Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0765 SANTUIT ROAD - Health
7 i5 Santuit Road Cotuit _ a E e R T -mm TOWN OF-BARNSTABLE — 13 LOCATION SEWAGE# �® VILLAGE Ca-flii- A R'S MAP&PARCEL INSTALLERS NAME&PHONE NO. A SEPTIC TANK CAPACITY I T LEACHING FACILITY:(type) /r7 x NO.OF BEDROOMS OWNER PERMIT DATE: s' 1 COMPLIANCE DATE: 0 7 o 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'Im— en Sci ccsq- ��.. ��Z7�i Ao i �f�t� No.. _q _ �' t Fee so rt THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 10 Rpplicati`on for Mi5po5a[ �&p6tem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) Complete System ❑Individual Components Location Address or Lot No. .16.5 Owner's Name,Address,and Tel.No. Ov7-4-we•7-, Assessor's Map/Parcel MA e&6 co r-/3 agw,&Lv7,*,a4fe5� ~.4 o�63 L Installer's Name,Address,and Tel.No. -►'rl Sd N cTvu S'A Designer's Name,Address and Tel.No.�'d d° ''EZU p"X9Z Type of Building: Dwelling No.of Bedrooms / Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) //0 gpd Design flow provided //z gpd Plan Date CAIIA03 Number of sheets / Revision Date 5 Z_/o 9 Title 4J.FsT�rslRT�2 �nsp®s.¢G ,iSe�s<w�t! Size of Septic Tank Zvoo 9~ Type of S.A.S. /y1d,(,cAc c:�A Description of Soil ACr i��la—n Nature of Repairs or Alterations(Answer when applicable) Ld y7,e r 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 Epekpnmental Code and not to place the system in operation until a Certificate of Compliance has been i by this Board of He Sign Date Application Approved by Date G Application Disapproved by: Date for the following reasons Permit No. Date Issued e f _ r ,r ## Na No. t Fee • TH k COMMONWEALTH OF'MA'S'SACH'USETTS Ente�&in-computer: �, Yes PUBLIC ,HE LATH DIVISION -1OWN-0F BARNSTABLE, MASSACHUSETTS ,Yccatfe-n for Z 5po'5 r 6 ongtructioh Permit Application-for a-Permit to Construct O Repair( )"Upgrade(X Abandon O 96-Complete System ❑Individual Components Location Address or Lot No. 76-r S/l NT,ce rT ° Owner's Name,Address,and Tel,No: cv7%twT� refFi Q��E2/e/C /lsy C0.eK Assessor's Mao/Parcel, IWA o(yG ,tor'/3 -.� Installer's Name,Address,and Tel.No.--7?t Sa Aj dousst Designer's Name,Address and' No. Awe e:�:R�tt E�Cf'.Q•d�2T7dd/ .�►, r►z, u,�,s e-vgsoc� lAo"n ' A6fl 3 19 'lpeof•Building;a'" Dwelling No.of Bedrooms / Lot Size sq.1ftf. "Garbage Grinder Other,,,.` Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design F-low(min.required) //O gpd Design flow provided //z Sz8 gpd Plain Date FZA1 03 Number of sheets / Revision Date 3 /ice/a 9 Title 4 gsre rl 7-e_e_ Size of Septic'Tank z000 9 Type of S.A.S. I;VeX A, Description of Soil Jj z. 1 Nature of Repairs or Alterations(Answer when applicable) ReF,-<Awe- 6 77 -L � rf<E -,a�sic.v 1 Date last inspected: Agreement: / The undersigned a sees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance wiWltheY piov s ons of Title 5 of the Er*ironmental Code and not to place the sys`tem,in operation until a Certificate of Compliance has been issued by this Board of alttX Signe ��_. Date / Application Approved by "a' Date I Q Application Disapproved by: �. Date for the following reasons 41 Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - Certificate Of COrilriallce THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( )l Upgraded 'Abandoned( )by /kele^ei ce In 0661e u — at 3G.7— L7414/TGC! i e-v) • ODTu./ 7— has been constructed in accordance with the provisions of Title 5 and t�_-fr s osal S stem Construction Permit No. � dated P� P Y - -- Installer S A C Designer—.4 m, 4be_go ssoo. . �-a Q #bedrooms Approved design flow I (' gpd The issuance of this permit shall not bb 11 construed as a guarantee that the system w(� fru c'on as d's'gned. Date �"/ // © . Inspector ,7_7 No. _ .,>_- Fee J � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS igpo!5a1 *pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( Abandon ( ) System located at -7647 ,s+-Aj 7ze iT k2e) r,9Tcci7" A and as described in the above Application or Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following-local.provisi ns or special conditions.,: Provided: Constru tion must be complet I within three years of the date of t 's-_e it. Date Approved by R, -�-✓� S �+� P� w► -��,' au S�� �s f ow SASS,, �� will— i C 3 i TOWN OF BARNSTABLE LOCATION 7(0 sQ,r,'��c -,�/L.�. SEWAGE# O(VO VILLAGE C -f✓i ASSESSOR'S MAP a � &PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) / (size) NO.OF BEDROOMS OWNER PERMIT DATE: S r COMPLIANCE DATE: 0 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 leachin facili g ty) Feet FURNISHED BY ,- 0 14 C/ 3`1 6 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARINSTABLE, MASSACHUSETTS Yes ZIpPYicati= for �Digpogal *pgtCm Congtruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade X Abandon( ) Complete System ❑Individual Components Location Address or Lot No. -76 s SA atl T tuT . Owner's Name;Address,and Tel.No. a o8 3Ga L 9 3 C?oTwl i �t R T¢t AE12/OAr— /lillo� Assessor's Map/Parcel /3-/Av&6 _Or/3 40/,W4,Wt / �g,P��s�-,r?GE rsr.4 a�63 z Installer's Name,Address,and Tel.No. - X SO M `rou S A. Designer's Name,Address and Tel.No. Amy e,¢.t/ &Xe,�✓A7701V .n..rc, dire-v soe �n/c� 0.0 44oV.4e�si 6.r � uk�T� Type of Building: 'Y Dwelling ' No.of Bedrooms / Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)_ //0 gpd Design flow provided //Z 8 gpd Plan Date i? /i 03 Number of sheets / Revision Date ••5 z/o 9 Title GllsTFyIRT�.� �asPo�r G �6tS'<P/�/ Size of Septic Tank 00610 9 Type of S.A.S. Description of Soil /z F4_ y 4- Nature of Repairs or Alterations(Answer when applicable) Pc9c94_. W,YW 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 E ' nmental Code and,not to place the system in operation until a Certificate of Compliance has been i by this Board of He Sig Date _ Application Approved by Date d Application Disapproved by: Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF:MASSACHUSETTS:-ix, BARNSTABLE,.MASSACHUSETTSw ;.� all Certcf ratt of COmpl ce THIS IS TO CERTIFY,that the On-site Sewage Disposal,System Constructed (.w ) Repaired ._)' Upgraded 'Abandoned( )by )'ke-tF.e/e � � ' �T h riat 3Gr" Jg /7u i T e n ace. with the provisions of Title 5 and r:Disposal System Construction Permit No: 10` dated Installer , z✓.�.s o// `.4ss Cn _r u C bedrooms. Approved design flow:' � .� l] gpd . The issuance of this permitshall not b construed as a guarantee that the system w''1 ct as d Date!/ Inspector —� y — -- --No. � e�- r�8 — — -- — g . Fee �_ ` THE COMMONWEALTH OF MASSACIMSETTS b a: PUBLIC'HEALTH,DIVISION BARNSTABLE,MASSACHUSETTS a =igPoga1 *pgtem Con1tructiott der tt x .Permtssion ts.liereby grantedao,Consttuct (.: ) Repair ( ; ). .-Upgrade ( •t Abandon (' ) # , r . System located at 3�J - �ti Ze r i k ` -'Ca r e T and as described to the above;A hcati f D' osal S .stem Construction Permit.The applicant reco izes his/her du p' Y PP ty, to comply with Title and the following local provisions or special conditions Provided: Con41, stni ust be complet within three years of the date of rt { Date Approved by . S c►� r wlr, <o� 'So^�.l f flies St `S ' �e4 � ,� " (nI�/ -�7j C 3:t`��yF✓ g� �U�.. _: .....1Kluw�'�r^C @ _,E...��..'s`-. ►' ,0v Town of Barnstable °p114E T° Regulatory Services Thomas F. Geiler, Director • r BARNSTABM ' Public Health Division 9Q 163 M ArFpMplA Thomas McKean, Director 200 Main Street, Hyannis,MA 0260.1 Office: 508-862-4644 Fax: 508-790-6304 Date: 215.6 Sewage Permit# ,�2 d oq - i3 Assessor's Map/Parcel Installer & Designer Certification Form Designer: .Yh . d Installer.: 4 Address: ZQ I;-11W A U. Address: o? 7 Cd_1n-(5J tAkk5lQfis l)o IIS . rnA 107_�0 /� s e-e- On Z 7- a p o c G .,-'I /d •Soc/Ze—was issued a permit to install a (da(e) (installer) septic system at 9-a KA (,%T,,; j based on a design drawn by (address) Rdk'r-f �C4 �L-2. dated / (designer) _ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. _�����N OF Mgss9 sta ler' ignature) p ROBERTA. �yG DRAKE cP CIVIL C4 v ,9 No.41642 O C4 fr,. , - (Designer's Signature) (Affix ere) ate& PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVIS ON. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertification form.doc Q ►� .L A.M.Wilson Associates Inc. May 13, 2009 Tom McKean, Director Barnstable Health Department 200 Main Street Hyannis, MA 02601 Re: Mycock Septic System Replacement 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Mr. McKean; Attached please find plans for the above captioned project revised through 5/12/09. Revisions are in response to comments of your staff from 5/5/09 and 5/6/09, as well as to concerns voiced to me by Brian Dudley in a telephone conversation of 5/8/09. I would point out that Mr. Dudley informed me that although he had some concerns,he felt that the 3/20/0.9 revised plan was approvable as it stood. Never the less, the design engineer has made several revisions to ameliorate Mr. Dudley's concerns. Relative to your staff s issues: • Scribner and typographical errors have been corrected; • Note #2 has been rewritten to clarify that both grouted joints and waterproofing are required; • Note 3 has not been changed as we have not been able to find any amendment or errata sheet in Title 5's most current on-line version or in DEP's published policies requiring a standard different than the one used on the plan*; • Note number 18 has been added relative to provision of an "inspection port"; • Internal ballast for the septic tank has been shown graphically on both the tank detail and the system profile; • The outlet tee has been shortened to 14"; • The layout has been graphically clarified to confirm that there are only 2 outlets from the Distribution Box and the D Box detail now shows a DB-3 unit rather than a DB-5 unit; • The septic tank graphic on the plan view scales at I V x 6' and is noted as a 2000 gal tank. * We assume that if the staff wants a different standard they will add a note in red on the plan and date and initial the requirements. 20 Rascally Rabbit Road I Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 As to Mr. Dudley's concerns about the pump on/off floats being,very close vertically and effluent not being passed to the SAS frequently enough, the design engineer has.substituted a pump chamber with a smaller footprint. The reduction in interior air space means that no ballast is required..This allows more useable vertical space. The separation between the o floats has therefore been increased. The smaller storage volume will mean the effluent will be pumped to the SAS more frequently. Using the smaller pump chamber has provided a-6.4' separation between the chamber and the adjacent lot line, eliminating the need for a surveyor's wet stamp'on the plans." z Finally, an additional note has been added (below the engineer's stamp) emphasizing the need to remove unsuitable material_beneath the containment=wall as well as beneath the SAS as Mr. Dudley wanted to'ensure that the containment wall would not be placed on top of the C1 layer of clay sediments. Also enclosed is'a'revised DWIP Application form. Your office is holding our check for the application fee as well as supporting materials on groundwater observations and containment' wall design. If you haven't spoken,directly to Brian Dudley relative to the approvability of the plans based on the previous revision, please do"so as soon as possible. If someone from your office would call when the DWIP has been signed, we`willcome.and pick it up. Thank you for.your assistance in this matter. Yours, A. M. WILSON ASSOCIATES, INC. ' ------------- Arlene M. Wilson, PWS Principal Environmental Planner A Attachment cc: Ron Mycock Brian Dudley IE .. A.M.Wilson Associates Inc. May 13, 2009 Brian Dudley Bureau of Resource Protection Cape Cod office/DEP 973 Iyannough Road/Route 132 Hyannis, MA 02601 Re: Transmittal Notice #WI24951 Mycock Septic Replacement Variance Request 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Mr. Dudley; In accordance with our discussions of Friday, 5/8/09, attached please find two prints of the plans for the above captioned project revised through 5/12/09. Although you stated at that time that you believed the plans revised through 3/20/09 to be approvable, you expressed several concerns relative to the pump and stability of the containment wall. Consequently the design engineer reviewed these issues and made some changes in an attempt to satisfy your concerns. A special note has been added below the engineer's stamp calling attention to the need to remove unsuitable material below the SAS and the containment wall. That is in addition to . Note#9 and General/Wall Note #11. This should ensure that flow from the SAS will not be sealed in by low permeability soils. The design engineer did not think it prudent to utilize a smaller pump. Nor did he think it was a good idea to go to a timer, as in his experience, they are troublesome and unreliable in the long run. To solve your concern about the lack of vertical separation for the on/off floats, he has substituted a pump chamber with a smaller footprint. The smaller internal air volume means that no internal ballast is required, providing more useable depth in the chamber. This allows for greater separation between the on/off float positions. At the same time, the reduced overall storage capacity means that there will be more frequent flow to the SAS. 20 Rascally Rabbit Road ' 1 Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 The smaller footprint for the pump chamber also allows us to provide t6.4' between the chamber and the adjacent property line, eliminating the need for the plans to be stamped by an RLS. This plan is being provided to the Barnstable Board of Health for`review and issuance of the DWIP. I assume that you have/will communicate with Tom McKean relative to the approvability of the plan. We appreciate your assistance and consideration in this matter. Yours, A. M. WILSON ASSOCIATES, INC. Arlene . Wilson, PWS e Principal Environmental Planner Attachment cc: Barnstable Board of Health r Ron Mycock 2 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION CAPE COD OFFICE 973 Iyannough Road, Route 132, Hyannis, MA 02601, Phone: 508-771-6003 FAX: 608-7714156, - DEVAL L.PATRICK Governor LAN A.BOWLES Secretary TIMOTHY P.MURRAY Lieutenant Governor LAURIE BURT Commissioner May 19,2009 Mr. Thomas McKean, Director RE: BARNSTABLE--Subsurface Sewage Board of Health Disposal-Proposed Variance to 310 CMR 200 Main Street 15.000 "Title 5 of The State Environmental i Hyannis, Massachusetts 02601 Code" for Frederick Mycock;7 ' �" f"65 Santurt F ._ � and r - Transmittal No. W 124951 Mr. Frederick Mycock 3291 Main Street Barnstable, Massachusetts 02630 Dear Mr. McKean and Mr. Mycock: The Cape Cod Office of the Southeast Region of the Department of Environmental Protection ("MassDEP")has completed its review of a plan consisting of one(1)sheet,titled as follows: PROJECT TITLE 765 SANTUIT ROAD COTUIT MA PREPARED FOR -� FREDERICK C. MYCOCK o D-- z A.M. WILSON ASSOCI`ATES INC Cn t 20 RASCALLY RABBIT ROAD F,; MARSTONS MILLS,MA 02648 508 420 9792/FAX 508 420 9795 DRAWING TITLE WASTEWATER DISPOSAL DESIGN SCALE: 1"= 10' ' This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep i a Printed on Recycled Paper with a most recent revision date of May 12, 2009. The plan and request for variances>was originally approved'in a letter dated November 26, 2007; however, it was required in that approval letter that-any revisions to the plan cited therein would require approval of both the Barnstable Board of Health and.MassDEP. Accordingly, MassDEP approves the plan with the following conditions 1. Unsuitable material shall be excavated below the footings of the proposed retaining wall and replaced with clean fill meeting the specifications found at 310 CMR,15.255(3): 2. All conditions of the original approval letter, dated November 26 2007 remain in full force and effect. Should you have any questions.regarding this matter,please contact me at(508)771-6047. Very truly yo Brian A. Dudley Bureau of Resource Protec ion BAD cc: Arlene Wilson A. M.Wilson Associates,Inc. 20 Rascally Rabbit Road 11 Marston Mills,MA 02648 P:\bdudley\wpapp\Bamstable\nycockdoc` e „ r` Skip Navigation NlassDEP Horne MAs.Gov Horne 4. State fag�ricies State Online Services site reap. contacts search: ME dep home>water>laws and rules>policies&guidance 'AlmN MassDEP Quick Links: . her Abaut MassDE �,,, Title 5 Guidance: Clarification of Distribution Line Specification Public P���lrip�tionr� iews ...... ....................................v,.....,,,,...,..,.....,.,,.,,.,.,,,,,,..,,, To all Boards of Health I Air t,Climate µ Re: Title'5,310 CMR 15.000 V4la"ter•wasta ateralWatjands Clarification of Distribution Line Specification priorities&results 310 CMR 15.251(5) drinking water 1 Dear Board of Health Member: water resources&wetlands wastewater&septic system As you may have noticed by now,there are errors contained in the soil absorption system pipe laws and rules specifications described in 310 CMR 15.251(5)of Title 5 as it was promulgated.The purpose of this letter is to provide clarification of the acceptable material specifications for pipes to be used for laws distribution lines in leaching trenches, leaching beds,and leaching fields. i regulations&standards I l policies&guidance The Department would like to provide the following clarification: permits, reporting&forms Distribution lines for leaching trenches as referenced in 310 CMR 15.251(5)and for leaching grants&financial assistance beds and fields as referenced in 310 CMR 15.252(2)(h),shall be constructed of either I compliance assistance polyvinyl chloride(PVC), acrylonitrile-butadiene-styrene(ABS), or high density enforcement polyethylene(HDPE). PVC pipe shall be schedule 40 General Purpose Sewer Pipe(ASTM D 1785),schedule 40 Drain, Waste and Vent Pipe(ASTM D 2665)or SDR 35 PVC Gravity Sewer Waste s R"eey fing i Pipe and Drain Pipe(ASTM D 3034).ABS pipe shall be schedule 40(ASTM F 628). HDPE pipe shall meet or exceed ASTM F 810 for Smoothwall Polyethylene Pipe for use in Drainage and r'Toxics&hazards Waste Disposal Fields. ` Cleanup of Sitess SpillsThe above is intended to clarify references to acceptable types of pipe and the ASTM standards Serlui�s Centet , . which should apply to each type of pipe. Please note that smoothwall HDPE pipe is acceptable. The ASTM standard (ASTM F 810)for smoothwall HDPE pipe was included in the original regulation, but it was incorrectly referenced for ABS pipe without any reference to HDPE.The Calendar ASTM standard which should have been referenced for ABS pipe is ASTM F 628 and not ASTM F 405 or ASTM F 810.ASTM F 405 was inadvertently included in the regulation and is not My Community considered acceptable since this specifies corrugated polyethylene coil pipe which is difficult to lay Online Services true to line"and grade. Regional Offices The above clarification,stated in bold, is also intended to address another inaccuracy of 310 CMR 15.251(5)which presently states,"PVC schedule 35 NSF may be used for systems designed for Report Pollution less than 2,000 gpd and where no vehicular traffic is anticipated."As stated in bold above, please s.. ........ note that the correct reference should be `SDR 35 PVC Gravity Sewer Pipe and Drain Pipe(ASTM D 3034) Concerning any proposed installation of systems over 2,000 gpd or where vehicular traffic cannot be avoided, it appears that SDR 35 PVC sewer pipe may be acceptable when properly installed, but the regulation does not allow for it at present.As a general consideration for any pipe material • where'vehicular traffic cannot be avoided,the Department recommends the designer provide documentation that the proposerd, pipe with the proposed bedding and cover can take H2O wheel loads. Until such time as 15.251(5)is revised, hopefully this letter provides some interim guidance on soil absorption system distribution pipe specifications.The Department would like to encourage you to share this information with local designers and installers. Contacts•Feedback•Related Sites•Site Policies•Help r� Mass.Gov•Energy&Environmental Affairs•Department of Environmental Protection 04/213/YU09 16:U'l t•'AX 011`00V1D4J 17tLt,tt191Jvty ivn n1,n\,11%, �- Series SE A R N Spherical Solids Handling www.cranepumps.com Manual &Automatic 1%"$ 2" & 3"Discharge DISCHARGE .......................2"NPT,Female,Vertical LIQUID TEMPERATURE SE411 ...........77°F(25'C)Continuous SE421 ...........104'F(40"C) Continuous VOLUTE..............................Cast Iron ASTM A-48,Class 30 MOTOR HOUSING..............Cast Iron ASTM A-48,Class 30 SEAL PLATE .......__...........Cast Iron ASTM A-48,Class 30 IMPELLER: Design.............2 Vane,Open with pump out vanes on back side, Dynamically Balanced, ISO G6.3 Material ..........Cast Iron ASTM A-48,Class 30 , SHAFT ................................415 Stainless Steel SQUARE RINGS .................Buna-N HARDWARE........................300 Series Stainless Steel PAINT...................................Air Dry Enamel SEAL: Design ...........,Single Mechanical, Oil Filled Reservoir, Secondary Exclusion Seal Material...........Carbon/CeramiclBuna-N o 0 Hardware-300 Series Stainless CORD ENTRY......................15 ft.(5m)Quick Disconnect Cord with plug On 115Volt, Pressure Gromment for sealing and strain relief -1 SPEED.................................1750 RPM(Nominal) UPPER BEARING................Single Row, Ball, Oil Lubricated Load................Radial LOWER BEARING..............Single Row, Ball..Oil Lubricated Series: SE (SE411 & SE421) Load................Radial&Thrust ,BHP 1750RPM 6�A°tz MOTOR: Design ............NEMA L Torque Curve,Oil Filled,Squirrel. , Cage Induction Insulation........Class B SINGLE PHASE...................Permanent Split Capacitor(PSC) - Includes Overload Protection in Motor LEVEL CONTROL..............."A"-Wide Angle, PVC, Mechanical, 15 ft(5m) sub , cord with Piggy-Back Plug, N/O "VF'-Vertical Float, PVC,Snap Action, 15 ft(5m)cord,with Piggy-Back plug. OFF point ONLY is adjustable OPTIONAL EQUIPMENT„...Seal Material,Additional Cord cc us CSA 108 UL 7T8 LR16567 Sample Specifications:Secllon 1 Page 3. DESCRIPTION: SUBMERSIBLE NON-CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS CRANE SECTION is PPUMPS & SYSTEMS PAGE I re - DATE 121OT A Crone Co.Company USA: (937)77MI347 - Canada: (905)457-6223 - International: (937)615-359B U4/Lt$/LUUV 1S:U'1 kAl 0110OV1040 nD ZL.z"ii%. m a-ES@ Clvv: Series SE 2" Spherical Solids Handling BArt M Manual &Automatic www.cranepumps.corn 1%; 2" & 3" Discharge SE411VF SE411 &SE421 (Less Float) i"cries SE411A (M-) 10.75 10.75 (273) 6.32 1.56 (273) 5.32 H40) .56 (40) (135) o o 4 ,fir .vyX 3.86 3.66(98) � (98) 0 • •e-- 7.75 - - -1 7.75 (197) (197) u vLpo uol Vlgl J1 0 I I I J I I L u 1 I 1 Ipnll{Ip13M11 1 I 3 { I L _- 16.76 ' 16176 {a26) I (426) 8.75 (222) 1 ..5. 0 5,00 127 (127) ADJUSTABLE (0 �y STOP MODEL NO PART NO HP VOmpk Hz RPM NEMA FULL LOCKED CORD CORD CORD (Nom) START LOAD ROTOR SIZE TYPE O.D CODE AMPS AMPS inch(MM) SE411 096747 0.4 11511 60" 1750 C 12.0 19.0 1413 SJTDW 0.375(9.5) SE411A 096748 0.4 11511 60 1750 C 1a,0 19.0 1413 SJTDW 0.375(9.5) SE411 VF 100836 0.4 11511 60 1750 C 12.0 19.D 14/3 SJTOW 0,375(9.5) SE421 096750 0.4 23011 60 1750 C 6.2 13,0 1413 SJTDW 0.375(9.5) Mechanical Switch on SE-A,cord 16/2,SJOW,Piggy-Back Plug Vertical Switch on SE-VF,cord 1612.SJOW,o.320(8.1mm)o.D,Piggy-Back Plug IMPORTANT11 1,) PUMP MAY BE OPERATED-DRY-FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2,) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOTAPPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS, 4,) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED INACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSIINFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIAISACOMMON OCCURRENCE. ED GE 2 CRAM E PUMPS & SYSTEMS GE 2 _ TE 12167 A Cmne Co. Company USA: (937)778-8947 • Canada:(905)457-6223 Intemational:(937)615-3598 III A ' I, ` loolilliilllon:a1:1:1� C:MUCH a�°oSTANDARD IMPELLER SIZES :::OC C: NOOSE:MISS _ "■■�■�■'■. ,..� :mn� ■ �n'' ::CC:ON :.C5C:moo : F MIN CC:S■■■mMErj imM MEMOS WI n.T; :. .■■ MEMO nm®■:■.:■. ■n . C limmmn a ]MINIMUM loommes 2101 am is M Bllion" OEs.oi JU C :ISC:�:■....■o■DC■C■■■■■■■......:■� ■. .■.. .. .momonklim� NOXIlumilim C :CCr:'o :1010 IR ,::: misommimm so :CC::G:�:::::simmommon:'.NS 0 MEN MEDI■M:CI::::::mom ::ID:=:�� ISs mossn.■IS . , • 6 ::koC:::loan :MIMOEMME1:C::C:ommonsommono MEN on 9 161hNEC1110% No 0 11; MENEM ON No ommommon�a�■■a���ii:: CCr■:n.�. HIM MENEM .S►C�►CCiD� ■O■mm■■IS■ I ■►\o\, '�■■■►�USE'LL EN "Bosom■■■ moo■■ ■ soon O::CDmC:O�i ii► � 0ii m:i ■ r■i�:nommommm MEW CO ■Cm■:::: nommussoms EN, -ME ME : ��m' ■.■�B■■■■■ .■DO�m:: C: y � ..■■.■■■■ .. ■.... ■�,uam ■.■ . BM■. :Cji9El:: E :rnoih- looml RISEH :C ■ i,� o ::k : NC! ■■miss OMO■ Oman OMEN � M■■■n■C ■■lon ■■■■■ m ■mm■ in ■ CMEN ■OO■■■■■■:■mCMEN M ■a■■■■■■■:: 1OSENESEEMEME : :: : E ► r: 1 � O EM LSE MORON � CC �sC ■Qo a �.n■.miss. C�i m■C IS millj no I Nil 1 Jun 1510 08:54a Acme Precast Cc 508 5481664 P.1 it yj .�� .a..�..•��..err.::.:in.:..»,+x:.®...•w::asrnu•.:.�.m.,.r.�.m,.:a�:..•� :r:✓` SI � O/ � a s ts Plant Loc.adoEa 590 a'fianfaa s�i.. r�, RUL , WeA Fabnouth, MA. 02536 Toll 2 e:; 3 00��. : J.� �!;Ic*��; 1; � ��' ;-: b-916131 F-�, 50�3-54$-1664 rE -. -- ------- A E. Nu:2:hel-()fPag.CS (i:jcluding Covet RT: (C If you de ncff r. .:ir,:, �',1 ,�::� r„ ; E�•_r�; , . ::ontau at 508-548-96C+; ------ _ -- ,. ��➢;s t'1�E11st'."'t'.^: , 5" :s TIA�/+15C r�Z f _ <�::1' u . of ehl e."n-VIV tv which dis addressed., and d1➢ ?' f•.:('llt� !; t!''�1:"i3:13LE '?t f E k�l^\��,.i Z �y .' ,'-Ijide'"Ifi .� -i.-a€i eAGC1E�?t F1'®ni di t' closure 1 Z ndeir aPP .::26le raw. er 11m, E '9�C1.r,C t:t ;.'_•Ei� transni[tta2 not the intended recipient (DC 2f;eElt 'YEe Cb:"Esil le G :;'N 51'31C£. t�- .:.'."rlll.si�jij+! ic�.r-elrocietd a•eeipient, you ire ?i➢e;!'C ' F!!i}xllle- t:aRt Om, dEs;-'ert➢`_,a�YdDfL; 'WIst1"4� T3a:i;}rl i' �� 1'iKlg of this cc�r�tr?uQisa►.ire:A ` SVlc[-..r 4, €alrvh:.te .. Iff YOla sar�-ve r- cci.� d this co► I�,no�nycation in erherrs plea:;: orstV'y us i•n;rn diateF ,lb c(,perai",c.tic at :5 548•'9697, and return �tDl s. ♦ia1.1�911nI1!� �° ,� Ei�p F[1.'�Qr�i ; .. '11,i�E1 S E :E:z i'ti�•S ':AA, 17, Sa?t'vhQ`E'. Thank you ' ��� �i1�0�[AIILY. �J.. •'�QF�1'W�IL v`L..'L���Yr'�1• R . • �. f - Jun 1510 08:55a Acme Precast Co 508 548 1664 p.5 ACME PRECAST. CON5 INC . PLANT ADDRESS; 590 THOMAS B. LANDERS ROAD, WEST FALMOUTH, MA. 02536 MAILING ADDRESS; P.O. BOX 2034, TEATICKET , MA. 02536 PHONE (508) 548-9607 FAX (508) 548-1664 TOLL FREE 1-800-560-9949 i T-214 z u 11'-6 to 6' — �V--H-20-P-RECAST MODIFIED SEPTIC TANK 00,:: PN GALUW I H 1-4' EXTRA S PACrtE F R D:DITTON=AL-ALLAAST c ACME PRECAST CO . , Inc . C) PLANT ADDRESS: 590 THOMAS B. LANDERS RD.WEST FALMOUTH MA. 02536 MAILING ADDERSS P.O. BOX 2034 TEATICKET MA.02536 PHONE (508)-548-9607 FAX(508)-548-1664 TOLL FREE 1-800.560-9949 v 4" INLET BOOT 11'-6" H-20 PRECAST 1500 GALLON �-� --- -, MODIFIED SEPTIC TANK • o 6• — — — I (3) - 24" concrete covers as6„ 4" OUTLET BOOT - 17 71 I 5'-8" 4BOOTT 6 4" OUTLET co I . ( BOOT 7'-2" ICn I I co 6" rn ' PRODUCT W_T6' 2522_ LBSSpCCICICATIOV� T) CONCRETE MINIMUM STRENGTH: 5,000 p.s.i. @ 28 DAYS 310 CMR 15.228:(1) Septic tanks shall be installed level and true to STEEL REINFORCEMENT: ASTM A-615 - 68, GRADE 60 grade on a level stable base that has been mechanically compacted DESIGN LOADING: STANDARD UNITS: AASHO H-20 and on to which six inches of crushed stone has been placed. Jun 1510 08:55a Acme Precast Co 508 548 1664 p.3 ACME PRECAST GO . , INCE PLANT ADDRESS; 590 THOMAS B. LANDERS ROAD, WEST FALMOUTH, MA. 02536 MAILING ADDRESS; P.O. BOX 2034, TEATICKET , MA. 02536 PHONE (508) 548-9607 FAX (508) 54871664 TOLL FREE 1-800-560-9949 " inlet boot 2" outlet boot I I I i L J. 5' 30" x 30" hatchway cast in to top 6 K. 6' 4"inlet 71-2 I 2"outlet 6„ boot boot 811 H-10 PRECAST 4' X 4' X 6' I.D. PUMP CHAMBER WITH 30" X 30" HATCHWAY SPECIFICATIONS Concrete Minimum Strength: 4,000 P.S.I.at 28 days Pump Chamber shall be installed level Steel Reinforcement. 6" x 6" x 10 ga. steel wire mesh and true to grade on a level stable base . Design Loading: standard units - AASHO - H-10 Jun 1510 08:54a Acme Precast Co 508 548 1664 p.2 , ACME PRECAST, CO. ,. INC . PLANT ADDRESS; 590 THOMAS B. LANDERS ROAD, WEST FALMOUTH, MA. 02536 MAILING ADDRESS; P.O. BOX 2034, TEATICKET , MA. 02536 ,PHONE (508) 548-9607 FAX (508) 548-1664 TOLL FREE 1-800-560-9949 a 5, H-1«0 PRECAST 4' X � - , . _ • 4 X 6� I.D. PUMP CHAMBER WITH 30" X 30" HATCHWAY w a,n, :. :3,, � �G c 04/28/2009 15:07 FAX 6178891543 WILLIAMSON NE ELECTIC 1&003 w e Series SE L)ARNLOW 2" Spherical Solids Handling Manual &Automatic www.cranepuMps.com 1%"$ 2" S 3" Oischarge DISCHARGE .......................2"NPT, Female,Vertical LIQUID TEMPERATURE SE411 ...........77"F(25°C)Continuous SE421 ...........104'F(40"C)Continuous VOLUTE...............................Cast Iron ASTM A-46,Class 30 MOTOR HOUSING..............Cast Iron ASTM A-48,Class 30 SEAL PLATE ......................Cast Iran ASTM A-48,Class 30 IMPELLER: Design.............2 Vane, Open with pump out vanes on back side,Dynamically Balanced, ISO 06.3 Material ..........Cast Iron ASTM A-48,Class 30 SHAFT ................................415 Stainless Steel SQUARE RINGS .................Buna-N HARDWARE........................300 Series Stainless Steel PAINT...................................Air Dry Enamel SEAL: Design ............Single Mechanical,Oil Filled Reservoir, Secondary Exclusion Seal Material...........CarbonJCeramic/Buna-N Hardware-300 Series Stainless CORD ENTRY......................15 ft.(5m)Quick Disconnect Cord with plug On IISVolt,Pressure Gromment for sealing and strain relief SPEED.................................1750 RPM(Nominal) UPPER BEARING................Single Row,Ball,Oil Lubricated Load................Radial LOWER BEARING..........._Single Row,Ball,Oil Lubricated Series. SE (SE411 & SE421) Load................Radial&Thrust HP 1750RPM, 60Hz MOTOR: Design ............NEMA L Torque Curve,Oil Filled,Squirrel >f Cage Induction Insulation........Class B SINGLE PHASE...................Permanent Split Capacitor(PSC) Includes Overload Protection in Motor LEVEL CONTROL.................A'•Wide Angle, PVC, Mechanical, 15 ft(5m) ur�le cord with Piggy-Back Plug,NJO drug "VF"-Vertical Float, PVC, Snap Action, ` 15 ft(5m)cord,with Piggy-Back plug. OFF point ONLY is adjustable OPTIONAL EQUIPMENT.....Seal Material,Additional Cord C S�(hus CSA 108 UL 778 LR18687 Sample Specifications:Section 1 Page 3. DESCRIPTION: SUBMERSIBLE NON-CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS SECTION 18 E PUMPS & SYSTEMS PATE , DATE 12107 A Crone Co.Company USA: (937)778-BP47 - Canada: (905)457-6223 - International: (937)615-3598 04/28/2009 15:07 FAX 6178891543 WILLIAMSON NE ELECTIC IM004 Series SE 2" Spherical Solids Handling B A E EN Manual &Automatic www.Cranopumps.com 9%", 2" & 3" Discharge SE411VF SE411 &SE421 (Less Float) 1Tch.. S E411 A (mm) 10.75 10.75 (273)�..5.32 1.56 (273)� 532 ( 0) (135)—� 1.56 1 (40) G 0 3.86 rs .v�� 3.86 0 (98) (90) 7.75 - - 7.75 (197) (197) 7111 JJ( NI y10o � O I i 1 I I I xx I I J I l a l 1 Y I 1 " I IIIn111NRIO11 1 J 16.76 1U 16176 (426) I (426) 8.75 (222) 1 5. 0 5.00 127 (127) ADJUSTABLE STOP tt MODEL NO PART NO HP VOLT/PH Hz RPM NEMA FULL LOCKED CORD CORD CORD (Nom) START LOAD ROTOR SIZE TYPE 0.0 CODE AMPS AMPS inch(mm) SE411 096747 0.4 115/1 60 1750 C 12.0 10.0 1413 SJTOW 0.375(9.5) SE411A 095748 0.4 11511 60 1750 C 12,0 19.0 1413 SJTOW 0.375(9.5)' SE411 VF 100836 0.4 11511 60 1750 C 12.0 19.0 1413 SJTOW 0.375(9.5) SE421 096750 0.4 230/1 60 1750 C 6.2 13,0 14r3 SJTOW 0.375(9.5) Mechanical Switch on SE-A,cord 16/2,SJOW,Piggy-Back Plug Vertical Switch on SE-VF,coro 16/2.SJOW.0.320(8.1mm)O.D.Piggy-Back Plug IMPORTANT I 1,) PUMP MAYBE OPERATED'DRY'FOR ExTENDED PERIODS WITHOUT DAMAGE TO MOTOR ANDrOR SEALS. 2,) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 11 HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOTAPPROPRIATE FOR THOSE APPLICATIONS SPECIFIEDAS CLASS I DIVISION I HAZARDOUS LOCATIONS, 4,) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE wITH THE NATIONAL ELECTRIC CODEANSIINFPA 70ANDIOR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA ISACOMMON OCCURRENCE. SECTION 19 CRgN E PUMPS & SYSTEMS PAGE 2 _ DATE 12ID7 ACrane Co. Company USA: (937)77"947 Canada: (905)d57 6223 International:(937}615-3598 �M1 .: .:: _. ...Y .. noon..:....•. :. e 1 • • 1 ' HIM C C::CCCCC�EE��E STANDARD IMPELLER SIZES : o� :C m= Elm::: Now ■ EM:M.@ .....E..E........a.:..... ._ . . m no SEM EN -- ---- � Ron an M fi-� PIRPM ��-� �s.o.u�s:■.•�E�.�a'"' ' ` ■ an BE m m:c.:n■:a ::Cones 11,111111 a MEMO n . SPIN ...E : mammon m:omm.soo :n :: III : :OREnEe : m :: s :NC •s■ m: In'EHM" in. i:E m EE6 mC:.ms��E n I ....... .., C..n■ Nummommon....an�j . ■.. .■n. .■■■.■■■ �rh\.`...■. . ....■...;Or'm:::gE....�'.mE■n■ ■: .• , , -� .s.mm.....o:m::.�■CCmEE:cmm ::::::••a=�.1E.��:E►. :Eoo:m:C= . ■■ suns ■►�■s, 4■s■►� Noon n■■s■■■■■ .ess■ 'Moss �iii 'mi■i'.G ■■►�C Q�' w�6►4 ■■��q�• :oommommom a �Ei.C■m: ■o■ ons■n..�■. ■■■h� ■:Ei�ii■■ ■■ ....CC� EgEm■ .■. ...n...:::C:m E■.. EmEE'EEEE ' '� EHEE0110j, EEEE9EEE�NINO E■ ■.na. .■�.\■.■►`fin.`■son �..�.,■.. ■ ■■■....■■ ..■■.n .�.......v.s.•E ■EE�,vu.n::smm ..■.■......: EEEEE:®E� gEE 9E9�� � �� E �9�� gEEElEEE E:E�r� EE ■■■ E.■■■� .■.� ■.. ■■ ■.■ .■■ ■ m::::CE:CC .■■ 1■...■►�.■�.\■er►�MEN C�►\ .■■■mono: s.■: C ■■ C.■........ noon. ■\\ ■.■.■►7■ • .n .■■■ ..■ .■...■■■■ � ■.■ ■ ■ ■■ ■■. ` � �C.■■Cm■■■. ■ .... . .m■ .■noun �►� 9 1. .eg...`�8■.,o....■.... .mg .. m C:■ ..�■■■. ..1.■► .■. sons.... roe■..... . ImN MENEM Cri:CC:i■: 0 0 LIE Tii mmmms '� '�mi:m:::m::mCE100 .m: 111111 .E ... . ....■.Owl 111 C�'C:mmm:mCCC C'mmmm m�: �� :mi 'Nm'm■■■C►��►1•••■ 'fir g EEICC CC : �:::: : ' .140,` :: •• MMIII E.EE g�a..■ss.nns ..■..�.�..��.9� .. SECTION Y • • . _ ... •1 . _ . . _.:_ noon: Town of Barnstable P# Departiment of Regulatory Services Public Health Division Date o e --0 �'OrED MJd�,� 200 Main Street,Hyannis MA 02601 Date Scheduled - tme. Fee Pd. D D Soil Suitability Assessment for,Sews' a Des osal a N �Performed By: s�l�PIt4t,5�1 ` `T� o�l_�` Witnessed By: OCATION&-GENERAL-INFORMATI N �C Location Address Owner's Name� j'' w Address Assessor's Map/Parcel: (e •.- i ' - Engineer's Nam \-� NEW CONSTRUCTION REPAIR Telephone# Land Use sip Nft..rla Slopes,(%) L 5 Surface Stones . Distances from: ,Open Water Body - $ fi Possible Wet Area 4b tt` Drinking Water Well �1q_ft Drainage Way > boo ft Property Line ' `> 110 ft Other $ SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) WJ 0 I�Ist� 14< +1 I1� t�'�KJI.t"'tir V� Z�& •• 1 1 t 1�r Q? Parent material(geologic) Q 5, Depth to Bedrock T 5 l it Depth to Groundwater. Standing Water in'Hole: l O e r Weeping from Pit FaCc 3 11 Estimated Seasonal High Groundwater zAi DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 0 C35FtzykAe. DQ\,,�. Depth Observed standing in obs hole: __._In, Depth to sell mottles: in, Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: Index Well level- Ail,factor_ Adj,Groundwater Level PERCOLATION TEST bate v : + i'hnmt.. Observation Hole# Time at 9" Depth of Pere ji Start Pre-soak Time @ t o; o' — 1Ime(9"•6") ..1`O____�__'t t►tiJ___ ___ End Pre-soak AA;"l r L t►-A 1 N,. `ZAI(� Rate Min./Inch Site Suitapil'ty Assessment: Sit Passed Site Failed: Additional Testing Needed(Y/Nj Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil er Surface(in.) (USDA) (Munselt) Mottling (Structure,Stones,Boulders. consistency, vet ftzlA.t L's 0-(M 31-L, QN >, �oo�ti.� � 5 2u ul2t*e. s��rK c�o,�i►-o ., s ,o�c3�� ce.s to G tp.� -�R 3 Yr�� tc.ort Si1C�� SA:=1u►a.A ... 2.'i`� ��L \° g°'� (st s�K..�S tt ,� a -l V L 3 hnrt - u SANE' —I C-4 LA,ktS 1.I6 DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil they kAu-Lv-- Surface(in.) (USDA) (Munselt) Mottling (Structure,Stones,Boulders. Cons' "ecv.%Gravel) Z.t 1 `13 r'sr�oL 4� 51a. - `► Ti Imo`. v4 Ft t7. S.L. I p"i IL (o cv 1"�10Dri r..+ IZI.! '1�3t'LCr" 8- 1A S n` VL .f$\ %f Bco 2u V e* 4 D DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselt) Mottling (Structure,Stones,Boulders. Consistengy. o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselt) Mottling .