.:!.�,_.._ ._., O OC Raj i "� --'F"----•NEID'ENT RY-Pik _ _"..� .__..._ _.. ; •>n S Ic l - i s Ia. ......._........-......_.. .................._.......__:-.......__........_.._._.. _ r- _a a E C r po O .L' b _-.�_.._. 00 .4-r $$ a o c 1 _..._.._...._.___—__ - C� ....__......-....._._._..._..._......._.._.._...______._-.__-....-.. IS'O' _-__.........._....._._...___...._.... _ — F� cb 4 I A-al O EEov'EOa° �3 ._............. ........................._...-... .._....._.....___ ._..._..._... ._.._......._.._......-`-' __...._.___...._.................___..........__.. .._.._.__-..........._.. ........._._. _...._._._ :37 * � DAZE: 'V8/90H =3 1^ REVISION REVISION } REVISION REVISION WALL HATCH KEY C1 PROPOSED FIRST FLOOR PLAN DRAWN BY. CHECKED BI.AY: -LI SCALE: 1/-I' . I'-O' wLC wws EXISTING WALL TO REMAIN SCALE :AS NOTED m • NEW WALL JOB NO. EXISTING TO BE REMOVED FILE NO.: FIRST FLOOR PLAN ti :R ♦i l tiV i a, AAA m° M M N N ° I �H �w Nl m°o E�; C ° s i.F 3° m o n M / WINDOW BENCH \� -----// ••\ I PORCH ROOF BELOW r;,._......_......_..........,.._i..__. _,..................... ! 1 { r _......... ..................................0 n/ Fl! r � W I NEW WINDOWS CENTERED ��—ON DORMER GABLES '(� O I 1 v _._.__...._.__._...._.._._.._._..... .f................ �.......__. .........................._........_._............._.-___......I. I O j ........... : - I it -: o r I E. I ! ALIGN .3 O...I'_f:- ............. ................ r Lu DRAWER INTO--7 1L ,�: _ ......... .�.. UNDERSIDE OF SHOIIIER SEATrl, 1 T ,_2, ..^^ W .........'.... J ry NEW CLOSET N _ _ LINENS ! fvNEW CLOSET SHOWER Ir HIGH SHOVER SEAT eIl L4J a r / N Q , MASTER BEDROOM 9 o r Z N BATH BATH ° l._. .. � oo 1/2 .... .. .................. NEW SHOWER` DECK ON ............ 75 c LINEN BATH DORMER;WINDO NG_.iTO.ORTV .._ �.�J) N ? V c m d m Z. _... .......a ° +.._._.... �E mE°c ..__ ! •- - _ c� TWIN II I _..........._ �Q ' ELEV R NEW SHOWE _ i MASTER BATH \I DRY\ W- i s g^-'o a N q.._ EXISTING-- ' O 1- w �U w ° c TO TERMIN TE IN :I �', Q p t L c LAWN HUTE. EXTEND DUCT o O N ¢ NEW BASEMENT i.............. I I' R ROOM DRESSING _ - y 6 C )� LAUNDRY ROOM I: I, 1 OOM c `m° o O u c El- E3 STORAGE M-0 - _ °'N o° CLOSET1 ' \ OodEv' E-6a an ° O U U —NEW WINDOWS CENTERED—� DATE: 1/8/2014 ON DORMER GABLES �... `.... REVISION 2 3" --ViNEW REVISION INDOOOF BELOW REVISION 9-1O REVISION WINDOW SHALL ALIGN DRAWN BY: CHECKED BY: WITH OF NEW RIDGE WLC WWS SCALE : AS NOTED JOB NO. FILE NO.: SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN -1.2 SCALE: 1/1" 1-0" Aml .2 „ II I I .I —II-,-\-.-\--------1\I-I,-I\---I-/�1-1"--,.--....”\.I--."/...1.01-.-,).-..\1.,.--�-'1.-II/'.-I,-1 l-,,,.-..-...-1--.-.�-11-11.1-,1.,/"-.,.-I 1.-.-,.I.��-/. _ _.. -_ _.„ {i y _ „ C t ._._ oasta/ -. ,.,,. beach _._._ _:_ '„ ",. w _ . , A"0, 6��, I. _ ___`• . M-.,.... .... ,... " @ , 1 ,,, -_ __.�.- ,G a _- - -.. -, __ , _..,,. ..._. _, -...,. , - .,. w_ � m z� ..-... er m - - _ , _---" _, "...., , _• , b b d t -----...., e.... x,....,. ...,.., w -+.�� °,,,,,,,,,,,,,,,,,, .. ... .. ,,,. ., ,gym..... ..... • ° , ...,_ ,-.... .-.,.. ,-,.. „ ._ .4 -......... _^_-.-..,.. .. .. ,-., 5 as. E S� „ • > ' - _.-. -.. , - - -- - _ f e t _ _ _ _ r e � 'i, µ „ _ L1 „_.,. ..b_... _ me . _ I _ .° ` • -. _ -. _ _ ... :-... ...... • _ ,.; �° � ��• gad - - NHALCfJIdN�`, a r , ARE" - • r rt.a , Y � g ° awn �,. ,,-� s } y '�`l.,A.I"--."-l""..I,Z=..l.----�.�.=,-.,=.�.---"."I�R.�,.-,.-.-.,.-"�..=.-.--...,=,---EI.-,I.I-,.:-.1-,1--'�1�1-=-1.-,-�,�1Az—=.��-1-�..z�.-�..,!..,-�6z-,I.-.�:..-_--.I'--�-.-1=,.I-...1',-,-1,I.�,'.1-.\-�----,-1I .-.�-.,.�-*I.-,.-"�--.:\:.-�.".-I 1:.11. ,-.,,.._.-• Y -4- Ftre rf ,- ...., .., , . '---.: off'�. 4 __ _ -..�,��.I.".11...,..'..C.:.I..�-:-.*.-zI�...IK.;.z-.�-z...i...1.".—:......-1-I.-.z.\I,.I,-,.......l..,0.-..l-1.--.I-. .�-I;I'..r---1-2'��-��-�..II--,.-,-.-..-:. .-1-6,.1.-.-:.I 1t.-�Z..,4,-.-. Y Y „� „ ll ! a'1 Y Y ByEFER y 4 Patio R'. \ , Op , n. Y Y Y Y DQ O �,. \ P �;' r y Y c/�y MF�V r �f, W s V y h' V Y :�7 O '"mow,. ."`x,: , `�.,,, . '; w d ti , . ,,q \\ YU\ y v y \ 2.7.X w�S/ f yq tl,�lip.... �. - \ \ „ _\ Q; y /-- 'may \`,„ ."^." ,. ` -r r y Y a, q T. FfH q . . ` _:..\ i] ,� Y `, O,Y Y .._ \.. `V . \ , -\ ,ra, ' • . ° : ' \` - ` �� Location Map/ 5 ~�, �;\ . / =20 rch 4 Y v , �} / i` Y Y Y A. \ , - - 1„ OOt' ` +r a> Y Y Y Y 1I . y Lawn ` , t ' ` ' ' .9 \y �_ ' , , \'�" �� L_Y Y Y y 78 _ wn F _ : : : - ASSESSORS REF.. Y Y a ,. 86 l� r�1 \ \ \ \ Y Y Y Y y Y t t : - 5- , & 16•.�� , ; ` � � ; �� ,��-�' , Parcels 15 1 1 2// C3 r, v \ E) E 1y Y Y y y o -�\ l \ / �•-,C./i. 0 Q: ,y`._ L Y '\ „�„ ,,..... /j �.'�\ -- y 2 Sty WfF t `�,� OT A }' : , ^,' s '\. , ' ( ut ()L�c } oil Y Y - -PROPOSED - ' - t \G�e \\\ `� � Dwelling ��erPa \ 9 ACRES 'i ,`, / Deck , ' . 'IV` � , , ,• Y Y PORCH ` , o l �- \ R ASSESSORS �`, I ' : fin / Sty W F , ° i v __ -• . \ -.• °,� a ? ,.. each House ,. ZONE. ry�+y//r}-� i e� •F4 ff ,� F=7.8°NGl/D 1� RF-1 ' o -'' •ti y",...�V ll Y Y \ 8l :t `>� O'\O� ''`\ f ` ti�G� �"` • \ '• '(. ', t t '. A -"� \. , 4 Y 2 Sty W/F.. O V1�� {c o r' �� ilv� / V ' ' I t ' / I Y Y Dwel(in PROPOSED W `� ° j�/ Q Q' ~\ # � Q� �1 i ar ° ( ) 8 20SF ( PO ) \ �wo1K \ rea m t ` PAT10 , �cn� W Rrt • • . Frontage (min) 20' c) - Y`., TO BE 00 U / \\�\ `\\ t i .,° " 6 e.Wa� 0 y v Y REMOVED `\t O O t ) . • • . Y \ SLEE `�\\ ,O 068,-'a Lowr1 r ?: , Width (min) 125' � Yy Y Y Oa O t /j REQUI ED \`�\ �o O -900'00 ? .' � a I '" _ ?'•, Setbacks: Q jx �.� Front 30 cv Y c°w ROPOSED v ' o s ry 0 O'1' °$ i `` ' J Side 15'�/'' jjjJ y Y \ LUNG (0 , o } /!w VV i ! Rear 15 __ qp y Y \\�%5 - z \ pit I/ I - e`tone \\ .O \�\ L / 2. t > : . : , • _ _� ._ . .. . — a r j. a� 1 RI T FL NE k Y I- \ ,,� _ . ` OVERLAY D ST C . OOD ZO j p a ry . Y' ] =k- 1/ •• /� - �� Pcgc� ! i ' ' ; . ' : : ° . AP - Aquifer Protection District Zones: C , All, & A13 (see plan) q \ � O l ( j \ �q IJ� p ` �� ' x9. / {jI°' : : . : Estuarine Watershed Overlay Community Panel No. I.,,"..i.?.�,l.,",/"/-N,..f ,I".�"'1�,,.V ,"-I-",..�-.-1"-1-��-'-;1".I,-rr:.—'.N:-,,�'''",;, 1...1!�...\I,*/...—1.\l-" .'�,-/�- �I.,-',,.�-�,,I /;�.IIi-� .�1�,1-1�1 I�.1-1,I ,�,-',\,1 I�\--1,. ,L,-I -��4---. 0 1I ,t . r a_ L J � // II �r. wv A\ 2\ �F f= !' T r ff ' , a E NG v R , I SEPTI v • ..".. �� / to .11 ` #250001 0008 D _..•_-X- . 1 �� , -.�,,.I�%'I ,I/I I. _ - r SE 6. 10 r` Irr V �� I i 7� -ft t� /' July 2, 1992 U) TO BBC M �, „t! f O N `\ �\,.I '9j / • °, ff. f A( 6 ,_ . r .a� P � .. ;,.t;., . ''fq i£ ' DIRECTIONS: j o ', / 1t 0 rom H onni 'On Man st headed West t ` " 2 a\ fi D '` ! °i _ I i ' , I ,•,r k~v- . ' ; . r '�` Rottery take second exit onto West Main St. Turn -'- J/ ` oPa" g .o i"' /` ' D-BOX !t'`, 1VjlF ... `,,/ .... ! . \1 i ' . Left onto Pine St. and continue into Osterville. • r c \ P S fj 1 a ! Q\,)�, ~'" D.o y /' ~;-_ I" `\ er� or 1�! , !I// Chri en Real�y:;Tru. / t� ! ie y} ,. ; i ;; Take a left onto Parker Rd. and first right onto . \ a ohn F Fish ..Tr., i I P West Bay Rd. Turn Left onto Bridge St. and 3 3�c0 _ ,/ \ / .. EXISTING if Icy li Y Y C° `\ i ^ /I /1 i "tl BUFPEI�, i t r ' ' continue past gate house. Turn right onto North g W ,9s �, \ \ SEPT1 1 Ba Road and slight ht right ht onto Sand Point.- 1� � / �/ , _ li TO BE ili tr Lawn HANPEMEN I{ r t = : y 9 9 `ca L"OT AREA / ni ? \ I Q� 4 ` 4 Lawn REMOVED / -- If / lr- -�---- E AREA' / ` , ,tl� ✓' ,�V� Sites are at the end. N "0 1.01 ACRES r� / one e �� / I/ y ,j F` / F / 1 4 r n rp ',PER ASSESSORS \ �'*\ `N ,q „ // 'Oli . O /.J, / / � .1 j ) , rI,r` 1 , O�� . Sfp /j j j I . -_ _ __ \ ,Q -- - /... , , 3 i r _ _ ` / \ t7 �/ \ .\ °bb/ FH-2 / / //j y P�yl _ l cr1 `� \ ,s A ,, , 1 �C /, / // y y f D ,..-� 4 l\ j SF `\; fan \ • `' e 1.:, rirf // Y / `� \ tj/ f ti I- ,\ /r.r. I Meter s=t' \ r. ; / J f J� _ � f _„„- _.-" / / - 0 a ,, , 5 , _- �°R i OPO / / / ..- E SC'p.. / , 71 / ( `, e /k^Qt /, W- x\v� �, L�Jr 9....... _ .. . O a 2 , / / %:/ ": t I •�� - 1 - _- t /l�/ ' j j \ O x r �. Slate Walk �� ER C� "r F I<I _ ,..-:--''.-I"�-..�I.1,,-,."..�0 1-,.V1 II---/%--�—��%---,.--..7-I:�I,i---\1�:"�.-�,;�,....��,... / I '1 ~ 9r l �, /1, // \� 1, , r��l,� ro 7 , i . l 1 4 ck Wo/k KtO'� f j t... t . '. p' �r�gi �P/ :) Lawn , a' . ' . ! / , rt r • x y \iS i // be l 4 _ - I v off\�'4 _ P Doo d ,' I' t� ---,J� 29' f �- \�. \rr 0 ' - Qp ED _ 27.7 " `=°k . °a, OR wnl 1 ' j ' t i/I/' JI1 `'4 /\ 6N' ~ • , \- ©-,1,S ` • r•_•_, • ..,,_ -TEPAC D T h' OCATf® , ' — ` - -'-`- . -, . // 1-' I t2 �i \ f t5E N/ ''' /f 1°1 k i 0. #82 4 i r 11 --. A /' l! � �. ,stand , v _ / ' 2 Sty W/F /'" `� --_ / ,� _Qx� `' Dwelling -BOX 4`h / / ~ /' ! y MAG AF�IIL n._ - '' FF E1=15.6' Lawn / k` \\ i r ,e _,,,,-� BH M RK 50' Q ' f: ff ! - I ' �� \ / , 4x8 i r /D - `__ -"-- N„ _!._ ._ _ _ e sx_a LOT AREA r � i': l��' ``, ~`-- r' t _ Lawn t_ 1.41 ACRES sX �lG; �`',�' r }t f ` �`.� . - v �`d' PER ASSESSORS a s k TM' ` 1 f , f l m \ ~~` �\ o /j \ ♦ 4x7 t' R ...1.1.I--��,.:�1/I-.4"1..-�-/.:....-�..I.......---.II-...I,.1--1..'..-..-.-.1-/�-.:.I4.---\-...'-114�,-\..,�:,�.I..1..... �0 fi ►1 , _ l r�J9 i 1 1 tl q ,i •-1 // ,.. :! L - - \ � \ V� ,�� f! ? . ,- _ Firepit ` \ , `` 4 " ', ' .� . , . \ k_ Cob 11 / -. .. 6 - sto fl - + ,r ne ��, - ___edge \ �' ',�'`•\ ; 161' �, , \ ,, 1 / • q J{{j .,y , • 5` . , \. j M.. - i , „ '*\ ,, .. ' -; / „ r ,s.. i / \ . • , . ,% . : /, _ _. .� ' Y T - " i . ' • ' . .Phragrnities , ' , . . • . , . . `•, / ,q • .,,, . . , . i , : . . . . ' RES(URCE. - : . - : -\. • : . ' -: : ° : - . , , • Chrisjen R Trust- ' . . ' , . . ` ' , . - ' . . , / t' NHANCEMEIVT . . • �, . ' . ' RESOURCE 4 . . John F Fish . • . . . . ' . • . . : AREA: ` ' . : < .': ,.'' ' / Not : ENHANCEMENT• - ` ` - 5aPtrnarsh' ..