(Structure,Stones,Boulders. onsi t n s Flood Insurance Rate Ma : A Above 500 year flood boundary No_ Yes Within 500 year boundary No= Yes Within 100 ye ar_flood_boundary-No es Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area for the soil absorption system? proposed If not,what is the depth of naturally occurring pervious material's Certification I certify that on 3 95 (date)I have passed the soil evaluator examination approved s the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,ex ertise and experience described in 310 CMR 15.017. Signature Date ° " 0 Q:\SEPTIGIPERCFORM.DOC a A.M.Wilson Associates Inc. LETTER OF TRANSMITTAL TO: DATE: FILE NO: i3z v RE: ylyCrr�c � Dze K��c � cu.rir We are sending you the following items(s): Copies Date Description Rom• 7W4VAGki /W ks-,Q G e's Gkl"• COMMENTS: 00 Z cue Please do not hesitate to call us with any questions. If enclosures are not as noted, kindly notify us at once. Signed 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 Town of Barnstable A UARNSTABLE. f FaQ L639 ,�` Regulatory Services Department Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO April 17, 2009 Ms. Arlene Wilson 20 Rascally Rabbit Road Unit 3 Marstons Mills, MA 02648 Dear Ms. Wilson, The proposed septic system plan dated revised 3/20/09, designed to be locatedat`765 .,r---Santuit Road Cotuit, is approved subject to the following: The engineering plan shall be revised to show rubber boots at the septic tank inlet, outlet, and along the bottom. - The engineering plan shall be revised to show pump curves and specifications. r - The engineering plan shall be revised to show correct buoyancy calculations. A - The applicant shall obtain written approval from MA Department of Environmental.Protection based upon the revised submitted;plans. The Health Division v stun staff is aware that the proposed septic tank and pump chamber are designed to be located below the highest groundwater table elevation. Sina, c T I can —Cc: David Stanton, R.S. Brian Dudley -_ 'b�j inn /� C�� / �. � ,�_yew ��� A.M.Wilson Associates Inc. TO: Tom.McKean FROM: Arlene M. Wilson _Pz \ 6\ RE: Mycock Septic Replacement 765 Santuit Road, Cotuit (Our File No. 2.1322.00) DATE: May 6, 2009 Tom— I wanted to list, for confirmation, the additional corrections and revisions you and your staff �dc have requested to be made to the Mycock septic plans as provided to me by telephone 1 yesterday. I want to make sure that I didn't miss anything or incorrectly interpret what you relayed. �) Correction of scribner's errors/typos: Miorandi, Variance, Note 17—portions, wall note 8 —mortar; /,/---2) Note 42 —add "as well as waterproofing re u' er not s below."; _p U Note #5 -add PVC gravity lines s e ASTM D 3034; e n i�� 6- 3 r 3 (0 C u� ® 13 p �ar1'I�r Inspection ports shall be show r V 5) Show internal ballast graphicallyon the septic tank detail and the system profile in addition to the descriptive notes provided previously; 4C vAh 6) Check and change if necessary the depth of the outlet tee from the septic tank as staff believes 19.5" may be deeper than required; � ,,,��C.A(l ✓i/ 7) Clarify graphics on the number of outlets from the "D" box on both the detail and they ��- layout; 8) Confirm on the layout that a 2000 gal. tank is bein used.Talbv g ° � � As se?�P� 20 Rascally Rabbit Road -I 0 hl c, 1�—e z,.. � ( L Unit 3 c G�c`m�08 420-9792 Sc►.I Marstons Mills, MA 02648 ���� �j„�' 1 FAX 508 420-9795 0 X 6 i, ST SLwf Iu'�C sL id j I ` X 6 �j l Also, optionally, if the design engineer believes the tank and pump chamber can be set 0.3' apart, the pump chamber can be moved to 10.0' off the house and the tank can be moved to 5.0' off the property line to avoid the need to obtain the surveyor's wet stamp. Please be advised that except for issues 5 and 8 above, the remainder of items which are the subject of the current staff comments have been shown on the plan without comment through the previous three plan reviews by your staff. We were under the impression after our meeting of 4/15/09 that the changes then requested and confirmed by letter of 4/30/09 constituted all plan changes required by your Department. I would hope, therefore, that this review has raised absolutely every plan change that you will require. If I have missed any of your comments, please get back to me within 48 hours so that this can truly be the last revision for this project. Thanks for your help. - Arlene cc: Ron Mycock .2. MEW- MAY-05-2009 16:56 P.01 A.M. WILSON ASSOCIATES, INC. FAX NUMBER ( 508 ) 420 - 9795 FACSIMILE TRANSMITTAL SHEET TO FROM; Tom McKean, Director Arlene Wilson Barnstable Health Dept. DATE: 5/.S/09 FAX 'I OTAl.NO. OF PAGES INCLUDING COVER; FAX: 508-790-6304 1. ❑ URGENT ❑ FOR REVIEW ❑ PLEASE CALI. ❑ PLFASE REPLY NOTES/COMMENTS: RE: Mycock Septic Replacement 765 Santuit Road. Cotuit (Our File No. 2.1322.00) Tom - In accordance with our discussions of earlier today, and on behalf of my clients we are granting an extension of time for your Department to process the DWIAP in the above captioned matter until 1 week following the completion of Brian Dudley's plan review for DEP. - Arlene IF COMPLETE DOCUMENTATION IS NOT RECEIVED,PLEASE CONTACT US AT(508)420-9792 TOTAL P.01 -jr ill RiiS OA BLE 9 APR 30 P11 3- 37 • .ice - •R• .J• . i, April 30, 2009 A.M.Wilson Associates Inc. v1V.5 1 inW Tom McKean, Director Barnstable Health Department 200 Main Street Hyannis, MA 02601 Re: Mycock DWIPA 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Mr. McKean: Attached please find revised plans for the Mycock Septic System Replacement now bearing a date of 4/29/09. In accordance with our discussions of 4/15/09, the following changes have been made: • In addition to the waterproofing note previously on the plan (NOTES #17) an additional note has been added on the Septic Tank Detail(#2) calling out again the need for watertight connections. • Pump curves and manufacturer's pump specifications are attached to the plans. • Buoyancy calculations are provided for both the septic tank and pump chamber. r-A Because the site is periodically subject to tidal flooding, we have used the weight of salt water, 64 lbs/sq. ft., rather than fr"'esh water, 62.5 lbs/sq. ft., in our calculations. In order to ensure a 4' liquid depth.infthe septic tank after installation of 12" of ballast, the plan now shows a 2000 gal tank with the same width and length dimensions as the 1500 gal tank called for previously. Copies of the plan have been provided to Brian Dudley at the Hyannis office of DEP for his approval. Yours, A. M. WILSON ASSOCIATES, INC. Arlene M. Wilson,.PWS Principal Environmental Planner Attachments cc: Ron Mycock Brian Dudley 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 a ._. r A.M.Wilson Associates Inc. April 30, 2009 Brian.Dudley Bureau of Resource Protection Cape Cod office/DEP 973 Iyannough Road/Route 132 Re: Transmittal #W 124951 Mycock Septic System Replacement Variance Request 765 Santuit Road, Cotuit, MA (Our File No. 2.1322.00) Dear Mr. Dudley; 'Attached please find copies of plans for the above captioned project as revised through 4/24/09. The most recent revisions attempt to address your concerns as relayed to us through Donna Miorandi, Barnstable Health Agent, as a result of her meeting with you on 4/15/09. As to the buoyancy calculations, you will note that the design continues to use the weight of saltwater, 64 lbs/sq ft, rather than the weight of freshwater, 62.5 lbs/sq ft. The system is immediately adjacent to the shore in an area subject to flooding. FEMA projects an I F tide elevation in a 100 year event. MSL is elevation I.T. The salt marsh extends to elevation 3' indicating root zone inundation at least once a month. The design engineer has a concern that in flood conditions of less than a 100 yea r r event the site will be inundated with saltwater and it is his professional opinion that ballast should, therefore, be designed for the saltwater condition. In order to ensure that there will be 4' of liquid depth in the tank, the design now calls for a 2000 gal tank with the same length and width as the previous 1500 gal tank. The extra depth allows for 12" of internal ballast while ensuring sufficient depth for effluent. An H-20 tank will also provide some additional ballast. Calculations are now called out for both the tank and the pump chamber. Ms Miorandi suggested that you were particularly concerned about the tank and um chamber connections being below groundwater. This condition has not changed since you first denied our request for a tight tank. Even that design showed high groundwater to be at 2.75'. The observation well data only resulted in a 0.03' increase in that elevation. The inverts to the tank and pump are essentially the same as those approved in the Department. Variance of 8/24/07. Considering the site topography and geography, once you required an on-site disposal system, the relation of the piping to groundwater was a given. 20 Rascally Rabbit Road 1 Unit 3 508 420-9792. Marstons Mills, MA 02648 FAX 508 420-9795 Waterproofing in accordance with 310 CMR 15.22 is, and was, called-for under general Note #17. An additional note has been added in the septic tank detail. Watertight connections are also called out on the pump chamber detail. We are also providing, for your records, the entire submission package as provided to the Barnstable Board of Health. This package includes: • pump curves and specifications; • structural design for,the.containment wall; 0 copies of both the Board of Health Variance and the Department Variance; • the 1 bedroom deed restriction as previously recorded in the property Chain of Title at the Barnstable Registry of Deeds. I would call your attention to condition 3 of the Department's Variance. Based on information derived from the observation hole and percolation test, no changes to the system design were required. Based on subsequent observations in a monitoring well required by the Barnstable Health Department Staff, an upward adjustment of 0.03' was required for the SAS. This is the only substantive change that has been made to the plans which might be deemed to require your additional review under the conditions of the Department Variance. Please let me know as soon as possible if you are willing to sigh off on the plans or if we need to proceed with our meeting of 5/13/09. Thank you for your assistance in this matter.- Yours, A. M. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS Principal Environmental Planner Attachments cc: Ron Mycock Tom McKean 2 Town of Barnstable MAM • I 9� 039 ,0� Regulatory Services Department Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Ms.Arlene Wilson,PWS November 17, 2008 Principle Environmental Planner AM Wilson Associates,Inc. 20 Rascally Rabbit Road,Unit 3 Marstons Mills,MA 02648 RE: 765 Santuit Road Dear Ms.Wilson, I am in receipt of a copy of your letter addressed to Donna Miorandi dated November 10,2008. In the letter,you indicated that you have a problem with the requirement to install a monitoring well and to provide 30 days of groundwater level observations at the above-referenced site. You stated that you used the redoximorphic feature observation method,by observing a"gleyed soil color of the C layer." Therefore,you indicated that you are not required to determine high groundwater at this site using any other methods contained with section 310 CMR 15.103. However,during the soil evaluation,the certified soil evaluator Stephen Doyle did not verbally state to the health inspector that there was a redoximorphic feature to observe. Also on the submitted assessment record submitted by Stephen Doyle dated September 20,2008,the redoximorphic feature observation was not mentioned. , Also,water was observed weeping at 36"depth according to his assessment report,at the same depth as the gleyed layer documented in test hole#1. The assessment report records an estimated seasonal high groundwater at 24 inches below the surface. This depth conflicts with the redoximorphic feature observation information. In addition,the soil evaluation and water level measurement was conducted approximately four days after the full moon tide occurred,rather than the same day as the full moon,resulting in a lower water level reading. For these reasons, it is the opinion of the division that onsite well monitoring should be conducted as originally required. Sincerely yo s, Thomas McKean CC: Wayne Miller,M.D. Donna Miorandi,RS Town of Barnstable &1TiNSCABIE, IMAMS. A Regulatory Services Department O� 039. �0 , - Public Health Division . 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A..McKean,CHO November 14, 2008 Ms. Arlene Wilson, PWS Principle Environmental Planner AM Wilson Associates, Inc. 20 Rascally Rabbit Road ` Unit 3 Marstons Mills, MA 02648 RE: 765 Santuit Road Dear Ms. Wilson, I am in receipt of a copy of your letter addressed to Donna Miorandi dated November 10, 2008. In the letter, you indicated that you have a problem with the requirement to install a monitoring well and to provide 30 days of groundwater level observations at.the above- referenced site. You stated that you used redoximorphic feature, a"gleyed soil color of the C layer." Therefore, you stated that you are not required to determine high groundwater at this site using any other methods contained with section 310 CMR 15.103. However, on the submitted record from the certified soil evaluator, Stephen Doyle dated September 20, 2008, a"redoximorphic feature"was not mentioned in his assessment report. Also, water was observed weeping at 36" according to his report, at the same depth as the gleyed layer documented in test hole #1. In addition, the soil evaluation was conducted approximately four days-after the moon tide occurred, accordiung to Health Inspector Donna Miorandi. For these reasons, it.is the opinion of the division.that onsite well monitoring should be conducted as originally required. Sincerely yours, Thomas McKean n TAB 26 A.M.Wilson Associates Inc. November 10, 2008 Donna Miorandi, Agent Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: DWIPA for Frederick 'Nlycock(A=006=016) . 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Ms Miorandi; This will confirm your request for additional information relative to the DWIPA and plans in the above captioned matter provided to your office on 11/6/08. It is my understanding that you want the wall landscaping required by the project Variance added to the plan together with the stamp of the RLS responsible for the base.survey;.neither of which iS a probleirm'- We do have a problem with your requirement to install a monitoring well and provide an'. additional 30 days of groundwater observations. As you may be aware, this project has been the subject of extended review both by the Barnstable Board of Health and MDEP. During Variance proceedings, the Cotuit Oyster monitoring information was used because that site is in a similar landscape position relative to the adjacent water body on which it is located and because the tide range for the two sites are similar. Staff had ample opportunity to,review the documentation at that time. The Board, as a result of Staff recommendations did not require . 30 days of groundwater monitoring to determine high groundwater for design purposes. Rather, they required, as the first Variance condition, that the applicant undertake a percolation test and show its results on the plan used for DWIPA purposes. The percolation test, it is my understanding, was to confirm percolation rate and groundwater elevation used in the original design. As you are aware, that design used 2.75'NGVD as high groundwater based on the Cotuit Oyster site. MHW for the Mycock site is 1.7'NGVD. Groundwater observed in the test hole on 9/19/08, the day of the percolation testing, was 1.75'NGVD, a. full foot lower than used in our design and 0.25' higher than MHW. The hand dug test pit located at the upper salt:marsh/beach,limit showed water at 24" down or 1.0'NGVD; 0.75' lower than the hole at the front of the lot. -Hole#2 was dug±1'/2 hours after low tide. This indicates tidal influence in the sandy soils adjacent to the water but much less tidal influence , in the front of the lot where groundwater seems to be ru hingover the'gleyed; silty Ci layer. 20 Rascally Rabbit Road 1 Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 I We have, however, out of an abundance of caution, continued to use 2.75' NGVD as high groundwater for design. 301 CMR 15.103(3)(3) suggests that high groundwater should,be determined using redoximorphic features, if present. In this case, that would be the gleyed soil color of the Cl layer starting at 36" below the hole surface; elevation 1.75'NGVD. Additionally, the Regulations say that information may be supplemented with spring high groundwater observations, USGS well correlations, the "Frimpter" method, a Department approved method in coastal°areas, or 30'days of monitoring. Here, we have supplemented the redoximorphic features of the soil with monitoring information from a similar location even though this supplementation is not required by the Regulations. Further, our methodology for determining high groundwater was presented to the Department which, in its Variance as Special Condition#3, required a percolation test to be performed and revisions made to the plan only if that test showed a higher groundwater than the elevation we had used, not 30 days of monitoring on-site. Thus, the Department approved the methodology for high groundwater determination at this coastal site as required by 310 CMR 10.103(3)(b)(4) without additional on-site monitoring. We believe, based on prior review by your Department, your Board, and DEP, as well as requirements of Title 5, that no additional groundwater monitoring is required at this site. Revised plans with landscaping and RLS stamp will be provided to your office shortly as the basis for DWIP. Your consideration in this matter is greatly appreciated. Yours, A. M. WILSON ASSOCIATES, INC. Arlene . Wilson, PWS Principal Environmental Planner cc: Wayne Miller, Chair Ron Mycock 2 r h t dl�t r Barnstable y� Town of Barnstable ► ;edceC f MAS& $ Board of Health i6S9 �� mod+ ° .200 Main Street, Hyannis MA 02601 zoos Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi September 17, 2007 Ms. Arlene Wilson A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road. Unit 3 Marstons Mills, MA RE: 765 San'tuit'Road, Gotu t A - 006 Dear Ms. Wilson, You are granted variances on behalf of your client, Frederick Mycock„ to construct an onsite sewage disposal system at 765 Santuit Road, Cotuit. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The soil absorption system will be located only 40.3 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet setback required. Section 360-1, Town of Barnstable Code: The pump chamber will be located only 22.5 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet setback required. Section 360-1, Town of Barnstable Code: The septic tank will be located only 28.2 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet setback required. Section 360-1, Town of Barnstable Code: The distribution box will be located only 41.5 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet setback required. Q:\WPF1LES\WilsonMycock2007new.doe 310 CMR 15. 