` - f + . . ' . ; : . : . . ' tl• . : ° : . , • : . • ' �" _ Unregistered _ I": � . • : . . . • / rn.� : : : _rtf: . . , ° : : Lat 94 Registered^' _ _ • . ' ' • `r . - , _ . ' . f • ____-.. .- _.. Approximate Mean High Wat Legend: ``\ ' ` • • ' ' . ' . . . . : • - : - . : ' ° ' . I _ -- - ._ _.._ _ _ _ _ . ' . ' -- --- _ Add Proposed Work 0 0 14`, + ; : • : : ' ; : : : ` ° . - ._ .__ _ _.- -- -- --- - --_.._ — o S ptic 7/ 2/e : • \.\` __ ___ Ditah_ _._ REVISION: Reduce Pool Patio Size Per Conservation 04110114 m Deciduous Tree : . . : ; . . \ NOTES: PREPARED BY. PREPARED FOR: TI TLE: d E t ` Site Plan r `\, • + coniferous ree 3 ,- --�' -~ -0 \`� \`\ 1.) The property line information shown was QQ c Proposed Improvements 1 compiled from available record information. Sullivan En ineerin , Inc. Capurve V�� ,� _.,,. _ g g John Fish M - ` PO Box 659 7 Parker Road At -o- Sign ; " \ 2. The topographic information was obtained 65 All erton St * Light Post I \ Osterville, MA 02655 \ from an on the ground survey performed on Osterville MA 02655 -4 Guy o it or between the ground and 1113. (508)428-3344 (508)428-9617 fax (508) 420-3994 / 420-3995fox Boston MA 02119 81 86 Sand Point N -O- Utility Pole } , I N/F B lCB/DH ` 0 !iAsemena T Dodge arnstable y / Mass■ - 3 t 3.) The datum used is NGVD '29, a fixed mean Draft: JOD Review: RRL o stet Harbors W OHW— Overhead Wires o ; sea level datum. - -25- - Elevation Contour �; 0 \ 20 0 10 20 40 80 W Review.: PS Job #: C-310.3 DATE: /� SCALE: �� o f _...--s ....... Underground Utility Line � \\ Fe"ruar 4, 2014, 1 =20 0 \\ Draft: 22036 Drawing #' C310_JBG1 ex2 y I SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required orNotification is Re a it to Dig Safe ppro r ate Per). � 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 Litres Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness.In General,Water Lines Shall be Constructed in be Coordination With COMM Water,and Shall be in Accordance De Vent -termined at TimeFinal Locatation toso With 248 CMR 1.00-7.00&310 CMR 15.00. o as to be as Inconspicuous Installation as Possible 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's See Note 6 (typ.) Recommendation that H-20 Always be Used. 6.install Watertight Risers and Covers to Within 6"ofFinishedGrade DESIGN DATA Garage slab Provide Within Landscaped Areas,or to Grade Within Driveway Over Septic EL. 10.6 Clean out Tank Inlets,Compartment walls,and Outlets,D-Boxs,and I Leaching Single Family - F F.G. EL. 10.50 Chamber Per system. -3 Bedroom @ 110 GPD F.G. EL. 10.00 F.G. EL. 9.00 7.Septic System to be Installed in Accordance with 310 CMR 15.00& No Garbage Grinder gas CMR 1.00-7.00 Latest Revision and the Town of samstable Total Daily Flow=660 GPD Board of Health Regulations. Flow Equilizers 8.All Piping to be Sch.40 PVC. Use a 1500 Gal Septic Tank f- As Required 9.The Septic Tank for#86 Shall be a 2,500 Gallon,with 2 Compartments. Installer to Confirm EL. 8.75 The First Compartment Shall Have a Vohrme of Not Less Than EL. .35 LEACHING AREA Prior to Work 1500 Gallon Ton EL, 8.10 1,540 Gallons and the Second of Not-Leas than 770 Gallons. H-20 EL. 8.10 -20 The The Compartments Shall be Interconnected by a Minimum 4"0 330 GPD/0.74(LTAR)=446 SF Required Septic Tank E D-Box EL. 7.73 Vented Inverted U-Shaped Pipe. Sidewall=2(12'+32)X0.96'=84.5 SF o 0 0 o c 10.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Sump of 6". Bottom Area=(12'x 32')=384 SF EL. 7.56 Flow Diffusor 11.The Separation Distance Between the Septic Tank Inlets and 468.5 SF Total Provided 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"@#81, 24"@#82,and 29"@#86 Below the Flow Line,and shall be Equipped LEACHING CHAMBER DESIGN Inspection Bedding,"T"s To Be Installed On Ins action Port, !f Encountered:Remove:& Replgce With Gas Baffles. & Baffels All tlnsuttoB#e. Soils Within 5' of � All Pipes to be Schedule 40. Use table ompacte ose as Per Title 5 The.Outer Perimeter of;:The System 3 Concrete Flow Diffusers in a 12'x 32'Double Washed Stone Field as Shown. 1. 1.50 Groundwater Per Test Hole 3 Monitoring Well DEVELOPED PROFILE OF SYSTEM a NOT TO SCALE #82 PERC TEST: 14,347 PERFORMED BY:JOHN ODEA,P.E.- SULLIVAN ENGINEERING SOIL EVALUATOR NO.2911 WITNESSED BY:DONNA MIORANDI,R.S-TOWN OF BARNSTABLE k c MAY 2,2014 g°5 Finish Grade - H �i € � C- I Filter TEST HOLE- 1 TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 . h; E ,(� � � Fabric EL.11.8 EL.11.8 EL.10.5 EL.10.5 m .. ... .... ......., _ Compacted Fill AND/OR DESIGN DATA FILL FILL FILL.' FILL w 1/2" .. 1 ® 8 B 8 Pea Stone g' 11.0 11.0 9.8 9" :. 