212: To install the soil absorption system four (4) feet above the groundwater table, in lieu of the minimum five (5) feet separation distance required. 310 CMR 15. 211: To install the building sewer within ten (10) feet of a water line. 310 CMR 15. 211: To install the disposal facility above the waterline, rather than 18" below as required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to show percolation test results, soil evaluations, a complete listing of variance requests by the proper code and section numbers, a land surveyor stamp, and without a holding tank. (2) No more than one (1) bedroom maximum is authorized at this property. (3) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to one (1), before the applicant obtains a disposal works construction permit. (4) The footprint of the building cannot be increased or changed in the future. (5) There shall be no increase in habitable space in the future without prior written approval of the Board of Health. (6) Plantings shall be provided along the retaining wall which will mature to at least the height of the retaining wall, designed and installed in accordance with the National Nurserymen's Association. The existing septic system has failed. This variance is granted because an onsite sewage disposal system would appear to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. Sincer yours, CG ayne filler, M.D. Chair n Q:\WPFILES\WilsonMycock2OO7new.doc d fjZ 7 a o 7 '� r:. •t .t.. ;'y' �`r,:.t: N. �//mot _ p �/ A.M.Wilson Associates Inc. August 27, 2007- Barnstable,Board of Health 200 Main.St.,, Hyannis MA.02601 3 RE: Mycock Septic System Variece ` �= Modification Request ci 765 Santuit Rd., Cotuit (our file 2.1322.0) Dear Board Members: Attached,please fmd revised plans in the above captioned matter which,together with this litter and the attached abutters notice,make up our request for the Board to modify the previously issued Variance for a tight tank to replace the single cesspool currently servicing the site's one bedroom dwelling.. As you are aware, Brian Dudley the project reviewer at DEP's Wastewater Division has strenuous objections to the use of tight tanks. Currently,he has refused to approve a tight tank for the subject site and is insisting on the installation of an on-site pumped and mounded septic system. The attached plan represents our attempt to site such a system here. It requires numerous Variances from Title V and your local regulations. Because it is different from your original grant of Variances for the site, we are requesting that you review the plans.as a Variance Modification. At the request of your staff,because of the length of time since your original : review and the significant differences in the system design,we have notified the abutters of the application. Copies of both the abutters list and notice are appended here. Because the land area constraints, we have limited the SAS to a capacity sufficient for a single bedroom's worth of flow. A deed restriction will be recorded prior to issuance of the Disposal Works Permit limiting the.dwelling to a single bedroom. The vertical separation to monthly high groundwater is proposed at 4'. Five feet is provided from the containment wall to the street property line and from the SAS to the wall. The SAS is f40.3' from the adjacent BV W. It is±16.5'from the foundation line of the building. The tank and 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 pump meet setbacks to the building,but provide only±28.2' and±22.5'respectively to the adjacent BVW. Both of these vaults will be; monolithic,waterproofed,and fitted with water tight covers due to their location in a coastal flood plain and partly below projected high groundwater. Also attached is the letter to Mr. Dudley which discusses drainage and safety issues. We understand that this matter will be discussed at your meeting of 9/11/07. Please don't hesitate to call if you require additional information. Yours, A.M. Wilson Associates,Inc. Arlene M. Wi on attach cc: Atty. Frederick Mycock Ron Mycock Brian Dudley Elizabeth Kouloheras Town of Barnstable Geographic Information System August 27,2007 006015 #682 006014 ` #756 1 006013 #785 gP� D06012 #0- 008048 #760 bo W #0 0 21 Feet DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:006 Parcel:013 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:MYCOCK,FREDERICK C Total Assessed Value:$504400 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.17 acres Abutters r iF- boundaries and do not represent accurate relationships to physical features on the map Location:765 SANTU IT ROAD such as building locations. Buffer !' Abutters to 765 Santuit Rd., Cotuit: Map and Parcel Owner's name and Address 006/014 Town of Barnstable (Landing) 367 Main St. Hyannis MA 02601 006/048 John C. and Ramuta H. Bacon 750 Santuit Rd. Cotuit MA 02635 006/049 Town of Barnstable 006/012 Barnstable Conservation Commision 200 Main St Hyannis MA 02601 REVISED REQUEST FOR SEPTIC SYSTEM VARIANCES ABUTTER NOTIFICATION LETTER DATE: 8/27/07 RE: Upcoming Barnstable Board of Health Public Hearing To Whom It May Concern: As an immediate abutter of a proposed project,please be advised that a Septic System Variances Modification Application has been filed with the Barnstable Board of Health. APPLICANT: Frederick Mycock PROJECT ADDRESS OR LOCATION: 765 Santuit Rd. Cotuit, MA ASSESSOR'S MAP& PARCEL: Map 6 Parcel 16 PROJECT DESCRIPTION: Abandonment of existing single cesspool and replacement with on-site pumped and mounded septic system. APPLICANT'S AGENT: A.M. Wilson Associates, Inc. 20 Rascally Rabbit Rd.,Unit 3 Marstons Mills, MA 02648 PUBLIC HEARING: Town Hall,Hyannis Selectmen's Conference Room 2°d floor Date: 9/11/07 Time: meeting begins at 3:00 PM NOTE: Plans and application describing the proposed activity are on file with the Board of Health office at 200 Main St., Hyannis. a A.M.Wilson Associates Inc. August 21, 2007 Brian Dudley Wastewater Division Cape Cod office/DEP 973 Iyannough Road/Route 132 Hyannis, MA 02601 Re: Transmittal #W 124951 Mycock Septic System Replacement Variance Request 765 Santuit Road, Cotuit, MA i (Our File No. 2.1322.00) Dear Mr. Dudley: i In accordance with your instructions, attached please find revised plans for the Mycock site showing an on-site wastewater disposal system rather than a tight tank to replace the failed single cesspool currently servicing the one bedroom dwelling at this location. The plan continues to show separate chambers for the septic tank and pump. This is due to the difficulty of delivering a large tank to the site, especially considering the fact that the Board of Health prefers the use of"monolithic"tanks where the installation is likely to be wholly or partly below ground water and/or subject to flooding. i The design provides 5' to property lines as this seems to be the minimum space necessary to I provide for drainage and revegetation in addition to the space necessary for the containment wall footing. This setback is especially important in the front yard, where the containment wall will be only f8.6' off the actual street pavement edge. i Our design engineer is uncomfortable with a pressure dosing system where there would be minimal cove over an exposed system. The potential for freezing in the containment area causing malfunction would be significant, especially if the cover is minimized. Consequently he has continued to show a distribution box with a full foot of cover over the field. Also, because of the potential for marine related flooding during high rainfall events at this site impacting the general leaching capacity available inside the containment wall, our engineer has shown a distance of 5' between the SAS and the wall, rather than the 3' you �re�commended;, This also allows for the width of the footing on the inside of the wall which will reduce the soil area at the footing level. i 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 This proposal requires a number of Title 5 Variances including: • pump chamber to lot line; • pump chamber to BVW; • D Box to BVW; • SAS to BVW; • SAS to foundation; • SAS to Containment Wall; • SAS to high groundwater; • Building sewer/waterline separation; • Waterline/SAS separation; • Reduced SAS capacity from 330 gpd minimum to 110 gpd minimum. We are also requesting a delay in the percolation testing as this project design will also require borings to be taken for use by the structural engineer. Because of the limited space, these procedures should be done consecutively. And, in the end, the issue is only how much unsuitable material needs to come out of the hole, since there is no option for SAS location. Before we go to the expense of the soil borings, we want to have some assurance that the design is permittable through all of the agencies with jurisdiction. Thank you for your attention to this matter. If you have questions or require additional i information, please don't hesitate to call. Yours, i A.M. WILSON ASSOCIATES, INC. i Arlene M. Wilson,PWS Principal Environmental Planner Attachment: plans cc: Barnstable Board of Health Barnstable Conservation Commission Ronald Mycock Attorney Frederick Mycock 070821amwkm Dudley 4 A.M.Wilson Associates Inc. August 21, 2007 s Town of Barnstable Conservation Commission .- 200 Main Street w. Hyannis, MA 02601 -� Re: Mycock Septic System SE3-4177 Request for O-C Extension Request for Plan Amendment w `' 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Commissioners: Enclosed please find revised plans, a completed "Form R" and a processing fee check in the amount of$25.00 which, together with this letter, make up our request for Plan Amendment in the above captioned matter. As we discussed recently,the DEP Wastewater Division is quite adamant that they will not authorize a tight tank at this site. The plans have been revised to conform with their requirements. What this means for design is that there will be a mounded system placed within a containment wall in the southwest corner of the site adjacent to Santuit Road. Although the concrete vaults for the septic tank and pump chamber will be 28.2' and 22.5' respectively from the adjacent BVW,these are sealed, waterproofed, concrete containment vessels fitted with floodproof covers. The leaching facility will be f40.3' from the BVW. The bottom of the SAS will be set 4' above monthly high, tidally influenced, groundwater. This is f5' above MHW. The system is designed to handle a single bedroom's worth of wastewater. A deed restriction limiting the dwelling to one bedroom will be recorded in the chain of title at the Registry of Deeds as part of the septic system permitting process. Once that restriction is put on record, we would be happy to provide you with a copy for your records. 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 i i Unfortunately, the project will require removal of the two trees in the front yard. There will be no space within which to replant them because the entire yard area will be taken up with system components. j I Also enclosed, please find a completed Form E and a processing fee check in the amount of i $60.00 to cover a Request for a 3-year Extension of the Order of Conditions for the project. The original Order of Conditions would expire on November 30, 2007. It is clear that construction will not be completed by that date. i We assume this matter will be heard at your morning meeting of September 18, 2007. If the ' docketing will be different or if you require additional information, please don't hesitate to contact our office. i Yours, i A.M. WILSON ASSOCIATES, INC. i i Arlene M. Wi son, PWS Principal Environmental Planner cc: DEP/Wetlands Brian Dudley Attorney Frederick Mycock Ronald Mycock i 070821 amwkm ConCom `"ET°wti Town of Barnstable BAMSTABLF, Regulatory Services Department Y MASS 039. MA Public Health Division prfD 'I A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO July 9, 2007 Paul McDonald, Chief of Police Town of Barnstable Police Department 1300 Phinney's Lane Hyannis, MA 02601 Dear Chief McDonald, The dwelling at 765 Santuit Road, Cotuit, was condemned in July 2006. We received reports alleging a man is living there. We are requesting your assistance in monitoring 765 Santuit Road, to ensure no one lives or sleeps in this dwelling during night-time and early morning hours. Our Health staff will continue to monitor the situation during the weekdays. Sincerely, aa*c can Director Q:\WPFILES\765 Santuit Rd Cotuit Police Chief2007.doc Certified Mail#7003 1680 0004 5458 2384 `af'THE Tj Town of Barnstable . Regulatory Services BnnRvsrAsL>w s Thomas F. Geiler,Director NA 16110 16 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 30, 2006 Mr. Frederick C. Mycock PO Box 730 Barnstable, MA 02630 C)OU 0 i 3 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE CODE. The property owned by you located at;765 Santuit Road, Cotuit Was inspected on June 29, 2006 by David W. Stanton R.S., Health Inspector for the Town of Barnstable, because of a complaint. The following violation of the Town of Barnstable Code was observed: §� 353-1. Responsibilities of owners and occupants: A pile of quahogs with meat still present on the shells were observed in the driveway at said location. In 1991, The Town of Barnstable Board of Health sent you a letter to voluntarily post the enclosed sign stating "These premises unfit for Human Habitation." This sign was not present during the recent site visit. You are being asked again to please post this sign. Failure to post this sign will result in the Board of Health posting signs on the property. You are reminded that the property is unfit for human habitation, and no one is allowed to live or sleep at said location. You are reminded that you must install and have a certificate of compliance for a holding tank at said location by August 4, 2007. A copy of the variance letter issued by the Board of Health on August 4, 2005 is available at the Town of Barnstable Health Department, or from your representative, Ms. Arlene Wilson. You are directed to correct the violation listed above within twenty four (24) hours of your receipt of this notice, by removing the quahog shells with meat and disposing of them properly. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance will result in a fine of$100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. 17 QAOrder letters\Sewage violations\765 Santuit Road.doc r Failure to voluntarily post the enclosed "These premises unfit for Human Habitation" sign within twenty four (24) hours of your receipt of this notice will result in t he B oard o f Health posting the property with signs. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S. Director of Public Health Town of Barnstable Q:\Order letters\Sewage violations\765 Santuit Road.doc 1 ` a y A.M. Wilson Associates Inc. June 26, 2007 Brian Dudley Bureau of Resource Protection Cape Cod office/DEP 973 Iyannough Road/Route 132 d . Hyannis, MA 02601 Re: Trans. #W 124951 ! Mycock Tight Tank Application = Variance to 310 CMR 15 gg N.) 765 Santuit Road, Cotuit (Our File No. 2.1322.01) Dear Mr. Dudley: Ln rn In response to your notice of May 1, 2007, and on behalf of our client, the property owner, we offer the following comments. Although the tight tank may not be the only available alternative, it remains our professional opinion that it is the only feasible and environmentally responsible alternative for this site. Our reasons for this opinion are listed below. Should the Department require additional time for its review, that time is hereby granted. We have reviewed your proposed alternative for a mounded system with an SAS providing sufficient capacity for only a single bedroom located only 4' off the street layout and providing only 3' of space between the field and the containment wall. Such a system presents a number of practical problems for construction. The tank and the pump chamber would both be located below tidally influenced high ground water. The outlet from the tank and pump chamber would also be below this elevation. This means that in order to obtain the required storage and the necessary ballast, we will need oversized tanks. Work would need to be done in the wet with dewatering. Space for dewatering under this scheme is essentially unavailable due to the horizontal extent of the construction area. The hole would likely need to be sheeted to avoid undermining the house foundation. And the outlets and inverts would need to be waterproofed in addition to the tank and chamber covers. Of greater concern is the problem presented for installation and connection of the Distribution Box. With only 3' between the containment wall and the SAS there is only 6" to spare between the containment wall and the D box and only 6" for the connections between the D Box and the distribution lines in the SAS, a situation which makes construction almost impossible. I 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 i And the 3' separation between the field and the SAS likely is insufficient to provide adequate leaching, especially in the event of inclement weather or heavy loading. In order to provide sufficient structural integrity, the containment wall is likely to be wider at the base than the top, limiting our ability to provide drainage at the street line. Even this design requires 8 Title 5 Variances and 11 local Variances. This design provides a significant safety hazard in that it requires a vertical concrete wall ±3.5' above and 7.5' away from the actual travel surface of the adjacent road. This is a road where traffic speeds normally run±40 MPH and where the site is located on the outside of a curve. Further, the driveway throat would be only 9' from the wall adjacent to the road. The wall height would essentially cut off visibility to the west for anyone attempting to enter the road from the driveway. And it would create a blind spot for a driver headed east preventing that driver from seeing someone pulling out of the driveway or a pedestrian stepping into the road. This system would, in our professional opinion, be a detriment to public health as the SAS would be located too close to the water and its associated BVW in a shellfish area. The Town has significant concerns about deteriorating water quality in the adjacent embayment, Shoestring Bay. There is an active effort to have the embayment classified as Nitrogen Sensitive. This system design and location would fly in the face of the Town's efforts. I We have also reviewed a modification of your suggested design for a one bedroom capacity field with a 5' separation to the containment wall. Although such a design allows for installation of the Distribution Box and line connections to the field as well as sufficient leaching for emergencies, it magnifies all of the setback and traffic visibility issues. The pump chamber would now be less than 25' to the adjacent BVW. The tank would now be less than 5' from the foundation necessitating two additional Variances under Title 5. Further, the i containment wall would be only f8.5' from the front wall of the dwelling and above the sill elevation for the adjacent windows. Because the primary access around the building is on the west side, this design poses problems for fire and emergency access as originally discussed in our Variance application. E i The propensity for an on-site system at this location to be flooded in the event of a storm is significant, especially since the containment wall is more than 2' below the 100-year flood elevation. Although back water valves could prevent effluent from backing up into the house in such a condition, with a field, it would not be possible to limit flood water and effluent from bubbling up through the field itself. It is our professional opinion that an on-site system at this site cannot satisfy the Variance test of requiring the same degree of environmental protection as a system in conformance with Title 5 requirements. Lastly, the construction of an on-site system at this location would be a significant financial burden. We estimate the cost to be 3-4 times that of the tight tank and likely more than the current assessed value of the structure it would service. The cost for an on-site system would be further increased by the local Conservation Commission's standard requirement for inclusion of at least nitrogen removal technology in a system for year round use requiring setback Variances to wetlands. Because of the periodic testing requirement for such systems, the O&M costs to the owner would not be significantly different than the O&M costs for a tight tank. The construction cost differential should therefore be viewed as a hardship. Enclosed please find: the plan for the on-site SAS showing the location of the water service as requested; a sketch showing the on-site SAS with a 5' internal separation to the containment wall, and a locus map on an SCS soils map showing the subject site and the site at which the groundwater monitoring was done which we believe to be comparable in terms of soils and hydrologic position to the shore. We look forward to our meeting of 10:00 AM, Tuesday 7/3/07 so that we can discuss these issues in greater detail. Yours, A.M. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS Principal Environmental Planner Attachments cc: Ron Mycock Barnstable Board of Health 070626amwkm From: USDA/SCS A.M. WILSON ASSOCIATES, INC. Soil Survey of Barnstable County 20 Rascally Rabbit Road Unit 3 Sheets 27 & 32 Marstons Mills, MA 02648 508-420-9792 Fax 508-420-9795 +l 2 i7c - MeA* = Cc6 CdQ �+ EaA qua aOs fa CdC ;v F ,�Sr � �\y ' Y CcB�t GCI� r t �i � ` tO i q;: Cc6 '3��• �c i I i 4 a_ �F CdC: O C IN c6 c�B cca cac GROUNDWATERt r Me6 to t} cdc m NITORING -FR i �c6 r a ti,. Ccfits us. ' E FFt a r7 �� 1 CoO x Y �J w V k r c r � ImA'�:r a a ti., f .n Cd_D 'r '��"2�� � o.,ct . Cd6 •-+a - ImA + eQ` ' �-h Cc6�• p , _ v UAO bEr ti G w t d qi �y t9k� a Cc6 �B�e3 as Oyster , 2 ` Np # V Harbors CdA C Fc nr caD = Ga o -� s A R N T CcA _ y m b (count seat �' ,•'S'6) � y,.n�- u F t . � p. ,a3��y'r r r . ) �• P. < / r tcaAF r: F bST VILLE r P L , r Fs` cab*. ImA .� Fr, .. Fs CdBs 4 i :.o f J # Ex ilVe 4 d 6 ilG �9` K r , C d A .. 3 ANW p, ix` L7 err 4 s', r G Cdp 8t s CdB + 7 -YV Gdo q } 3 cdA BI5 P � ?a - �� q. EAD NECK� Ut[Seep suer CdD ass ` �� -xj4 Cia C� 3h--zr `^\\\ ISLAN HxC BeaGh�L G- HXC ' rF�ors tf L c i ; IOns -1 .; C d 8 s fn i � ire.-��`l• ImA -t� G , R shy ~ 3 ' b. Cd6 Ga i U m ° rx J 2: �tERN ACC y. i t t E" as13- v de Ryefi d o K 3 P ont en Y 3 Cd6 GOOSEBERRY f # r4 ��1SLANp cdA , � F mg Thorn o Point nK tT Me ow Fs� THATCHiN I' js•�`..ZQ tPN v. y � popPonesset I _ Ft �' _7� �"s�3�:. 1 .Y "'``_ �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION CAPE COD OFFICE 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY ARLEEN O'DONNELL Lieutenant Governor Commissioner May 1,2007 ` Mr. Thomas McKean, Health Direcior RE: BARNSTABLE—Subsurface Sewage . Board of Health Disposal-Proposed Variances to 3 1.0 CMR 200 Main Street 15.000, Title 5 of the State Envi _ Hyannis,.Massachusetts 02601 Code for Frederick Myco , 765 Santuit Road in 1 F (Do(9 . O N,3 and Transmittal No. W 124951 t Mr.Frederick Mycock a .a' esr 3291 Main Street z t_ Barnstable,Massachusetts 02630 < Dear Mr.McKean and Mr.Mycock: w The Department of Environmental Protection has conducted a Technical Review of the ab ve-refewced*k. application requesting variances to Title 5 and has determined that it cannot be approved as sub mitt for r reasons which are specified below. For the purpose of this Department's comment on the pro se d vaP nce pursuant to 310 CMR 15.410 through 15.415,Title 5 of the State Environmental Code,this lette constitutes a denial in that the applicant has not demonstrated that approval of the proposed variance(s) will provide the same degree of environmental protection as required under Title 5. However, in accordance with 310 CMR 4.04(2)(b)2.a.iii and 310 CMR 4.10(7)(a)(3) (Category BRPWP59b) of the Timely Action and Fee Provisions,the application may be supplemented by the applicant to address the following deficiencies: 1. The proposed tight tank does not appear to be the only feasible alternative. MassDEP is of the opinion that a sewage treatment and disposal system can be designed for this facility. 2. Please indicate the location of the water service on the plan. 3. Please show location and logs of all deep observation holes_ and percolation tests performed on the property. As 310 CMR 4.10(7)(a)(3)3b states,the applicant has sixty(60)days from the date of this letter(*see below) to address the listed deficiencies. Within the sixty(60)day time frame, the applicant is advised to allow for appropriate Board of Health action on the revised submittal since the Department of Environmental Protection's action may be its final action and,therefore,any further filing in this matter would be considered a NEW application. If the applicant cannot accommodate the schedule of the Board of Health within the sixty (60) day period, or for any other reason requires additional time, the applicant may, by written agreement with this Department,extend this schedule in accordance with 310 CMR 4.04(2)(f). This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Printed on Recycled Paper l 9 2 The applicant is also advised that if he elects to proceed on the record as it now stands, this letter constitutes a denial of the variance. An person aggrieved b the decision of the Department of Y r l;� Y r Environmental Protection may seek relief within thirty(30)days in superior court,as provided by the laws of the Commonwealth. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to this Department relating to the above matter. If you have any questions,please contact me at(508)771-6047. Very truly yours, Brian A.Dudley J Bureau of Resource Protection Deadline Date: July 2,2007 Enclosure(1 Supplemental Transmittal Form) BAD/ cc: Arlene Wilson A.M.Wilson Associates,Inc. Rascally Rabbit Lane Marstons Mills,MA 02648 Enclosure(1 Supplemental Transmittal Form) P:\bdudley\wpdet\bamstable\mycock.doc REVISED REQUEST FOR SEPTIC SYSTEM VARIANCES ABUTTER NOTIFICATION LETTER DATE: 8/27/07 RE: Upcoming Barnstable Board of Health Public Hearing To Whom It May Concern: As an immediate abutter of a proposed project,please be advised that a Septic System Variances Modification Application has been filed with the Barnstable Board of Health. APPLICANT: Frederick Mycock I PROJECT ADDRESS OR LOCATION: 765 Santuit Rd. Cotuit, MA j i ASSESSOR'S_MAP &PARCEL: Map 6 Parcel 16 I PROJECT DESCRIPTION• r `' Abandonm '3.6 . . ent of existing single cesspool and replacement with on-site pumped and mounded septic system. E C FE V I ® I APPLICANT'S AGENT: A.M. Wilson Associates, Inc. AUG 2 9 2007 20 Rascally Rabbit Rd.,Unit 3 Marstons Mills, MA 02648 BARNSTABLE CONSERVATION i r PUBLIC HEARING: Town Hall,Hyannis Selectmen's Conference Room 2°1 floor ' Date: 9/11/07 Time: meeting begins at 3:00 PM NOTE: Plans and application describing the proposed activity are`on file with the Board of Health officerat,200 Main St., Hyannis. capecodtoday home page cct blogs home [login register]ig•ster] about this site I advertising contact us sub s r ii i couldn't Jvoenmde-abemr a& skV r t rchokei Of eNefy 10 cumn*Me h4 T Min 0"Bea Read Guide. �,` :� � �► �k Tuesday, July 24th, 2007 search cape cod links &news: 9 �' advanced search about this blog Cape Cod Media What do YOU think about these stories? You can add you thoughts on this story b leaving a Y g Y Y g comment below. Please visit these local CapeCodToday sponsors: Pike Insurance Cooke's Seafood Restaurant y A Full Service Insurance Agency. Located in Serving award-winning seafood for over 25 Today's stories Orleans. Your online source for no- years! Serving only the freshest, highest from the local obligation quotes. (Orleans) quality seafood. No compromise. (Hyannis) media. �, ... , ... .,,.,,.,,.. ,.. ., ...A., _.,. ... . .. . ...... .. .. . We aggregate stories from Cape Cod Attorney/landlord Mycock's condemned waterfront property, $77K tax woes newspapers & 07/19/07 12:46 m posted b CCToda Peima.ink B Email to a Friend collect them here for p p y Y [ ] ] you. You are invited ?" to comment on any11/l;C story. Your opinion w will appear on our front page immediately, and it �Ctlll ► �, y � , will be archived and available on this site at any time at no charge by using the Pt� , oneset Via" search element of the top of every page. >t CKet bQtlfft • Last comments ` cct blog list Local attorney Frederick "Rick"Mycock is the owner of a property at 765 Santuit Road, • Newest Blog Cotuit, deemed uninhabitable by the Town of Barnstable. Posts • Newest by CCToday Comments • Blogs A to Z Local defense attorney Frederick Mycock owns another uninhabitable property in addition to • Editorial the rental unit at 245A Mitchell's Way in Hyannis, according to the Barnstable Registry of • EXTRA... Deeds. The Mitchell's Way property was the scene of a recent drug arrest of a mother and her • The Great two sons. During the arrest, a pit bull was shot, three younger children were taken into Gadfly custody by the DSS, and the property was immediately deemed uninhabitable due to garbage • Cape Wide and filth. News M cock's waterfront • Myrbie &Dax. Y • Op-Ed property at 765 Santuit • Off the Shelf Road, Cotuit on right • Cape Cod below the rental Maritime property, has an R e Museum , • Travel Tales • The Opinionator • Conservative's Conscience • Wracked Mermaid • Solon Economou • Ned Sonntag • Cape Cod Crusader • Cape Cod Rock Hopper • Cape Cod Aerials • East of Boston abandoned white Cadillac parked in front and at least two small boats on the ground in the • Renewable back of the house. Energy Revolution Overlooking the Santuit River, the house has a garage with no back wall, strewn with refuse. • Journo • Media Watch Next door to the property is a large house, #762,pictured below. • Theatre • Art vs. Life Mycock has had numerous tax liens over the years, totaling more than$77,000, according to • A Summer in the Registry of Deeds. Time • Bennett's Blog IRS tax liens: • Minutia • Massachusetts . $33,775 assessed 5/31/04 Democrant • $474 assessed 5/30/05 • Buckley's • $8,207 assessed 5/29/05 B og • $109 assessed 11/25/91 • Historic • $14,813 assessed 6/14/93 Harwich • $16,358 assessed 5/31/93 • Cape Cod • Massachusetts Department of Revenue $3,348 Love Story • Sea Street • E-Z Cookin' • ,The Blogfather • Henry Beston K �' m x� Society • Toward Democracy • Dennis Senior Center • Guest Blogger =_ • Boston Cod • Paranormal Investigators • Cape Cod Book Reviews • Cape Mom • Building Bridges • Mercy Otis View through the garage. . Lower Cane Little League • codder • Cape 20 Something • Cheap Eats • Cape Musings • Codfish Press • Politicalendar • LeeAnn's Lament r • Letters to the Editor • The Natural l • Accidental Mom • TalkingNFL • Boston Bureau • Viv's Voice • Rambling with Rolf Unregistered, abandoned Cadillac. • Post Partisan Politics • Cape Cod Curmudgeon ' r..� • American Primitive • Pilgrim • Cape Cod and Islands Peace Community • Soaring with David Gessner The house next door at 765 Santuit Road. • Cape Politics • The Yarmouth Taxpayer • Paulette's Travel Tins • Matt Patrick's Blog • Captain uaho • Aaron Maloy_'s_ B°g The view from Mycock's Cotuit property. • Generally Sneaking &3 comments • R Gottwald's Blog Comments: • Cape Cod Blog posts and comments are entirely the thoughts and ideas of the people who write them and Murder in no way represent the views of CapeCodToday.com, eCape, Inc., or its employees or owners. • Harwich Democrats • Washington mahlerscom (registered user)writes: 07/19/07 @ 9:24 pm Window • Cape Cod I thought he was rich or something like rich. http://www.mahlers.com Young [ Show all comments by this use ] Professionals • Barnstable crossman (registered user)writes: 07/20/07 @ 8:28 am r County Bill . Poseidon's I seem to recall hearing local stories that that Mycock represented the former owner, the late Guardian Mrs Crosby and that he purchased her property for himself for hardly a fair(potentially Angel conflict of interest)price. • Footnotes [ Show all comments by this use ] • Don Howell's flargh (registered user)writes: 07/21/07 @ 1:50 pm peripatetic world Am I the only one who snickers every time he sees this guy's last name? • Cape Cod [ Show all comments by this use ] Seneca • Nantucket Please visit these local CapeCodToday sponsors: • Big Brother Dennis Equipment Company Campari's Community Works Big Sister Offering the best lawnmowers, tractors, A foundation helping kids through • Gone Craftin' snowblowers and professional equipment community events. Visit our site for events, • Cape Cod available. Sales and service. (Dennis) monthly photos and see how you can help YouTube our local kids and their community. • Cheap Gas (Chatham) • Cape Cod _..., ,... ._.. . . ... ..... ....... .. . ..... , ........ Baseball League Please Login or Register to leave a comment. There are 1442 registered commenters! • Cape Cod Postcard CapeCodToday requires readers register an account with us in order to post comments. • Neitz Notes Become a trusted commenter and receive the benefits of posting instantly throughout the site. • Mad Moderate It's quick and easy! • MSPCA Cape Cod Paws for Please note: If you are a CapeCodToday registered blogger, you can use your blogger login. Pets Your login for the blogs is separate from your CapeCodToday main site login(if you have • Washashore one). • The Cancer File [ cep of page ] • Down East • Dear Thumper • Somewhere on the Appalachian Trail • Constantine • Downwinder • Rose Tattoo • Cape Fine Diner • A Garden in the Narrowlands • Harwich Conservation Trust • Wind Farmer's Almanac • Villager • Bellissimo • RappCity • Harwich No Place For Hate • One Day at a Time search blogs search blogs archives • July 2007 (36) • June 2007 (49) • May 2007 (41) • April 2007 (41) • March 2007 (37) • February 2007 (30) • January 2007 (49) • December 2006 (54) • November 2006 (77) • October 2006 (68) • September 2006 (67) • August 2006 (78) blog tools • Login to your blog • Register... syndicate this blog: "Cape Cod Media" .................. I US Want to host your website or advertise on the #1 community website on Cape Cod? Check out our online media kit! Website©2007 eCape, Inc. &Best Read Guide Cape Cod. Questions? Comments? Call (508) 385-0003 or email info a Parcel Detail Page 3 of 5 14 1997 $15,100 $0 $0 $55,300 15 1996 $15,100 $0 $0 $55,300 16 1995 $15,100 $0 $0 $55,300 17 1994 $11,500 $0 $0 $57,700 18 1993 $11,500 $0 $0 $57,700 19 1992 $13,100 $0 $0 $64,200 20 1991 $26,100 $0 $0 $110,600 21 1990 $26,100 $0 $0 $110,600 22 1989 $26,100 $0 $0 $110,600 23 1988 $43,100 $0 $0 $67,400 24 1987 $43,100 $0 $0 $67,400 25 1986 $43,100 $0 $0 $67,400 Photos t3I,- 8ARN5LtBi.,l� Ob P.UYf�tI.�9'Crl' tiT'-1S 1t1- ii f74 A`T) R LS �{p,AL;i`11 Dt175)U� KEEP ou-r {_.E i rnyse:;s�sis,�•�r, a ,s x1-7,77,777ga , F ¢ http://issgl2/intranct/propdata/ParcelDetail.aspx?ID=103 4/2/2009 Parcel Detail Page 4 of 5 'J 'al �.dk Cg r2 i t� x�t�i trii isairs� .iry, + gtitaw w�.