9.8 B LAYER i0YR4/6. B LAYER 10YRa/6 B LAYER.10YR 416 B LAYER 10YR 4/6 Single Family 3/4" - 1 1/2,. VARIANCES REQUIRED IJARKYELLOWISHBROWN DARK YELLOWISH BROWN DARKYELLOWISHBROWN DARKYELLOWISHBROWN -5 Bedroom @ 110 GPD Washed .LOAMY SAND. ': 9.5 " LOAMY SANLY 9.1 LOAMY SAND 8.0 1' LOAMY SAND 7.9 4 Stone 15.104 Percolation Testing-No Perc Test Information Available No Garbage Grinder N Double C LAYER 2.SY 6/4 C LAYER 2.SY 6/4 C LAYER 2.SY 6/4 C LAYER 2.SY 6/4 \ And Limited Area to Perform One NOW. Total Daily Flow=550 GPD LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN Seeking Permission for Engineer's Certification Relocate Existing 2,000 Gal S tic Tank MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND $ ep 38 PERC TEST 8.6 4 PERC TEST 7.7 At Time of Install. Or Replace with 1500 Gal Septic Tank 25 GALLONS GONE IN 7 MIN. 25 GALLONS GONE IN 6 MIN. CROSS SECTION OF FLOW DIFFUSOR 15.211 Setback to Coastal Bank-50'Required PERC RATE<2 MINAN(LTAR=0.74) PERC RATE<2 MNAN(LTAR=0.74) 27.7'Provided LEACHING AREA NOT TO SCALE 15.221(7)Depth of Components-36"Allowable l20" is lzo" is 550 GPD/0.74(LTAR)=743 SF Required GROUNDWATER GROUNDWATER �7 GROUNDWATER @ EL.1.5 48"Proposed -120" os-lzo" 0.8 ._ Sidewall=2(8'+61'-6")X2'=278 SF MONITORED THRU T.O.B.360-1 Setback to Coastal Bank-100 Required MAY FULL MOON CYCLE 27.7'Provided Bottom Area=(8'x 61'-6")=492 SF SITE PASSED 770 SF Total Provided LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use i 7-500 Gal Concrete Chambers in an 8'x 61'-6"Double Washed Stone Field as Shown. #86 q x 'r Vent - Final Locatation to be Determined at Time of Installation'so as to be as Inconspicuous as Possible DESIGN DATA Provide See Note 6 (typ.) Single Family F.F. EL. 23.60 Clean out F.G. EL 21.75 F.G. EL. 19.50 F.G. EL. 16.25 F.G. EL. 14.50 See Note 6 (typ.) -7 Bedroom @ 110 GPD F.F. EL. 15.60 Clean out Provide No Garbage Grinder /Flow E s /// As Required F.G. EL. 14 Total Daily Flow=770 GPD F.G. EL. 14 EL. 18.25 EL 2500 Gallon Flow Equilizers Use a 2500 Gal 2 Compartment Septic Tank Installer to Confirm H-20 EL. 15.75 Top EL. 13.25 EL. 10.30 As Required (Multiple Kitchen Areas) Prior to Work 2 Compartment EL, H-20 Septic Tank D-Box EL 1,3_33 Installer to Confirm EL 1 Relocate or Replace SEE NOTE 9 H-20 Prior to Work Existing ( ) a, EL. 12-25 2000 Gal EL. 9.75 pOr, T� EL. 10.00 Leaching EL. 9.30 H-20 EL EL- 9.18 LEACHING AREA � To Be Installed On f Chamber Crawl Slab Septic Tank ee o� ase _ 5 H-20 770 GPD/0.74(LTAR)=1040.5 SF RequiredEL. 9.00 i Bedding,"T„s Leaching Sidewall=202'-10"+59')X2'=287.3 SF Inspection Port, )f Encauntered Rern we & ReplaInstalled Chamber r)�pea{ems _ Bottom Area=(12'-10"x 59')=756.6 SF & Baffels a+l unsuitable Sous wrth n 5' Af o Bedding. T"s, 1044.2 SF Total Provided as Per Title 5 The Outer Penmeter:;.of The System: ri Inspection Port, !f Encountered Rern&e & Replace & Baffels Ail UnsLL-Lurfable Soils:Wdhtn 5 of ' EL. 5. as Per Title 5 The:Outer„Perimeter..:of The System: LEACHING CHAMBER DESIGN Ln No Groundwater All Pipes to be Schedule 40. Use DEVELOPED PROFILE OF SYSTEM Per Test Hale 3 No 2. 6 Concrete Chambers in a EL. nd No Groundwater Groundwater ENGINEER TO VERIFY Per P# 14,347 IT-10"x 59'Double Washed Stone Field as Shown. NOT TO SCALE Per P# 14,347 DEVELOPED PROFILE OF TANK SOIL CONDITIONSFNSTA AT TIME OF INSTALL EL. 1.5 NOT TO SCALE Groundwater Per P# 14,347 PERC TEST: 14,346 PERFORMED BY:JOHN O'DEA,P.E.- SULLIVAN ENGINEERING SOIL EVALUATORNO.2911 Finish Grade WITNESSED BY:DONNA MIORANDI,RS-TOWN OF BARNSTABLE Finis Grade TEST HOLE- 1 MAY , 01a f 1996 EL.13.5 P _ 4 .__ _ 22 � 3' Max. �. ? i = 3' Max. i ............. 9" Min 9" Min Compacted Fill I. Compacted Fill Filter TEST HOLE- 1 EL.17.0 TEST HOLE-2 EL.17.5 TEST HOLE-3 EL.16.2 TEST HOLE-4 EL.17.0 p Filter SANDY LOAM 12.8 Fabric BL6YER And/Or LOAM . DAAMAndlor . LOAM LOAM LOAMY SAND .. ... Pea Stone 15.2 20 ...... 15.8 „ 14.7 10" 16.2 Pea Stone B LAYER.I0YR4/6 B LAYER.i0YR4/6 a 2" 14 12.3 3 „ - DARK YELLOWISH : 17IL DARK:YELLOWISH.BROWN..:.. 3/4„ - 1 1/2" CI LAYER 3/4 1 t/2 FILL LEACHING Double Washed 13.9 LOAMY SAND LEACHING Double washed LOAMY SAND a3 _._ 40L. 13.7 ; CHAMBER Stone B.LAYE 10YR V6 . ::. -..B LAYER 1oYR4/6 CHAMBER Stone .... 28" MEDIUM SANDY GRAVEL 112 11"YELLOWISH BROWN._ DARKYELLOWISH BROWN �R C2 LAYER +�; 34" 14.2 54 IAr11vI SAND 13.0 30'. 13.7 53" TA+MY:SAND . 12.6 4' - 10' k MED SAND - 4' - 10" C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 C LAYER 2.SY&4 C LAYER 2.5Y 6/4 Y IUD LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN URe ( 72' - 10" l f MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND WL MIN. �' CROSS SECTION OF CHAMBER 96" 5.5 CROSS SECTION OF CHAMBER 25GALLONM[N IN7 MIN. 25R=o.7) C GALLONSGONE L 7R=0.7) 132" PERC RATE<2 MIN/IN(LTAR=0.74) 6.0 120" 7.5 132" PERC RATE<2 MIN/IN(LTAR=0.74) 5.2 120" 7.0 NOT TO SCALE NO GROUNDWATER E � NOT TO SCALE SITE PASSED . _ I Add Proposed Septic Work 07102114 REVISION: Reduce Pool Patio Size Per Conservation 04/10/14 NOTES: PREPARED BY. PREPARED FOR: TITLE: Site Plan 1.) The property line information shown was Proposed Improvements � compiled from available record information. Sullivan Engineering, Inc. CapeSury John Fish PO Box 659 7 Parker Road A t O i 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 65 All erton St from an on the ground survey performed on Boston MA 02� � 9 1 M or between J11JAN101 and 111OCT113. (508)428-3344 (508)428-9617 fax (508) 420-3994 / 420-3995fax 8 I -86 Sand Point - - k 3.) The datum used is NGVD '29, a fixed mean Bamstable (Oyster Harbors) M�' ss W sea level datum. Draft: J00 Review: RRL 20 0 10 20 40 80 Review.: PS Job C-310.3 DATE: ,/ SCALE: ./ Draft: 22036 DrawingC310_3BG1 ex2 February 4, 2014, 1 11=201 — - _- 1 --- --_ ---- _ - _ - __ - _ - - __ . . . _ - ,n r ` a —; ', 6' .v,0 �•.t."t I d i . . . : rN�S ,.w., i I _ , ,,.. i , , ; , , I I 1 1 I ( I. I' I; , I I1 j ,. i.., .., I , , I I , , . 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I f jIt { -_ - - - 1 - _ - - -- -. _- - _ - - t `j -_ I _ n ; , _ -,_ j SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(p Appropriate Pan). � 2.The Contractor u Required to Some Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3.Whenever Sewer Lines Melt Cross Water Supply Lives Both Lines Shall Be Consvuctod of Class I50 Pressure Pipe and Shall be Water Tested to Assure Watertightness.In General,Water Lines Shall be Constructed in Vent - Final Locototion to be Coordination With COMM Water,and Shall be in Accordance Determined at Time o Installation so With 248 CMR 1.00-7.00&310 CMR 15.00. as to be as Inconspicuous as Possible 4.A Minimum of 9"of Cover is Requited for All Components. 5.All Structures Buried Three Fed or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineces Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Within 6"of Finished Grade DESIGN DATA See Nate 6 typ. Within Landscaped Areas,orw Grade Within DriveurayOver Septic Garage SlabS75 Provide Tank inlets,Compartment Walls,and Outlets,D-Boxs,and 1 Leaching Single Family EL. 10.6Clean out F.G. EL. 10.50 Chamber Per System -3 Bedroom @ 110 GPD F.G. EL 10.00 F.G. EL. 9.00 7.Septic System to be installed in Accordance with 310 CMR 15.00& No Garbage Grinder 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. Total Daily Flow=660 GPD 8.All piping m be Sch.40 PVC. Use a 1500 Gal Septic Tank 9.The Septic Tank for k86 Shall be a 2,500 Gallon,with 2 Compartments. low quilizers The Fite Compartment Shall Have a Volume of Not Less ThanAs Required 1,540GallonsandtheSecondofNotLasthm770Gallons. Installer to Confirm H-20 70 H-20 Top EL. 8.10 The Compartments Shall be intctcauwcted by a M;ttimnmt 4`0 LEACHING AREA Prior to Work E 1500 Gallon 330 GPD/0.74(LTAR)=446 SF Required Septic Tonle E l)-Box 7.73 Vented Inverted U-S Pipe. Sidewall=202'+32')X0.96'=84.5 SF o 10.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum . Sump of 6" Bottom Area=(12'x 32)=384 SF EL. 7.56 Flow Diffusor 11.The Separation Distance Between the Septic Tank Inlets and 468.5 SF Total Provided Outlets Shall be No Less than the Liquid Depth.Wet Tea Shall Extend a Minimum of IV Below the Flow Line.Outlet Tees Shall Extend 14" #81, Bedding,"T"s, 24"®If82,and 29"B N96 Below the Flow Line,and shall be Equipped LEACHING CHAMBER DESIGN inspection Port, if Encountered Remove & Replace With Gas Baffles To B. Installed On & Boffels All Unsuitable Soils Within 5' of All Pipes to be Schedule 40. Use Stable Compacted Base as Per Title 5 The Outer Perimeter of The System 3 Concrete Flow Diffusers in a 12'x 32'Double Washed Stone Field as Shown. El. 1.50 Groundwater Per Test Hole 3 Monitoring Well DEVELOPED PROFILE OF SYSTEM NOT TO SCALE #82 PERC TEST: 14,347 PERFORMED BY:JOHN O'DEA,P.E.-SULLIVAN ENGINEERING SOiL EVALUATOR NO.2911 WITNESSED BY:DONNA MIORANDI,RS-TOWN OF BARNSTABLE MAY 2,2014 io a Finish Grade _.. _ - ._- _-.. .__ ._ .-- ; __ _._. � ._ _.. 1__ -•- t: Filter TEST HOLE- 1 EL 11.8 TEST HOLE-2 EL l l 8 TEST HOLE-3 EL.10.5 TEST HOLE-4 EL.10.5 N - �j Fabric Compacted Fill AND/OR DESIGN DATA FILL FILL FILL FILL 110 1/8" - 1/2" l .0 1 .0 8" 9.8 9.8 i Pea Stone B LAYER IOYR4l6 B LAYER IOYR 4!6 B LAYER.lOYR 4!6 H LAYER 10YR 4/6 VARIANCES REQUIRED -s Bedroom @ 110 GPD Single Family DARK YELLOWISH 3/4" - 1 i12" BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN Double Washed 15.104 Percolation Testing-No Perc Test Information Available No Garbage Grinder LOAMY SAND 9.5 LOAMY SAND 9.1 LOAMY SAND g, LOAMY SAND T9 1� 4' C LAYER 2.5Y614 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 Stone And Limited Area to Perform One Now. Total Daily Flow=550 GPD LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LiGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN Seeking Permission for Engineer's Certification Relocate Existing 2,000 Gal Septic Tank 7.7 At Time Of Install. MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND or Replace with 1500 Gal Septic Tank PERC