�w �ase+zit r yyy� �a r i r � m http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=103 4/2/2009 Parcel Detail Page 5 of 5 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=103 4/2/2009 / Skip Navigation MassDEP Home Mass.Gov Home State Agencies State oniEge Ser'Ares siternap contacts search:[77, dep home>water>laws and rules>policies&guidance KAI 'JI MassDEP Quick Links: ;Vu About MasgDEP Title 5 Guidance: Clarification of Distribution Line Specification To all Boards of Health (—Wa—ter,zs-tI-ew a Clarification of Distribution Line Specification drinking water Dear Board of Health Member: water resources&wetlands wastewater&septic system As you may have noticed by now,there are errors contained in the soil absorption system pipe laws and rules specifications described in 310 CMR 15.251(5)of Title 5 as it was promulgated.The purpose of this laws letter is to provide clarification of the acceptable material specifications for pipes to be used for distribution lines in leaching trenches, leaching beds,and leaching fields. regulations&standards policies&guidance The Department would like to provide the following clarification: permits, reporting&forms Distribution lines for leaching trenches as referenced in 310 CMR 15.251(5)and for leaching grants&financial assistance beds and fields as referenced in 310 CMR 15.252(2)(h),shall be constructed of either compliance assistance polyvinyl chloride(PVC), acrylonitrile-butadiene-styrene(ABS), or high density enforcement polyethylene(HDPE). PVC pipe shall be schedule 40 General Purpose Sewer Pipe(ASTM D 1785),schedule 40 Drain, Waste and Vent Pipe(ASTM D 2665)or SDR 35 PVC Gravity Sewer Pipe and Drain Pipe(ASTM D 3034).ABS pipe shall be schedule 40(ASTM F 628). HDPE pipe shall meet or exceed ASTM F 810 for Smoothwall Polyethylene Pipe for use in Drainage and Toxics,&'Hazards, Waste Disposal Fields. The above is intended to clarify references to acceptable types of pipe and the ASTM standards which should apply to each type of pipe. Please note that smoothwall HDPE pipe is acceptable. gervice:Center The ASTM standard(ASTM F 810)for smoothwall HDPE pipe was included in the original regulation, but it was incorrectly referenced for ABS pipe without any reference to HDPE.The Calendar ASTM standard which should have been referenced for ABS pipe is ASTM F 628 and not ASTM F 405 or ASTM F 810.ASTM F 405 was inadvertently included in the regulation and is not My Community considered acceptable since this specifies corrugated polyethylene coil pipe which is difficult to lay �uoto line and gnedo Online Services . Regional Offices The'above clarification, stated in bold, is also intended to address another inaccuracy of 310 CMR 15.251(5)which presently states,"PVC schedule 35 NSF may be used for systems designed for Report Pollution less than 2.00Ogpd and where no vehicular traffic ioanticipated."Aoutat dinbo|dabovo. p|oaoo , note that the correct reference should be ' QSDR 35 PVC�Gravihy�Sewer Pipe and Drain Pipe�(ASTM D 3034�)'. Concerning any proposed installation of systems over 2,000 gpdor where vehicular traffic cannot � be avoided, it appears that SDR 35 PVC sewer pipe may be acceptable when properly installed, � but the regulation does not allow for it at present.As a general consideration for any pipe material - where vehicular traffic cannot be avoided,the Department recommends the designer provide documentation that the proposed pipe with the proposed bedding and cover can take H2O wheel loads. Until such time as 15.251(5)is revised, hopefully this letter provides some interim guidance on soil absorption system distribution pipe specifications.The Department would like to encourage you to share this information with local designers and installers. f Contacts•Feedback•Related Sites•Site Policies•Help .: Mass.Gov•Energy&Environmental Affairs•Department of Environmental Protection r THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , '- m / �C(::J IL DATA Sfv c.n � +-�•1•<v. rici�atauullu1li al ol2cculcanons Grf•rcT/(/P- YPIC19 r I •�/ -r'�-�• - .•/�'' 'f .l�/vp. j�t/� -—The plans and specifications for every on-site system shall be prepared as follows- (1) Pvery'system shall be designed by a Massachusetts Registered Professional Engineer or a /Q Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.103. Any other agent of � the owner may prepare plans for the repair of a system designed,to discharge not more than ' ih 2,000 gallons per day pursuant to 310 C•MR I5.203 provided they are reviewed by a Massachusetts Registered Sanitarian or Massachusetts Registered Professional Engineer and approved by the Approving Authority; (2) Every plan submitted for approval must be dated and bear th- ignature of the designer. At lease one copy submitted shall bear the if the designer. L �r (3). Every plan for a r.uires a variant tv ��, which re [S / a (( X t ila system 9 � � t`� .X� t plan which . bears the stamp and sign rdance with M.G.L.c. 112.$81D: _ , (4) Every plan for a systet- l , ;t'0 ?lot plans ii and one inch=20 feet or fey. — t 1 ,, d iction of: (a) the legal boundarie f G0�1 I� (b) the holder and loci =,J�"rj' J `? -jact the system; .NA � .. •r ✓+ (c) the location of all dw jVAL. i.ty and. identification of those to b V/�� 1/(d) the location of existing r ;-1 /.� � rking r '`� areas; (e) location and dimension f;y? (f) system design calculati ,� ! G city (required and provided); sot' �) U (t�i� and whether system is designed fc (g) North arrow and existing' r (h) location and log of deep of ..b ine date of test,existing grade elevations marked on each tes ..-,lies of the representative of the Approving, Authority and soil evaluator, i) location and results of percolation tests including the date of test and the names of the representative of the Approving Authority and soil evaluator, name and approval date-of the Soil Evaluator of record; (k) location of every water supply,public and private, 1, within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case of tubular public water supply wells,and 3. within 150 feet of the proposed system location in the case of private water supply wells; �(1) any surface waters of the Commonwealth,Zone As,rivers,bordering vegetated wetlands, salt marshes,inland or coastal banks,regulatory floodway,velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines,gravel packed or tubular public water supply wells,and subsurface drains located up to 100 feet beyond the setback distances in 310 CMR 15.211,any leaching catch basins and dry wells located up to 25 feet beyond the setback distances in 310 CMR 15.211; and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which any portion of the facility or the proposed system is located as well as any nitrogen sensitive area up to 100 feet beyond any property line of the facility. t� (m) location of water lines and other subsurface utilities on the facility; r (n) observed and adjusted ground-water elevation in the vicinity of the system; (o) a complete profile of the system;' (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) the location and elevation of one.benchmark within 50 to 75 feet of the system components which is not subject to dislocation or loss during construction on the facility; ►y I (r) when pressure distribution or dosing is proposed,complete design and specifications of the distribution system proposed including but not limited to dosing chamber capacity (required and provided),pump curves and specifications,number of dosing cycles and depth per cycle; ✓�(s) when a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specifications for•the system,including a hydraulic profile; +� (t) a locus plan to show the location of the facility including the nearest existing street; (u) the street number and lot number,if any,and the tax map number and lot number,if any, of the facility;and '� (v) the materials of construction and the specifications of the system. P � i�s� a���1�'� t1 n (� 1 1 ---------- __ -- j� 1 ! i r, � _ t � t i ff ` 7 comp � 31 G C 15.220 Prenaratie:�of Plans and Specifcations E� �fi vz YYl�+f�' �Y`�5, plans and specifications for every on-site system shall be prepared as follows: � (1) )✓very system shall be designed by a Massachusetts Registered Professional Engineer or a h `� R Massachusetts Registered Saaitarian provided that such Sanitarian shall not design a system to Zf 1 �p discharge more than 2,000 gallons per day pursuant to 310 CMR I5.203. Any other agent of the owner may prepare plans for the repair of a system designed to discharge not more than - 2,000 gallons.per day pursuant to 310 CUR .15.203 provided they are reviewed by a Massachusetts Registered Sanitarian or Massachusetts Registered Professional Engineer and approved by the Approving Authority; Z(2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer. At least one copy submitted shall bear the original stamp and signature of the designer. (3). Every plan for a new system or plan,for the upgrade or expansion of an existing system which requires a variance to a property line setback distance,must also reference a plan which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in accordance with M.G.L.c. 112.S 81D: (4).Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch=20 feet or fewer for details of system components)and shall include depiction of: (a) the legal boundaries of the facility to be served; f�(b) .the holder and location of any easements appurtenant to or which could impact the system; (c) the location of all dwelling(s)and building(s)existing and proposed on the facility and. identification of those to be served by the system; 1/(d) the location of existing or proposed impervious areas,including driveways and parking areas; IV V/ (e) location and dimensions of the system(including rese a area); (f) system design calculations,including design daily sewage flow,septic tank capacity (required and provided); soil absorption system capacity (required and provided); and' J whether system is designed for garbage grinder; s (g) North arrow and existing and proposed contours; ;�(h) location and log of deep observation hole tests including the date of test,existing grade elevations marked on each test, and the names of the representative of the Approving, Authority and soil evaluator, __.-_11ZO. location and results of percolation tests including the date of test and the names of the representative of the Approving Authority and soil evaluator, r�,: ram+•' ✓{j) name and approval date,of the Soil Evaluator of record; i/(k) location of every water supply,public and private, 1, within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case of tubular public water supply wells,and 3. within 150 feet of the proposed system location in the case of private water supply wells; ✓(1). any surface waters of the Commonwealth,Zone As,rivers,bordering vegetated wetlands, salt marshes, inland or coastal banks,regulatory floodway,velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines,gravel packed or tubular public water supply'wells,and subsurface drains located up to 100 feet beyond the setback distances in 310 CMR 15.211,any leaching catch basins and dry wells located up to 25 feet beyond the setback distances in 310 CMR 15.211; and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which any portion of the facility or the proposed system is located as well as any nitrogen.sensitive area up to 100 feet beyond any property line of the facility. Il (m) location of water lines_ and other subsurface utilities on the facility; �(n) observed and adjusted ground-water elevation in the vicinity of the system;, (o) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) the location and elevation of one benchmark within 50 to 75 feet of the system components.which is not subject to dislocation or loss during construction on the facility; AAA (r) when pressure distribution or dosing is proposed,complete design and specifications of the distribution system proposed including but not limited to dosing chamber capacity (required and provided),pump curves and specifications,number of dosing cycles and depth per cycle; (s)' when a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specifications for'the system,including a hydraulic profile; ✓ (t) a locus plan to show the location of the facility including the nearest existing street; (u) the street number and lot number,if any,and the tax map number and lot number,if any, of the facility;and �` (v) the materials of construction and the specifications of the system. Town of Barnstable A� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. August 4, 2005 Ms. Arlene Wilson A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road Unit 3 Marstons Mills, MA REh ��er ss�o t�Coast rac# an [Jrsa a kiolcfsr�g�a�� a 4 76 �5a`h bft Rdad Dear Ms. Wilson, You are granted permission on behalf of your client, Frederick Mycock„ to construct a holding tank at 765 Santuit Road, Cotuit. The permission is granted with the following conditions: (1) The applicant shall submit floor plans of the existing dwelling at this property. (2) No more than one (1) bedroom maximum is authorized at this property. (3) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to one (1), before the applicant obtains a disposal works construction permit. (4) The footprint of the building cannot be increased or changed in the future, without prior written approval of the Board of Health. (5) The total number of rooms cannot exceed the current number of rooms at this property. (6) The tank shall be properly equipped with a float switch and alarm system. WilsonHoldingTank I This permission is granted because the owner's representative testified that an onsite sewage disposal system cannot be designed to meet the minimum standards of the State Environmental Code, Title 5. Even if a system is designed utilizing all of the available local upgrade provisions, with the proposed soil absorption system three feet above groundwater and only 29 feet away from wetlands, the entire dwelling would have to be elevated at least 3.5 feet higher to be able to access the front door. Therefore, a holding tank appears to be the only option available for this site. Sinc ely yours, W ne filler, M.D. Chairm WilsonHoldinjank • q `d a ' r ! LU;-6."r1A j IMF .� _«..:.a ...�_ I.M - : ..., tom„.. {• • - - ��a�h`=rr, i..c,ww. a'Rw/axr�I�r+.�n�+t.x: y. .•�• i.ri� �����;� ♦ -1�- ..w�rvl 7il/M 1rl�•I A7MYR•'Af�'/- `� Fib .arm � ,�'�r :1•. 1 • .v�� a.. .s .�r�wwr►�w.�- .+ter n f , No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(paplication for 33i9;apo!9a19pp9tem Conotruction Permit i ' Application for a Permit to Construct Repair Upgrade Abandon ram- ❑Individual Components pp ( ) p ( ) pg I�" ( ) r�Complete System p Location Address or Lot No. (c S ^sI tu./r ,e-2l Owner's Name,Address,and Tel.No. Assessor's Map/Parcel mRr /+3 .?.9:e.Vs%A�Gc� rsx/[ Dom•c•3 u —7"Rso�tl �raus�a Installer's Name,Address,and Tel.No. �Y�+µd q.t�O.t7 Designer's Name Address andTel.No.LSaS)Vza y?�/L . .a..o� 3'nk/tssan� L��rv�83ly 9 zo �aa /r ew>•i J�`� M94'SJa'N J7!/cGS /IIfA- OL!o a'L Type of Building: Dwelling No.of Bedrooms / Lot Size sq.ft. Garbage Grinder ( ) ' Other Type of Building No.of Persons Showers( ) Cafeteria( ). Other Fixtures Design Flow(min.required) /i O gpd Design flow provided gpd Plan Date Number of sheets / Revision Date , 4O_o� ' TitleSw9Tcy' Size of Septic Tank /SDD 7 Type of S.A.S. moo"-yAE� /F cz/J Description of Soil St¢c x)ax 1z3S"7 7- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date. Application Disapproved by: Date for the following reasons Permit No. Date ls'---- -- ------ — ----__-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) ' Abandoned( )by /xeyCOn/C at �CoS Si4(ir�ci T Q_n�. C7dTo,/Y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer r Designer soC teCL ' #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ' No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS ' Aliqual iipgtem Con6truction Pertftit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at ;;V s 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 f 3' Q A.M.Wilson Associates Inc. ' TO: Tom McKean, Director Barnstable Health Department ' FROM: Arlene M. Wilson RE: Mycock Septic System ' 765 Santuit Road, Cotuit (Our File No. 2.1322.00) tDATE: March 17, 2009 ' This will confirm our brief discussion of earlier this afternoon relative to the above captioned project. ' You have reviewed my letter of 2/23/09 with the Chairman of the Board of Health Wayne Miller. It is my understanding that the data, methodology and findings documented in that letter satisfy your staffs requirements for additional information for the project. With the t adjustment of 0.03' in the groundwater and system bottom elevations the plan and DWIA may be resubmitted and a permit should then issue without further delay. tThank you for your assistance in this matter. " ' cc: Ron Mycock Wayne Miller, Chair ^1 20 Rascally Rabbit Road Unit 3 508 420-9792 ' Marstons Mills, MA 02648 FAX 508 420-9795 a A.M.Wilson Associates Inc. ' February 23, 2009 ' Tom McKean, Director Barnstable Health Department 200 Main Street ' Hyannis, MA 02601 Re: Mycock Septic System ' 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Mr. McKean; It is my understanding from my client Ron Mycock that you informed him it was not ' necessary to monitor groundwater at 765 Santuit Road over 30 days as previously required by your staff. Rather,he was informed that monitoring for 3 days around the full moon shortly after high tide would be sufficient. t I Consequently, he had a PVC monitoring well installed in the general area where the percolation test had been undertaken. The elevation of the top of the pipe was surveyed in by ' Stephen A. Doyle and Associates and was found to be 5,20'NGVD. The water level was read 4 times. Once each on 2/8/09 and 2/9/09 and twice on 2/10/09. The full moon for the month was 2/9/09. The results are as follow Date Time of Time of Groundwater ' High Tide Groundwater Elevation Cotuit Reading 2/8/09 10:57 AM 12:30 PM 2.76'NGVD 2/9/09 11:52 AM 1:00 PM 2.78'NGVD ' 2/10/09 12:44 PM 1:45 PM 2.78'NGVD 2:30 PM 2.54'NGVD ' Based on observations at the time of the percolation test, groundwater would have been at 2.0' NGVD; the elevation atwhich water was weeping from the sides of the test pit: We had used ' 2.75'NGVD as the assumed high water level on our plans. 1 20 Rascally Rabbit Road 1 Unit 3 508 420-9792 ' Marstons Mills, MA 02648 FAX 508 420-9795 0 Based on the observations, an adjustment of+0.03 will need to be made. Before we modify the plans and resubmit our DWIPA again, I wanted you to confirm that the provided ' monitoring is adequate. I look forward to your response. Yours, ' A. M. WILSON ASSOCIATES, INC. Arlene M. ilson, PWS ' Principal Environmental Planner ' cc: Ronald Mycock Frederick Mycock 2 JOB A.M. WILSON ASSOCIATES, INC. SHEET No. 20 Rascally Rabbit Road Unit 3 of Marstons Mills, MA 02648 - CALCULATED BY DATE 508-420-9792 Fax 508-420-9795 CHECKED BY DATE SCALE ....... ... ..... ...... .. ..... ......... ..... ...... ..... ...... ...... ..... ..... ...... ...................................... ....._:5..._s ...... ..1..r......; hZ �p i1d , ........ .. 7 1.....;.... .................. -- :.z-. ........_;............_;:............:........ 'c ................. .. ... .. ............. ......................................... — P :..............:.............:.............>......................................<. ... ..... ..... ....... ....:.... .. tom ., . ..............:.........................;... ..... ..... ... if ... ...... ...... e i . ..... ..... .. ...... ..... ..... ...... 8 ........... ........ o..e :......:_✓".�o z.<.= ......C .......... ate. _............................ ... 6 ZS i i E _ G- z ...... ...... ..._. ..........................:..............:.............. ....._ ........................ E.: ��51 �d�......:._ `0.�� .....:;._G�G�It/:• 1 .. 1'_T......... r........... :G ... .... .......<............9..�.s.....c-- S c9"e v G��/'c w R ... .. ... J. .....T.... . ..... .. .. .... .... c; ....................................... . . .. ..... ... . .... ......................_........ ............:................ . ............. .........................<...........................:................................ i. .....-. ....'.... ... ..:....... ...:... ..... ..... ..... .... ...... ... ..... ...... ...... ............................ ........................................:............... .........-..:.............:........... :.:..... ..... ...... 5........ ..... ... .... .... ............. ............................ ..............: ......... :::.... ...... ...... ...... PnnnunT ran L Town of Barns P# Department of Regulatory Services Public Health Division Date ' � id 200 Main Street,Hyannis MA 02601-. Date Scheduled " Time '': Fee Pd. 1 D O - ©0 Soil/Suitability Assessment for Sew e Dr 'Do sal Performed By 5 f tom.P o Witnessed By 1 i. yT QCATION&GENERAL IIVFORMATI N Location Address �((0p� �Sh�,lNamecn� ` \�LJ C.Kj ' C 1 toC Address es Assessor's Map/Parcel: (e - 1 . Engineer's Name NEW CONSTRUCTION REPAIR Telephone# ' Land Use; �cn ti.t�t.L�iwi.- Slopes Surface Stones x Distances from Open Water Body S _ft. Passible We Aiw '�b ft Drinking Water Well ' Dralhage Way >Sao ft Property urie > 16 it Other ft SKETCH:(Shut name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands{n proximity to holes) tiet�ty—. � IAUL 5 U t14 W l r,' .�• Vf Parent material(geologic) Q S ' Depth to Bedrock Z i t7 �y Depth to Oroundwater Standing Water in Hole t 0$11 Weeping flour Pit F4C4 Estimated Seasonal High Groundwater {;Nam' ' DETERMINATION FOR SEASONAL HIGIi WATER TABLE Method Used: b t35gx_y" Depth Observed standing in obs hole: In. Depth to soil mottles: ln. ' Depth to weeping from side of obs.hole _ In, Groundwater Adjustment tt Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date."Mina (o z. Observation ' Hole# _ Time at 9' 11 Depth of Pert •. 1�t . ^.Tlmi:at.6 :V 1 r`��' Start Pre-soak Time® 1,0%%o ' End Pre-soak 01, Rate MinJlnch _ SiteSuita il)tyAssessmenl: Sit Passed SitePailed: AtlditionsilTestingNeeded_(YR� �Fo a wty p�\T& Original: Public Health Division Observation Hole Data To Be Completed on Back ---- ***If percolation test is to.be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. ' Q:ISEPTICIPERCFORM.DOC ' DEEROBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture soil Color Soil # Surface fin.) (USDA) (Munsell) Mottling i ' g (Structure,Stones,"Boulders Consiste Woritien 0-4 At, St< t o-(fz '31 t C.,,r ai fx►��3t�c t+lovCo<LPa L Are wri . 3 L S o`t 12 y.: b:. l� o Cr--�t:N ' 3 G-3 0 C.. sit x ELZal�° � <s.s � / Y rLts o -1 o G fl . 1 i R 31, �tc 40r4 S u�uCLF sa; uuA — ri o —16,1 4 3 r< � Z,'�"( a J Y �� sol SAN$ .. w CAw_YutLS1-h cot't-F'+C-'�Y�o2 S�l3.+V DEEP OBSERVATION HOLE LOG Hole# ►�tir e� Depth from Soil Horizon Soil Texture Soil Color Soil 7Mer l.aoty Surface Uo.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -qte -L $ HMO, S.1.-, t0`,{tL � �� M6Dri :�5AZU, eutrt+ 8� 24 S+i�•G1,.4 .D Po St�S ,. 1. . 5 ich .tc s tco ttV(� iG -4o C _ !;ewij 7 �l DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muuselq Mottling (Structure,Stones,Boulders. Consistency, ' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseil) Mottling (Structure,SSimes;Boulders. Flood Insurance Rate Mau: ' Above 500 year flood boundary No_ Yes within SW year boundary No_ Yes����� Within l00 year flood boundary No Xes 1/ ' Depth of Naturally Occurring Pervious Material Does at least fora feat of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? b -e If not,what is the depth of naturally occurring pervious material? ' Certification / I certify that on 3-9 S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was'performed by me consistent with . the required training,me, and experience described in�10 CMR 15.017. Signature �— -- Date o NJ ' QASBPT1CtPBRCFORM.DOC Barnstable Town .of Barnstable ��� i IV MASS. 19 Boar d of Health 0 AlfOys. 200 Main Street, Hyannis MA 02601 .. 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508 790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi } September 17, 2007 ' Ms. Arlene Wilson A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road Unit 3 Marstons Mills, MA RE: 765 Santuit Road, Cotult A:_.006-016 Dear Ms. Wilson, ' You are granted variances on behalf of your client, Frederick Mycock,, to construct an onsite sewage disposal system at 765 Santuit Road; Cotuit.. The variances granted are as follows: 1 Section 360-1 Town of Barnstable Code: The soil absorption system well be located only 40.3 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet setback required. Section 360-1, Town of Barnstable Code: The pump chamber will be located ' only 22.5 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet setback required.- Section 360-1, Town of Barnstable Code: The septic tank will be located only 28.2 feet away from a bordering vegetated wetland; in lieu of.the minimum 100 feet setback required. Section 360-1 Town f o Barnstable Code: The distribution box well be located only 41.5 feet away from a bordering vegetated wetland, in lieu of the minimum ' 100 feet setback required. Q:\WPFILES\WilsonMycock2007new.doc ti 310 CMR 15. 212: To install the soil absorption system four (4) feet above the groundwater table, in lieu of the minimum five (5) feet separation ' distance required. 310 CMR 15. 211: To install the building sewer within ten (10)feet of a water ' line. 310 CMR 15. 211: To install the disposal facility above the water line, rather than 18" below as required. These variances are granted with the following.conditions: ' (1) The engineering plan shall be revised.to show percolation test results soil p , evaluations, a complete listing of'variance requests by the, proper code and ' section numbers, a land surveyor stamp, and without'a holding tank. (2) No more than one (1) bedroom maximum is authorized at this property. 3 The applicant shall record a ro erl worded deed restriction signed t O pP p p Y g d by he property owner, at the Registry of Deeds restricting,the number of bedrooms at ' this property to one (1), before the applicant obtains a disposal works construction permit. ' (4) The footprint of.the building cannot be increased.or changed in the future. (5) There shall be no increase in habitable space in the future without prior ' written approval of the Board of Health. (6) Plantings shall be provided along the retaining wall which .will mature to at ' least the height of the retaining wall, designed and installed in-accordance with the National Nurserymen's Association. The existing septic system has failed. This variance is granted because an onsite sewage disposal system would appear to meet the maximum feasible design standards contained within the State Environmental.Code, Title 5 and local Health Regulations. Sincer yours, , ayne iller, M.D. Chair rn ' Q:\WPFILES\WilsonMycock2007new.doc d COMMONWEALTH OF MASSACHUSETTS ' EXECUTIVE OFFICE OF ENVIRONMENTAL DEPARTMENT OF ENVIRONMENTAL PRO_. CAPE COD OFFICE 1 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6165 DEVAL L.PATRICK IAN A BOWLES Governor Secretary TIMOTHY P.HURRAY ARLEEN O'DONNELL Lieutenant Governor Commissioner November 26, 2007 Mr. Thomas McKean, Director RE: BARNSTABLE--Subsurface Sewage ' Board of Health Disposal-Proposed Variance to 310 CMR 200 Main Street 15.000 "Title 5 of The State Environmental Hyannis, Massachusetts 02601 Code" for Frederick Mycock, 765 Santuit ' Road and Transmittal No. W 124951. Mr. Frederick Mycock 3291 Main Street Barnstable, Massachusetts 02630 Dear Mr. McKean and Mr. Mycock: ' Pursuant to Title 5 of the State Environmental Code,310 CMR 15.412,the Cape Cod Office of .the Southeast Region of the Department of Environmental Protection ("MassDEP") has completed its review of the above referenced application for approval of variances granted by the i Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the t following provisions of Title 5, 310-CMR 15.000: 310 CMR 15.211: Minimum Setback Distances As part of the application; the Department received plans consisting of one (1) sheet, titled as follows: PROJECT TITLE 765 SANTUIT ROAD ' COTUIT MA PREPARED FOR FREDERICK C-:MYCOCK This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. ' MassDEP on the Wodd Wide Web: http://www.mass.gov/dep Z� Printed on Recvcled Paoer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 A.M. WILSON ASSOCIATES INC 20 RASCALLY RABBIT ROAD . ' MARSTONS MILLS,MA 02648 508 420 9792/FAX 508 420 9795 DR AWING TITLE WASTEWATER DISPOSAL DESIGN SCALE: 1 = 10 ' with a most recent revision date of August 24, 2007. Based upon its review of the application, and in accordance with 310 CMR 15.410, ' MassDEP has determined both of the following: _ .... ... . . . ' a) The applicant has established that enforcement of 310 CMR 15.211 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Site constraints due to lot size and presence of the existing dwelling render strict compliance infeasible. ' b) The applicant Chas established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant has established equivalent environmental . protection as follows: Given -the site constraints, the reduced separation constitutes maximum feasible compliance in the design of the system. The Department, therefore, approves the Board of Health's grant of a variance from 310 CMR 15.211 subject to the following: ' 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the existing structure served by the sewage disposal system which will result in an increase in ' flow. This approval limits flow to 110 gallons per day. 2. A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 3. Prior to,the issuance of a Disposal System Construction Permit a deep ' observation hole test and a percolation test performed in accordance with 310 CMR 15.102 and 310 CMR 15.104,respectively,must be conducted. If these tests indicate that site conditions require a revision to the above ' referenced plan, the revised.plan must,be submitted to the Board of Health and MassDEP for review and.approval prior to the issuance of the Disposal System Construction'Perm it. J 3 4. Approval for the proposed system will be dependent upon the recording m the appropriate registiy of deeds of a deed restriction limiting flow to 110 gallons per day and that discloses the 'existence of a variance and conditions of the variance for the sewage disposal system and the involvement' of the Department`of Environmental Protection in said .system. An attested copy.of this notice shall be submitted to MassDEP and the Board of Health prior to the issuance of the Disposal System Construction Permit. This variance determination,is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR ' 1.0](6), the request must state clearly and concisely the facts that.,are grounds for the request and the reliefsought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts ' in the amount of one hundred dollars ($100.00), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The filing fee is not required f the appellant is a city or ' town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship.- Should you have any questions regarding this matter,please contact me at(508) 771-6047. Very truly yours, Brian A. Dudley ' Bureau of Resource Protection BAD cc: Arlene Wilson A. M. Wilson Associates,Inc. 20 Rascally Rabbit Road Marston Mills,MA 02648 P:\bdudley\wpapp\Bamstable\mycock.doc 10/15/2008 10:21 5084205584 _'MYCOCK INSURANCE PAGE 02/03 1�—tL 4-2�3ry$ a7 ►�2 =3$v DEED RESTRICTION WHEREAS,Frederick C.Mycock of 765 Santuit Road, Cotuit,MA., is the owner of the property located at 765 Sarttuit Road, Cotuit,MA. WHEREAS,Frederick C.Mycock as the owner of said lot had,agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included ' in any home built on said lot as a ire-condition to obtaining a disposal works construction permit in compliance with 310(:MR 15.000 State Environmental Codt;Title V,Minimum Requirements for, the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the ' agreement for the restriction on the number of bedrooms in any house constructed one the lot be put on record with the Barnstable County Registry of Deeds byrecording thin document. 1 NOW, IWEREF ORE,Frederick C. Mycock hereby places the;following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title; Address: 765 Sanmuit Road, Cotuit,Massachusetts may have constructed upon the lot a house containing no more,than one bedroom. The Owner,Frederick C. Mycock agrees that this shall be a pennanent deed restriction affecting the lot located on 765 Santuit Road in Cotui MA. ' For the title of the said,Frederick C.Mycock see the deed dated January 141,1975 and recorded with the Barnstable County Registry of Deeds-in Book 2140 Page 299. Executed as a sealed instrument this 1 Oth day of October,2008. Frederick C.Mycock (Owner) 1 n 10/15/2008 10:21 5064205584 MYCOCK INSURANCE PAGE 03/03 1 COMMONWEALTH OF 1Vl A,SSA,CHUSETTS Barnstable,ss Dated: Ottober 14,2008 Then personally appeared the above-nanned Frederick C.Mycock,known to me to be the person who executed the foregoing instr anent and acknowledged the Sanae to be his.free act and deed, before me. Notary: ' Expires: � 1 BARNSTABLE REGISTRY OF DEEDS I PROJECT BY JOB NO. 765 SANTUIT ROAD, COTUIT, MA EJC 08057 SUBJECT DATE PAGE RETAINING WALL FOR SEPTIC SYSTEM 10/19/08 W- 1 8,1 EL. 8.85' #4@ 12" 7'-1016' 6@ 12" MIN. GROUND EL. 4.25' #6012" 1 #4@ 12" (T & 1 ,_ol/ B) 1 1 f_0,1 1 EL. 1 .00' 4'—0'' TYPICAL WALL SECTION SCALE: 3/4 =1 —0 ,. Eric J. Cederholm, PE, 44 Chadderton Way, 'Middleboro, MA 02346 ejcpe@verizon.net, PH: 508-404-0358 ,i Eric J Cederholm, PE Septic System Retaining Wall Sheet 1 of 11 44 Chadderton Way 765'Santuit Road 10/19/2008 . 1 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 Cantilevered Retaining Wall Design. o Reference:awnits.mcd 1 P W4 v BETA Ph WH BARS Rs WV BARS �, .. W1. W3 Rpt / 2"CL �Rb1 J v Rb2 \Rw N Rp2 N FT BARS FL BARS- , = Rw2 Vp3 ~ A B i C J p . U M ` Pheel Po Yc :_ .15•kcf A-= 1.0 J.:= 3.25ft Point Loads 115 kef B := 8 i H At Top of Wall Ys = . W1 ._ 5.75ft Yb := .053kcf C := 2.5 Ph 0 kl . Hw2 := 1.75ft YW := v.0624kcf E := 6.85• P� .= 0•kl t := 30•deg F 12•i P := 0-deg Part 1 - Initial Calculations D := A+ B+C D = 4.17 ft G :_ E+ F G = 7.85ft H := G +C•tan R) H = 7.85 ft Hd := H— Hw1 Hd = 2.10 ft File:765 Santuit Rd Wall.xmcd Eric J Cederholm, PE Septic System Retaining Wall Sheet 2 of 11 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Co'tuit, MA (508)404-0358 by: EJC Cos(R) - cos(R CosW21 ka := cos(R)• )2-- ka = 0.33 cos(R) +IC—Os(R)2—cos(0)2 J i cos(R) + cos(R)2-Cos c )?1 kp := Cos(R) 2 kp = 3.00 cos(P) — COS(P)2 W1 := B•E•Yc W1 = 0.68 kif W3 := E•C•Ys . W3 = 1.97 klf e1 := A+ B e1 1.33ft e := A+ B+ � - 2 3 2 e3 - 2.92ft W2 D•F•Yc W2 = 0.62k1f 1 2 W4 := 2 C tan(R)•Ys W4 = 0.00 k1f D e2 :_ — 2 e2 = 2.08 ft e4 := D- 3 e4 = 3.33 ft 1 2 Rs := 2•ys•Hd ka RS = 0.08 k1f Rb 1 := ys•Hd:ka•Hw1 Rb1 = 0.46 k1f Hd Hw1 3+Hw1 eRs = 6.45 ft eRbl = 2 eRb1 = 2.88 ft R 1 2 = - 2 _ b2 _ 2 Yb•Hw1 ka Rb2 0.29 k1f Rw1 :- 2 Yw•Hw1 Rw1 - 1.03 klf := Hw1 e = 1.92 ft e _ Hw1 eRb2 - 3 Rb2 Rw1 - 3 eRw1 1.92 ft Rp1 = 1 2 •Ys•kp•(J - Hw2)2 Rp1 = 0.39k1f Rp2 := Ys•(J Hw2)•kp•Hw2 Rp 2 = 0.91 klf J - Hw2 Hw2 ' eRp1 := 3 + Hw2 eRp1 = 2.25ft eRp2 := 2 eRp2 = 0.87ft Rp3 � Yb•Hw22 kp Rp3 = 0.24 k1f Rw2 1 Yw.HW22 Rw2 = 0.10 k1f 2 2 Hw2 Hw2 eRp3 3 eRp3 = 0.58 ft eRw2 3 eRw2 = 0.58 ft File:765 Santuit Rd Wall.xmcd t Eric J Cederholm, PE Septic System Retaining Wall Sheet 3 of 11 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 ' Part 2 - Check Overturning About Toe. MDrive :_ (Rs•eRs) +(Rb1 eR61) +(Rb2 eRb2) +(Rw1 eRw1) MDrive = 4.41 ft ' MResist1 (W1 e1) +(W2 e2) + (W3 e3) +(W4 e4) + Rp1 eRpl) +(Rp2 eRp2) MResist2 (Rp3•eRp3) +(R.w2-eRw2) MResist= MResist1 + MResist2 FSoverMResist. MDrive FSover = 2.23 > 2.0 Say OK Part 3 - Check Sliding WT := W1 +W2 +W W + P 3+ 4 v WT = 3.28 klf P = -tan P = 1.89 kif Reslst• WT ��� Reslst PResist+ Rp1 +,Rp2+ Rp3+Rw2 FSSlide .= Rs+ Ph + Rbl + Rb2 + Rw1 JFSSIide = 1.88 File:765 Santuit Rd Wall.xmcd Eric J Cederholm, PE Septic System Retaining Wall Sheet 4 of 11 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA02346 Cotuit;.MA by: EJC (508)404-0358 Part 4 - Calculate Bearing Pressures D _ MResist— MDrive eTotal eTotal = 0.43ft from,centerof footing 2 WT e = 0.43ft � = 0.69ft OK resultant within-middle third Total � 6 WT . 1 + 6—eTotal) ' gtoe D D. jqtoe = 1.28.ks WT 6•eTotal gheel = p 1 p gheel =-0 30 ks Part 5 - Calculate Top of Wall Deflection, Per 1996 CRSI page 14-7 ka•( 5 ft)l Ycf•Cos(R� A :_ p 3 •1728in 30 106 B1 inJ File:765 Santuit Rd Wall.xmcd Eric J Cederholm, PE' Septic Sptem,Retaining,Wall Sheet 5 of 11. I ' 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 Part 6 - Calc Moment & Shear on Stem Hw1 := Hw1 — F Hw2 HW2— F ' Hd := E— HW1 J J - F Rs := 1•ys•Hd2 ka RS = 0.08k1f Rb1 7s•Hd•ka•Hw1 Rb1 = 0.38k1f 2 eRs : Hd + Hw1 eRs = 5.45 ft eRb1 - Hw1 eRb1 = 2.38 ft 3 2 Rb2 = 2 •7b•Hw12 ka Rb2 0.20 kif Rw1 1 yw•Hw12 Rw1 = 0.70 kif 2 ' e — Hw1 e = 1.58 ft e = Hw1 Rb2 3 Rb2 Rw1 3 eRw1 1.58 ft R 1 := 1 Ys•k J— Hw2 2 R 1 = 0.39 kif R 2 := ys J - Hw2 •k Hw2 R = P, 2 p � p p p P2 0.39 kif —.J — Hw2 + Hw2 eRpp 1 = 1.25ft eR 2 Hw2 eRp1 eR 2 = 0.38 ft ' 3 2 p Rp3 := 1 yb Hw22 kp Rp3 = 0.04`klf Rw2 := 1Yw•Hw22 Rw2 = 0.02 klf 2 2 eRp3 := Hw2 eRp3 = 0.25 ft eRw2 := Hw2 eRw2 = 0.25 ft 3 _ 3 MDrive := (Rs•eRs ,+ Rb1 eRbl .+(Rb2 eRb2 w1 •eRw1+ R MDr•v = 2.80 kft �, � Drive ft ' MResist := R 1 eR 1 .+ R •e + R e + R •e p p � � p2 Rp2� � p3 Rp3 � w2 Rw2 Mustem MDrive- MResist kft Mustem = 2.15 ft Vustem := Rs+ Rb1 + Rb2+ Rw1 - Rp1 Rp2- Rp3— Rw2 Vustem = 0.53 kl File: 765 Santuit Rd wall.xmcd 1 . Eric J Cederholm, PE Septic System Retaining Wall Sheet 6 of 11 1 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 1 1 Part 7 - Calc Moment & Shear on Base Slab From Toe gtoe,-ghee) ' slope p slope. = 0.24 . f Pface = gtoe- (A-slope)1 Pface_ 1.04 ksf_ P1 := Pface•A P1 1.04 klf 1 A e1 2 e1 = 0.50 ft 1 A P2 .2 (gtoe = Pface) . P2 - 0.12 klf 1 . 2•A e2 := 3 e2 = 0.67 ft i _ P3 := F•7c•A P3 = 0:15 klf 1 A e3 := 2 I Ie3 0.50 ft 1 _ Mutoe �P1: e1) +�'P2 e2) - �P3 e3) kft Mutoe 0.52 ft Vufacetoe := P1 + P2- P3 ' A- (F-3•in) Vutoe Vufacetoe• A Vutoe _ 0.25 kl 1 Part 8 - Calc Moment & Shear on Base Slab From Heel P1 := W3 P1 = 1.97 klf C . e.1 := .2 e1 = 1.25 ft P2 := W4 P2 = 0.00 klf i File:765 Santuit Rd Wall.xmcd Eric J Cederholm, PE Septic System Retaining Wall Sheet 7 of 11 ' 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 ' e2 := 2 C e2 = 1.67 ft 3 P3 := F•C•yC P3 = 0.38 klf C ' e3 2 e3 = 1.25 ft. Pface = gheel +(C-slope) Pface = 0.89 ksf P4 gheel•C, P4 = 0.74 kif C e4 := 2 e4 = 1.25 ft. c� P5 (Pface-gheel) 2 J P5 = 0.74 kif C e5 := 3 e5 = 0.83 ff Muheel (P1 e1) +(P2•e2) +(P3•e3) - (P4.e4) - (P5•e5) Mu 1.39 kft ' heel = ft Vufaceheei = P1 + P2+ P3- P4- P5 ' C- (F-3•in) Vuheel Vufaceheel• C Vuheel = 0.61 kl File:765 Santuit Rd Wall.xmcd Eric J Cederholm, PE Septic System Retaining Wall Sheet 8'of 11 44 Chadderton Way 765 Santuit.Road 10/1.9/2008 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 Part 9 - Reinforcing Steel Design Bar areas stored in "Units" reference file ' �m :_ .9 �v := .85 LF := 1.7 fc := 4000•psi fy := 60•ksi Wall Verticals: WV :— WV 12•i as as 12 in 2 �; � space.