TEST 8.6 15.211 Setback to Coastal Bank-50'Required 25 GALLONS GONE IN 7 MIN, PERC TEST .74 25 GALLONS GONE IN 6 MIN. CROSS SECTION OF FLOW DIFFUSOR PERC RATE<2 MHV/IN(LTAR=0.74) PERC RATE<2 MiN/IN(LTAR=0.74) 27.7'Provided LEACHING AREA NOT TO SCALE 15.221(7)Depth of Components-36"Allowable 550 GPD/0.74 TAR =743 SF Required 120^ s i2o^ 1.8 48"Proposed q T.O.B.360-1 Setback to Coastal Bank-100'Required Sidewall=2(8'+61'-6")X2'=278 SF GROUNDWATER GROUNDWATER -r GROUNDWATER Qa EL.1.5 ' " - �-l 0 0.5-120 0 8 MAY FULL MOON CYCLE RU 27 7'Provided Bottom Area=(8'x 61-6 )-492 SF MONITORED N CYCLE 770 SF Total Provided SITE PASSED LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 7-500 Gal Concrete Chambers in an 8'x 61'-6"Double Washers Stone Field as Shown. #86 Vent - Final Locotation to be Determined at Time of Installation so as to be as Inconspicuous as Possible DESIGN DATA Provide See Note 6 (typ.) Single Family F.F. EL. 23.60 Clean out F.G. £L. 21.75 F.G. EL. 19.50 F.G. EL. 16.25 F.G. EL. 14.50 See Note 6 (typ.) -7 Bedroom @ 110 GPD Provide No Garbage Grinder Flow Equalizers F.F. EL. 15.60 Clean out F.G. EL. to Total Daily Flow=770 GPD /- As Required F.G. EL. 14 El. 18.25 EL 2500 Gallon Flow Equilizers Use a 2500 Gal 2 Compartment Septic Tank Installer to Confirm H-20 EL. 10.30 - As Required EL. 1 .75 Too EL. 13.25 Installer to Confirm EL Relocate or Replace (Multiple Kitchen Areas) Prior to Work 2 Compartment EL. H-20 Septic Tank D-Box 13.33 Prior to Work Existing 75 _20 Ton EL. 10.00 (SEE NOTE 9) EL. 1 N-20 2000 Gal EL Leaching 0-Box a To On El. 9.30 H-20 9.18 LEACHING AREA / cnamber • Crawl Slab Septic Tank H-20 770 GPD/0.74(LIAR)=1040.5 SF Required poc a e Beddin "T"s, 5 no EL. 0 Leaching r " r r_ g, Sidewall=2 12-10 +59 X2 -287.3 SF To Be Installed On Chamber ( ) Inspection Port, If Encountered Remove & Replace Sta61�Ffe ose Bottom Area=(12'-10"x 591)=756.6 SF & Boffels All Unsuitable Soils Within 5' of o 10 Bedding,"T"s, 1044.2 SF Total Provided as Per Title 5 The Outer Perimeter of The System ;�ui Inspection Port, If Encountered Remove & Replace ad ad & Boffels Atf Unsuitable Soils Within 5' of as Per Title 5 The Outer Perimeter of The System LEACHING CHAMBER DESIGN No Groundwater Per Test Hole 3 a, EL 2.0 All Pipes to be Schedule 40. Use DEVELOPED PROFILE OF SYSTEM EL, 1,5 No Groundwater 6 Concrete Chambers in a ENGINEER TO VERIFY Per Pjf 14,347 r 12'-10"x 59'Double Washed Stone Field as Shown. Groundwater 77 S CONDITIONS AT NOT To SCALE DEVELOPED PROFILE OF TANK PME OF INSTALL EL, 1.5 Per Ply 14,347 Groundwater NOT TO SCALE Per P f 14,347 PERC TEST: 14,346 PERFORMED BY:JOHN O'DEA,P.E.-SULLIVAN ENGINEERING SOIL EVALUATOR NO.2911 Finish Grade WITNESSED BY:DONNA MiORANDI,RS-TOWN OF BARNSTABLE Finish Grade TEST HOLE- i MAY 2,2014 1 6 EL.13.5 A LAYER 3' Max. f 9" Min Compacted Flll , � ; - i!t r 3' Max. 9" Min Compacted Fill Filter Filter '1'RST HOLE-1 EL.17.0 TEST HOLE-2 EL.17.5 TEST HOLE-3 EL.16.2 TEST HOLE-4 EL.17.0 Fabric SANDY LOAM 12.8 Fabric B LAYER Z., And/Or LOAM And/Or LOAMY SAND 1 Pea Stone" LOAM LOAM LOAM Is.2 1s.8 14.7 16.2 1/8 - 1/2„ B LAYER►OYR 4/6 B LAYER IOYR 4/6 JTPea Stone 'ti q" 12.3 3' 3/4" - 1 1/2" DARK YELLOWISH BROWN FILL DARK YELLOWISH BROWN FILL 3' 3/4" - 1 1/2" CI LAYER LEACHING Double Washed LOAMY SAND 43 13.9 LOAMY SAND q „ 13 7s trING Double Washed CHAMBER Stone B LAYER I OYR 4/6 B LAYER lOYR 4!6 � BER Stone MEDIUM SANDY GRAVEL 11.2 DARK YELLOWISH BROWN DARK YELLOWISH BROWN 34" 14.2 54" LOAMY SAND 13.0 0" 13 7 53" LOAMY SAND 12.6 9 4' - 10" I C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 I 10" MED SAND I 8, LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN t 12' - 10" yb MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND Ci'VIL 96" 5.5 13.8 36" PERC TEST 13.2 ' 25 GALLONS GONE IN 7 MIN. 25 GALLONS GONE IN 7 MIN.CROSS SECTION OF CHAMBER 1 2" CROSS SECTION OF CHAMBER PERC RATE<2 MIN/IN(LTAR a 0.74) 6.0 120" 7.5 1 2" PERC RATE<2 MTNlIN(LTAR=0.74) 5.2 120" 7.0 NOT TO SCALE NO UMUNDWATEK bNUOUNTERED NO A NOT TO SCALE SITE PASSED 0 Add Proposed Septic Work 0710211 AL REVISION: Reduce Pool Patio Size Per Conservation 04110114 NOTES: PREPARED BY.- PREPARED FOR: T/TLE: Site Pla n 1.) The property line information shown was CapeSurv Proposed Impro vements compiled from available record information. Sullivan Engineering, Inc. John Fish PO Box 659 7 Parker Rood At 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 65 All erton St from on on the ground survey erfo med on 8 I -86 Sand Pont or between 31 JAN 01 and 11 0CT 13. (508)428-3344 (508)428-s617 fox (508) 420-3994 / 420-3995fax Boston tOn MA 02119 a M Barnstable3.) yster Harbors) Mass The datum used is NGVD '29, a fixed mean Draft: Review:ft: J00 Revi RRL D W sea level datum. 20 0 10 20 40 80 W T Review.: ps Job #• C-310.3 DATE: February 4 2014 SCALE: � „_20, �, Draft: 22036 Drawing i#: C310_3BG1 ex2 Y 1 1, Coastal'9110ch . a • A --' m -- er u/ 0 Y. Y F 1 } 4 - e F r t a ;i ..F e v rr � .__ ..._ __ ---, _.. -;-•rr ...AREA '_:\ ... '-•.` ,` �,. .t „ or y , y } Fireprt y�g — - ^ : -- a/ y -+ O •y. .yr'-; t / �' •"•. '�• .� \ �l��y °F 90ti' - y .._ .-w � - 'r., - .><- ' •, aj- LO ;ila-. �t; y O y Br,�!'•_E,R 'V ° , PafiO I_RQP ,�• ''`.'• '. __ - _ - - \ \ ',^,,! :.ti ,5� ,�.. x'< y y HANCFM kin k y O \ y EN 2 y v .y it AREA y 229 b 3 Location Map \ ° yaY rr=2000f' Lawn •� '` ~ ' t t- \ y l \ \ •e 1 tL y y y ASSESSORS REF.: w y 7 - , 15- , & 16 '' y y y y �� \\ #86 •` 1-• • � ' E � 'I � Map 73 Parcels15 1 2 cc �' 7+ f♦ y \ o- .- / .� ' _ 2 Sty W/F o y `� Dwelling �� 9 ACRES � � , woad �W ,r y - -PROPOSED o Eb ASSESSORS ` :1 `� -'. `5n 1 Sty W/F Deck y y 'y y PORCH Q 1 Q ~ r' _. ^�c� oc , f- l r (.L( t'' } °I / Beach House �o { ZONE. — ° y \10'0'y ,,. #81h"' { i. s�.a Ncw RF-1 y ti i�� \,`.\...• \rya � ` '•� � / y y y 2 Sty eliwgF PROPOSED 4i o ,,'' Q \�0��` , I 1 1 aa�eWa�'`I' : . Area (min.) 87,120 SF (RPOD) Dw PArlo pp� �r B y' TO BE j\ O \\` \• 1 Frontage (min) 20 e Width (min) 125 °) y REMOVED O // SLEE /^` A Lawn 0 y y \it y W W 0 L // REQUIt� • J, a1llL \ Setbacks:AI ' .. ' CL y y •y y 0 '. 1'' r / \` ,4 VO_ °/ ° N �•`O ! lF.j' �(/.a'' ' - �\ / �� y .y y o� po r/ O 4 •,' i• - � - . , ' : ' : . ' : ,r . : . - : • : : ` Front 30' y W ROPOSED . 'ri - JAL k a 0 H l ,. f ;? Side 15' y ` y DWELLING \, �t 09 ri t 1 ,'• �i .Jo ; - - - \ Rear 15' C y N .3'4'.O 0 - -e=Cob e�to \ \\�� 1 1- ` J ,�./ i�•�( J ,/'./. - - - - _ `-`_` , 'O \ y j5xy .Z -Qe� �l i fitg e \ q `�� L , i f / •1'�• 'J:J�' /-/� - - - / o y — —;' �% _ g =`-�,_ °�;�o r 1 j' : : : : -: : ; �� OVERLAY DISTRICT: FLOOD ZONE: s••.,/ 9 \\ G : ' , / . ✓ AP Aquifer Protection District Zones: C , All, & A13 plan) -r - ' -� / - \ �!• . il'i �' �: ' q (see Ian El 1. : ' : ; ; : Estuarine Watershed Overlay Community Panel No. E NG ° 250001 0008 D P \ c 10 1 �, o July 2 1992 TO BEk f DIRECTIONS: o, I ` q �; %/ ' \ �� ' l 1`,j` ' ,� ' : ., : • ' From Hyannis:On Main st. headed West. At ?. N !r �_ \� f/;'r 1!1 i �� • ' Rottery take second exit onto West Main St. Turn Z ore g fi QL _ f N / �� 1 1 , ; ! �� P�oP � \ .o , BOX I /F 11 , • i !?`•;:;'•,' -;•� �' Left onto Pane St. and continue into Osterville. $ O U6S 'Q� S �� ' \� n or yr. Chr; en Realtyr Trust 1 1 �I ; ! ? o Y - '� // ''jam, r ohn F Fish Tr., / ~'r ' Take a left onto Parker Rd. and first right onto r XISANG II �O West Boy Rd. Turn Left onto Bridge St. and �l i� �If BUFIiEfj, J ;'''' continue post gate house. Turn right onto North \ sE�n 0it - •�S / fi Lown TO BE - ,f / �r Lown E htAA(�EMEN )" Y g 9 .'f Bo Road and slight right onto Sand Point. `act / ,y \ O \ / � 1 \ nr-a REMOVED - _� / l, ,Ih /l / rr AREA /;'' r / Sites are at the end. c b 1,0 J \ / ARC , i i/ c� PER ASSESSORS G ` \ \,z i 1 ' o \ / - Ch � •r -- \ / A� 0 //�` t�s4 `� �cobb hhY /// / /� y IS 100 mete ., . 3J I y. / A - PR / �QD / _ - wl NAL �6 _ _ �` , to AL / �i 1 / ' S/ate W./k / 4 r Bri k rfo/k (aJ Lawn ,t 7 x ! r r JAL ON Lj QC \ / n L ffat56 #82 Island \ 2 Sty W F o Dwelling B4 MAGN4IL FF EI=15.6' Lown b , E 50,� / r / BENCH MARK / 4x8 e0 5x4 LOT AREA A L Lawn ,- 1.41 ACRES s $ o� PER ASSESSORS r / Cob ft o F Fireprt .: _ 161 't ��• __ 1 / - _ _ - - - - `�. \ `Fri - _ -_ ,. `• \` _"^`••� :._. /i. ;i _ / I Phrogmibes r' RESOURCE. -.�� W ` Chris'en R Trust ENHANCEMENT \ ` John F Fish r RESOURCE PETER I _ AREA. soltmdrsh ENHANCEMENT \'....__.�,-_ MUM AREA NO.2'9733 CFAL Unregistered �\': • '� , : / Lot 94 _L tv i : - • : Ir : . Registered i 1; _� Approximate High Water Legend: ,� _------ -- -- -- -- -- -- -- -- -- — --- ___ Add Proposed Septic Work 07102114 REVISION: Reduce Pool Patio Size Per Conservation 04/10/14 AwwP - -- -- Deciduous Tree " �\ / , \ NOTES: PREPARED BY: PREPARED FOR: TI TLE 1 Site Plan tCapeSurvProposed Improvements 1.) The property line information shown was /") + Coniferous ree ' - �.; o�' t \ compiled from ovailoble record information. Sullivan Engineering, Inc. John t�ISh /`� t - _._ ti t 1 -a- co Sign PO BoMA 02655 7 Parker Road 6 5 A ll er t on S t t C) � Light Post , 2.) The topographic information was obtained Osterville, � ' t, from on on the ground survey performed on Osterville MA 02655 A 1 0 Guy ° N F or between 31/JAN/01 and 11/OCT/13. (508)428-3344 (508)428-9617 fax (508) 420-3994 / 420-3995fax BOStOrI IVIA 02119 8 ! -86 Sand Point -- Utility Pole , / Barnstable MaSS.0 CB/DH o tAsemeno T Dodge 3.) The datum used is NGVD '29, o fixed meanOHW— Overhead wares � sea level datum. Draft: JOD Review: RRL (Oyster Harborsw ° 5 20 0 10 20 40 g0 - —25— - Elevation Contour s Review.: pS DATE F no� SCALE (� S Underground Utility Line 1 ' Job # C-310.3 G ° tt Draft: 22036 Drawing #: C310_3BG1 ex2 February 4, 4, 7=201 _ _ Coastof 8 ach 111 4P. , _ +0, r 'r � r' r i .... ..,- •_.__.-._ --_ ..._ _,__ __.. ......_. ._.... —. •._-' ---_ ._.__, ._ ..., •tee` C G - — - r _ ._.. .,- ____• .._ -----• '. -mil.s i - _ `'ors,'_.:•- _ 'F 4i ' Si � � s f e M __ - _ ._•-- __.�-�""'..,. __. -• .. - -•-.._ . _ _ `_""_ -. _ . '_•" ._� yet ',, ..• - d 0 1 w. R e •3• k s ESQ RCS'' r i t C - _ y y I 9 awn ... . ..... ... .. t ._... _- y dl } Fire pit �'' .. •" - - � s��. 4y �S'•. .y � � y. \ v v O yB y ° Patio R x• v ; v FER \ y \ HANL1E11� y �, B[f D aFs• v1 AREA zzx w/ Qy �' `y .y y yr y y \e ", \y tih ` �T '•C e-'�$ �' `\ :;;,`,: ` ;``• \ _ r \ ` \ . y y y rah c : : :: = :,;� , a� a�o \ Location Map 1"=2000f' Lawn ° s o �y y y y ,e awn :.;:'.``; , a g ASSESSORS REF.w Q yy „ y y y y y ° #86 1°1 ` i ,I i Map 73, Parcels 15-1, 15-2, & 16 ° y y y y y - '_ 2 Sty W/F Dwelling a 9 ACRES � .' wood ,L PROPOSED c�o ASSESSORS `,, �:` Sn / 1 Sty W/F Deck PORCHro ry y ', � q � .�� o° :I, � j j L Beach House10 '. ZONE: y �l V'0'r #81 \ o ry O,Q� >\��.. 1 9ti�� ` ' fi 'I I. C f =7.s•NG%0 IL RF-1 y. ` 1 I J 3� y V -V 2Dwellin/gF PRpPOSED °�? o /�;/Q�_ \ `. \ \ 0�,�� '�\ / l i ! ( 1 , 11 sa°'°"°tk Area (min.) 87,120 SF (RPOD) TO BE PA OQj tr \ ! r t —_ REMOVED B a`� O /// \��\\ \�\ ' `ow° /. f.J,` i':rl j RRje.wOtt : . : ' Fron to e (min) 20' ED \ o / SLEE �� .0 0� . Lown ./• �• '1. - Width (min) 125 ; • :�- . ,t� \ Setbacks: �� !. �' Fron t 30' ROPOSED 'vim A O or it 0 O '( , ': : : ' : 'i. ' / ` -� Side 15' y \ " y OWEWNG ` s o q - ` l :; ,"'!� ° : .f : : ' ; : ' ; �` Rear 15' �, y\ 0 " " N 34.8' 9 C y (�0 / £b e=1�ne /�r !. / o �� F �� OVERLAY DISTRICT• FLOOD ZONE: ��SFo `, �icy '' /'.,. � .!• . - y ' q �. G , '>. ` ' ' : • AP — Aquifer Protection District Zones: C All, & A13 see plan) D �� x9 ,Q / t �'. '. ' • Estuarine Watershed Overlay Community Panel No. N ° i' �� SEPTI \ �� `�\ 2 Flpc , , ,i° :1 %_ ' i l / . : . : i : , : #250001 0008 D 10' ;/ O July 2, 1992 U, TO BED O ��\ DIRECTIONS: o \ N ` �•' c /I `;, �'i 1� �/ iJ '1`.1 !•r •�°: : From Hyannis:On Main st. headed West. At Rotter take second exit onto West Main St. Turn �` FoP I .o TM- /` D-BOX!�` N/a Left onto Pine St. and continue into Osterville. $ r O v6t �Cjp y // \ .' `\ en or i•, �� Chri en Reality Trust it ' 1 I i - ,r-_. _.• rl `" Take o left onto Parker Rd. and first right onto 0- / �/ + ohn F Fish Tr,, It �1O i1 V ' - t / West Bay Rd. Turn Left onto Bridge St. and p / /. ° t -.,XiSTING 1 t 41 BUFFER, !, i ;'' continue past gate house. Turn right onto North ?\ ` •q / /� /� / / \ i \ TO BE Lawn E HAlEMEN ' r `. Boy Rood and slight right onto Sand Point. s y t ,LbT AREA p Q Lown !t �! �- AREA' �' Sites ore at the end. N rr♦ `\ \ / 7-4 REMOVED,.. /! l-'lr i' i t "p 1.01 ACRES 'PER ASSESSORS TH-2 /// / /� yy_y P�`�� '/,/!/• / Ii / Mete?'` • ""!y — .� ` / S - . ti J l 9 t ED I/y, Q 007 to )O ��/ Y` �;, 1 Q * W S/ote ,Yolk .J - C`C! I , Lawn A i 1 ` r J1ik. ( ` x off/ ' �- / /! 3 0 ' JC i�9• ` o\ bi wCd • _t 27.7� eck -ter A.COCAIO r 1 NI7S ` 1. AL Island \ �: 2 Sty w/F / � �'�� \ x �• Dwelling `BOX �``b / . ,• : ', //W MAG Ah41L s� FF E1=15.6' Lown / 50' BENCH MARK p / 4x8 f / e° 5x4 � (_OT AREA / 3e Lawn �- 1.41 ACRES 0 4b, PER ASSESSORS s 6. � r i r. +'• q h 9 qq` _. Cob N. G Phrogri'mitles / •''�•�` / / OF 1' RESOURCE ( Chrisjen R Trust ��:,• / a ENHANCEMENT . �. \ ` John F Fish r RESOURCE �'.` - i tfnPk'TfR \ 1 / soltmnrsh �' ..```.'-;..�, // / NO. - AREA- ENHANCEMENT / o AREA CN1L !t. `Unregistered is Lot 94 egi is &red t Approximate Mean High voter Legend: -------- -- -- -- -- -- -- -- -- -- - - __ _ __ __ Add Proposed Septic Work 07102114 REVISION: Reduce Pool Patio Size Per Conservation 04/10/1401 \ -- -- - -- • Deciduous Tr e \\\ NOTES. PREPARED BY. PREPARED FOR: TI TLE. \ Site Plan 1.) The property line information shown was CapeSurv Pro osed Im rovements Coniferous Tree 3 a � : a- '` \ com iled from available record information. Sullivan Engineering, Inc. p p = P John Fish Co a —o— Sign t , 2. The to o ra hic information was obtained PO Box 659 MA 02655 7 Parker Road 65 Allerton St At ) topographic P Osterville, Osterville MA 02655 ^�, Light Post ' 1 `� from an on the ground survey performed on Boston MA 02 Q - `V -o Guy ° N/F or between 311JAN/01 and 11/OCT113. (508)428-3344 (508)428-9617 fox (508) 420-3994 / 420-3995fox 9 V 1 86 Sand Pont -- Utility Pole i ti Asemeno T Dodge � CB/DH l 3.) The datum used is NGVD '29, a fixed mean —OHW— Overhead Wires 3 ' 20 0 10 20 40 80 \ ° Draft: JOD Review: RRL Bamstable (Oyster Harbor xMass. w � a t sea level datum. - -25- - Elevation Contour S Review.: PS � ��. , Job #• C-310.3 DATE: SCALE: � S Underground Utility Line February 4 2014 120' a � Draft: 22036 Drawing #: C310_3BG1 ex2 - Y � � I I I I I r I 1 , , 1 , ( 'Q o� L1 E F i o . _. . 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