•_ wv �= WV•�s ace aswv = 0.44 in p Wall Horizontals: WH :— WH = 12•i wh �=as as 12 in 2 . space � WH• space aswh = 0.20 in Fooin Transvers FT := FT 12•i as := as 12 in 2 g � space ft FT FTspace asft = 0.44 m Footing Long. I FL :_ FLs ace : 12 i 12•in 2 p asfl := as FL FLspace asfl = 0.20 in Wall Verticals: aswv.fy awv .85•fc•12•in awv = 0.65in dwv.:= B-2•in- WV•In. dwv =. 5.62 in 8.2 y awv) Mwv:= LF J aswv•fy dwv— 2 J Mwv = 6.17 k Mustem — 2.1.5 kft ft OK Vwv := �vl dwv•,12•in•2• ' flpsiwv = 4.27ki Vustm = 0.53kl (LF)' � OK Check Shear Friction at wall/footing connection per ACI 11.7.4.1: ' Use µ=1.N.(1/4" bumps in roughened concrete) and X=1.0 for normal weight concrete Vsf• LFJ aswv•fy Vsf = 13.20ftklf < �v•.2•fc-dwv•12•in = 45.90kips 1 Vsf = 13.20 ft kl Vustem = 0.53kil OK r File: 765 Santuit Rd Wall.xmcd t s r . Eric J Cederholm, PE Septic System Retaining Wall Sheet 9 of 11 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Cotuit, MA by: EJC (508)404-0358 r , 16" for#3 bars Check development of WV bars into toe: 22"for#4 bars 27" for#5 bars. CRSI Handbook, page 5-7, Table 5-3a, catagory 6 = 32" for#6 bars r 38" for#7 bars 43" for#8 bars Id 52•i r Idwv := A+ B+F -6•in Idwv = 26.00 id OK. r _ ' Check for minimum wall steel for bending per 10.5.1: — 200.12•in•B psi asmin2 asminl := f •12•in•B fy Y psi ' psi asmin1 = 0.30 in or asmin2 = 0.32 ini l< asWv = 0.44 in OK r Check for maximum wall steel per 10.33: := ;85 for fc<= 4000 psi ' Rl ..85�f r as 75 R1 c 87000.psi •B•12•in Iasmax =.2'05inj> [aswv0.44in OK max �_ � = fy 87000.psi+fy 1 rToe Steel: aswV•fy atoe .85•fc.12•in atoe = 0.65in dtoe F— 3-in— 1 -in dtoe = 8.00 in r File: 765 Santuit Rd Wall.xmcd -1 Eric J Cederholm, PE Septic System Retaining Wall Sheet 10 of 11 44 Chadderton Way 765 Santuit Road 10/19/2008 ' Middleboro, MA 02346 Cotuit;MA by: EJC (508)404-0358 Mtoe �F •aswv•fy dtoe- atoe�. Mtoe= 8.94 kf Mutoe 0.52 kft OK- Mtoe 2 J ft Vtoe Lvl dtoe•12•in•2. fc ;.•psi V = 6.07ki > Vu = 0.25k1 OK LF J psl p toe p toe Check for minimum wall steel for bending per 10.5.1: r f 3 � - mint _ 200,12:in•F • _ as ' asmin1 = psl •12•in•F fy f Y psi psi 2 ' asmin1 = 0.46 ft in t or asminZ= 0.48 in < asw� = 0.44 in Close Enough Check for maximum wall steel per 10.3.3:' R1 .85 for fc<= 4000 psi R1 •.85•fc 87000.psi . asmax •75 F•12•itLasmax3.08 inasfy 87000•psi+fy = wv 0.44 in OK Check toe steel development length: 16" for#3 bars ' 22" for#4 bars CRSI Handbook, page 5-7, Table 5-3a, catagory 6 27" for#5 bars 32" for.#6 bars 38" for#7 bars Mutoe 43" for#8 bars Idtoe := 32•i n ' Mtoe ft Idtoe = 1.88 in ' A- 3•in = 9.00in OK Heel Design - asft•fy wheel 85•fc•12•in wheel 0.65 in File: 765 Santuit Rd Wall.xmcd Eric J Cederholm, PE Septic System Retaining Wall Sheet 11 of 11 ' 44 Chadderton Way 765 Santuit Road 10/19/2008 Middleboro, MA 02346 Cotuit;MA by: EJC (508)404-0358 ' dheel F.-2-in- .5•in dheel = 9.50 in i �ml asft f dheel aheell M — heef = 10:69k > kft Mheel :_ ' LF y Wheel = 1.39 2 ft OK ' fl Vheel = 7.21kip Vhee = 6klVheel .dheel•12•in•2• . - OKLF) c Check for minimum heel'steel for bending per 10.5.1: fc 3. 200.12•in•F psl asmin2 asmin1 := •12•in•F - fy fy- - psi psi asmin1 0:46 In or asmin2 0:48 m Fsft 0.44 in iClose Enough Check for maximum heel steel per " R1 :=-.85 for fc<= 4000 psi 10.3.3: R1 •.85•fc 87000•psi asmax := •75 F•12•in as 3.08in ' lasft0.44in OK fy 87000 psi+fy max = _ ' Temperature Steel per ACI 7.12.2.1:b aswalltemp = •0018 B 12 in laswalltemp = 0.17 in < as = 0.20 in OK asfoottemp .001 8•F•12•in lasfoottemp = 0.26 in < Fasfl = 0.20 in Close Enough I � File: 765 Santuit Rd Wall.xmcd ---- _........_.....__..........._ . ....._. .._.. . t FOUNDATION. EiSMI". tk A-illy.: 1-'LUMFjIIVG rrtlClrvt� _ ' ,c. Walla Fin. Bsmt.Area ;("1 Bath Room '� Base / 711701 LAND COSTPURCH. DATE:BLDG. COST c.Slab Bsmt Garage St. Shower Ext;: ic. Blk. Walls Bsmt. Rec. Room •' 'St. Shower Bath Bsmt' �� '�7 •� / Walls PURCH. PRICE _ :k Walls Attic Ff. &Stairs Toilet Room Roof RENT ne Walls Fin.Attic Two Fixt. Bath Floors .s INTERIOR FINISH Lavatory Extra It. F "1 2 3 Sink ..)h.. a0 - Ptasteq)�V C y Water Clo. Extra Attic :XTERIOR WALLS Knotty Pine Water Only ;ble Siding / No Plumbing Bsmt. Fin. gle Siding Plasterboard Int.Fin. 7 5 nno Shingles r�f1 d.l 5- f- , 1 TILING 2 d c. Blk. G F P Bath FL Heat e Ork. On Int.Layout Bath FL A Wains. - Auto Ht.Unit 7 Veneer Int.Cond. Bath Ff.&Walls Fireplace i.'Brk.On HEATING Toilet Rm. Ff. 8 .Plumbing — 13O 2. d Com. Brk. Hot Air Toilet Rm.FI. &Wains. j j Steam Toilet Rm. FL&Walls Tiling / 30 ^V4 nket.Ins. t/ Hot Water, St. Shower f.Ins. Air Cond. Tub Area Total Floor Furn. v ROOFING COMPUTATIONS ' h. Shingle Pipeless Furn. a S 'F f ry rd Shingle----- No Heat `;l// S.F. s. Shingle Oil Burner S.F. ' to Coal Stoker S.F. Gas S.F. OUTBUILDINGS,' ROOF TYPE Electric S.F. 1 2 3 1 4 5 6 7 8 9 10 1 2 314 SIG 7 819110, -MEASURE[ de Mansard FIREPLACES S.F. Pier..Found. Floor - vP'� . nbrel Fireplace Stack Wall Found. 0.H. Door LISTED FLOORS Fireplace Sgle.Sdg. Roll Roofing ^� C. LIGHTING Db1e.Sdg. Shingle Roof lh No Elect. DATE Shingle Walls Plumbing e dwood ROOMS Cement Blk. Electric h.Tile Bsmt. 1st t TOTAL Brick Int.Finish PRICED lie 2nd 3rd FACTOR REPLACEMENT 1 7ho/ OCCUPANCY- CONSTRUCTION - SIZE AREA CLASS AGE REM,rO�D. COND. REPL. VAL. Phy..Dep. PHYS..VALUE Funct.Dep. ACTUAL VAL. JLG. f f _� N� s 1 7 /S J F- r �i i I ,� '`r./ Z 3 - 3 r OF THE Tpk, DATE: FEE: + RARNSt'ABLE, • . 9 MASB. 3639. ,0� REC: BY �EDMA�A Town ®f Barnstable SCHED.+ DATE: Board of Health - 367 Main Street Hyannis MA 02601 Office: 508-862-4644 i Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 765 Santuit Road, Cotuit Assessor's Map and Parcel Number: 6/16 Size of Lot:±10,100 s f. ' Wetlands Within 300 Ft. Yes Business Name: N/A ' No Subdivision Name: APPLICANT'S NAME: Frederick Mycock°• Phone (508)362-4336 Did the owner of-the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Frederick Mycock Name: Arlene M. Wilson, PWS . A. M. Wi on Associates, Inc. Address: 3291 Main St. , Barnstable,'-Mk 02630Address: 20 Rascally Rabbit Rd. , Unit 3 1 Marstons Mills, MA Phone: 508-362-4336 Phone: 508-420-9792 FAX: 508-420-9795 ' VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 711 nec. sections of 310 CMR 15.201 , through and localsetback SEE ATTACHED LETTER DATED 0 0 requirements to al ow .for a tight t tan in compliance with 310 CMR 15.260 see attached) - NATURE OF WORK: House Addition El House Renovation M Repair of Failed Septic System M Checklist(to be completed by office staI-Person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) ' Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be 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) t Full menu submitted(for grease trap variance requests only) t_ Variance request application fee collected(no fee for lifeguaard 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 Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P. . ' REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ •" / �QM /�1 �w� L QcrNW'1S j (�� s �� VARIANCES REQUESTED —LOCAL REGULATIONS PART VIII SEC. 1.0— 100' setback to wetlands and waters—Proposed tight tank to be (360-1) f43' from adjacent BVW; ' Proposed building sewer to be f46' from adjacent BVW ' PART VIII SEC. 5.0—Required system components—proposed system will consist of (360-9) tight tank only, no Septic Tank, "D" box or SAS to be provided. PART VIII SEC. 9.0—Requirement for 4' of naturally occurring pervious material above ' (360-17, 18) groundwater. - l t ' A.M.Wilson Associates Inc. May 6, 2005 ' Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Request for Variances/Tight Tank ' Mycock Residence 765 Santuit Road, Cotuit (Our File No. 2.1322.00) Dear Board Members: ' Attached please find plans, abutters list Variance Req uest Form and check which, together with this letter, make up the request of our client, Frederick Mycock, to replace the single cesspool at ' his property at 765 Santuit Road, Cotuit, with a "tight tank" in accordance with the requirements of 310 CMR 15.260. ' Thetproperty, which runs between the road on the south and Popponesset Bay on the north, is abutted on the east by a Town Landing and, on the west, by Town Conservation Land also used as public access to the water. The site contains 0.17 acres according to the Assessors Records. ' By plan, the site has t7,200 s.f. of upland and±2900 s.f. of wetland or±0.23 acres. Based on town records,the building appears to date to at least 1920. The lot appears to date to at least 1861 based on deed descriptions from the Barnstable Registry of Deeds. Consequently,both the ' parcel and the building predate zoning,building, and environmental codes and regulations. ' The site's northerly segment includes both salt and brackish marsh extending landward to elevation f2.9'NGVD. This wetland system curls around the westerly side of the property on the adjacent Conservation land, where the wetland extends to within±55' of the road and within ' f13.5' of the Mycock lot line. There is also a freshwater marsh and bog system±150' southwesterly of the site which outlets through a culvert under the road into the Bay. The entire site is mapped by FEMA as lying within an "A" Zone (stillwater flooding) with a projected 100 yr. flood elevation of I F NGVD. MHW is f1.7'NGVD in this reach of the Bay. Sediments are mapped by USDA/SCS as Carver coarse sands which are extremely permeable. The site, which is highest adjacent to the road where elevations are still only±5.5'NGVD, has a very shallow ' slope and, consequently, no Coastal Bank. The Conservation Commission has reviewed the project and issued an Order of Conditions (attached). 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 t the site as requiring a groundwater The USGS Estimated High Groundwater Report maps q g adjustment of 0-2'. ' None of the site's upland is more than 102' from MHW. It should be, considering soil type, treated as tidally influenced rather than precipitation influenced for groundwater purposes. ' Utilizing information from the very similar Cotuit Oyster Company site (attached), one would expect the highest monthly groundwater influenced by tide cycles to be t2:3'NGVD. Alternatively, using the adjustment with average water table at MHW, it could be as much as 3.7'. There is some evidence, based on historic deeds,that the area may have been filled marsh. .The adjacent herbaceous wetland has a surface elevation of f3'. To maintain this vegetative system, groundwater would have to be in the root zone regularly;±3 down. For purposes of this analysis we have used the biological evidence and assumed groundwater at 2.75'. ' t n the street side of the dwelling The existing single cesspool which services the site is located o g f34':from the adjacent wetland and has a surface grade at the cover of±4.5'NGVD. It's bottom is in-the groundwater. It therefore would be considered failed should a Title 5 Inspection be_ undertaken. ' In order to improve the environmental impacts resulting from the cesspool, the owner would like to replace it. Location of a "Title 5" system, considering the geometry of the site and its adjacent wetlands, even utilizing all available local upgrade provisions appears to be impossible. With adjusted groundwater at 2.75 , soils which perc faster than 2 min/in., wetlands on 2 sides of a lot which is only 75' wide, and a finished floor in the dwelling of f5.05', the normal relaxation i of height above groundwater would be F; 4' separation. This means the bottom of an SAS would have to be 6.75% 1.T higher than the sill at the front door. Assuming the system would need to be galleys, infiltrators, or a trench, because of the limited yard area available,the system ' would have a total depth of 2' with at least 9" of cover. This puts the top of the system at 95; 4.45'higher than the sill at the front door and f2' above the bottom of the windows. ' The Board could allow a reduction to 3' above groundwater if all Title 5 setbacks, including the 50' setback to wetlands, were met. The surface grade over the SAS would then be±3.45' higher ' than the sill at the front door and f 1.5' above the windowsill. However, Title 5 setbacks leave only a triangular area±35xT in its greatest dimensions; insufficient for an SAS (Exhibit F). ' Assuming a Variance to remain only 10' off the building line because there is a short crawlspace under the building, 5' property line setbacks, and 50' off the wetland to minimize groundwater separation,the area available for the system is limited to a portion of the driveway and yard in. z ' front of the house. The averages space es 12'x35'. An SAS to service 2 bedrooms the minimum p g available under Code with a deed restriction, in a 2 min./in. perc. soils is±297.3 sq. ft. For a mounded system, the edge of the SAS must be at least 10' away from the retaining wall (310 CMR 15.255) and the wall would have an effective width of±F at the top and more,at the bottom dependent on height. This leave no available space for an SAS. Even if the SAS/wall ' separation were varied to 5', there is still no available space for leaching (Exhibit G). Consequently,the design must assume a 4' groundwater separation will be required. If the design assumes a 4' groundwater separation, it could then intrude on the 50' wetlands setback in ' Title 5 and request a Variance to 75%of the necessary leaching area. The flow would then be 165 gpd and the necessary leaching area±223 s.f. ' The minimum width for the SAS using a 2'trench, 10 setbacks trench to wall and P retaining wall width would be 24'. Such a space is unavailable. Cutting the SAS to wall setback to 5' requires a 14' width. There is a 49'wide section of the front yard which has this width(Exhibit ' I). It is as close as 37'to the adjacent wetland: Because the adjacent area of Shoestring Bay is open to shellfishing and classified as SA waters, such a diminished setbackwould not seem advisable. However, assuming a trench T wide with an effective depth of 18", this area would ' still only provide sufficient leaching for f 141.3 gpd; still 23.7 gpd short of the 165 gpd necessary with a Variance to reduce required leaching to 75% of the regulatory requirement. Such.a system would leave only a 16.5' curb opening sandwiched between several substantial trees and utility poles on the adjacent Town property, and a t5.5' vertical retaining wall. The curb cut would be unsafe for a passenger car due to diminished site distance to the west,the ' retaining wall being higher than the driver's eye level. It would also provide insufficient access radius for most emergency vehicles. ' Further,due to the height of the mounded SAS versus the building sewer invert,there would have to be a pump, in addition to a septic tank and "D" box. Assuming the tank could be located 5' from the building line, it could be located in the southwest corner of the house. However, it ' would need to be specially designed and oversize to accommodate ballasting because of its proximity to/in groundwater and areas prone to flooding. And it would be as close as 29' to ' adjacent wetlands. The pump chamber would, similarly require ballasting. The "D" box would have to be inside the mounded system's retaining wall, increasing the area it covers and pushing the wall closer to the i ' wetlands. The property line setback would go to "0" in this case, requiring a construction easement from the Conservation Commission which it is unlikely we could obtain. This would also leave no practical way to enter the dwelling as there would be f5.5' of exposed wall across most of the house front and within 8-10' of the front house wall. The house would be inaccessible for fire, rescue and other safety purposes. t � ' 1 We have attached a number of graphics to illustrate the setback and geometry problems ' discussed above. In summary, it is our professional opinion that a tight tank is the only functional alternative for ' this site. Should necessary Variances be granted, a contract will be negotiated with a licensed septic ' pumping company to service the site bi-weekly. Pumpings will most likely be disposed of at the Hyannis treatment plant. A deed restriction will also be developed and recorded limiting the property to the one bedroom now existing. ' Please don't hesitate to call if you require additional information. t Yours, i A. M. WILSON ASSOCIATES, INC. Arlene M. ilson, PW ' Principal nvironmental Planner Attachments 1 cc: Atty. Frederick Mycock ' 205AW 11/csp LIST OF ATTACHMENTS ' A=USGS locus Map B Assessors Map C —USDA/SCS Soils Map ' D —FEMA Flood Map E —Project Plan F—Title 5 Setback Sketch ' G - Local Upgrade SAS area for 3 separation to groundwater with local upgrade Variances ' H—Layout for SAS area for 4' separation to groundwater and local upgrade Variances I— SAS Layout and with Variances to retaining walls J—Title & Historic information 1 —Deed ' 2 — Town Historic Inventory Sheet 3 —Assessor's Field Card, 1970s K— Order of Conditions, SE3-4177 L— Letters of support from neighbors M—Abutters List and Notice ' N— Cotuit Oyster Company Groundwater Data f r A.M. WILSON ASSOCIATES, INC. From: USGS Topographic Quadrangle 3261 Main Street P.O. Box 486 Cotuit, MA ' BARNSTABLE, MA 02630-0486 (508) 375-0327 FAX (508) 375-0329 EXHIBIT A C o -- -, ---=p cep �..y ', \•—�-�"-`�`*�' _ i/ i --:.u. -t .. `� �,�" - \ rill (� k \. 0 \`j '� f r' v, •i �`\. it o -p A'I J\ 1 •r� o �� \1,✓-� 40�� �2 /, \s/ y /�):'�. nl (`� �II II 1`' iJii :. j1li.: I �o jV \ (� Rushy Marsh o a o6 1 // / —30^ I ,4 O �. 4n\ '"-✓ m :ll POnd- :�.I 7 O ��\ n PI ..p // U of 11 Y (- (\/Y \\� o Jp BO o \o\ o I O oseber o G ou t j ==K' g ' m\ 1 _ I nd i� a (( I r If .) °! Oli - _ Punkh r �-O -;k = nJ U o IQ� Q ° Pt O\ l © ° I� - �//�� o`p It NleadO o '(3•fib °�� n •� o ,�. � \ /Tide{. � � p "\� °r _,=-' � Cove• ¢� \/ f ° I�\ oDo mil /, ° u611c 7 C o Thatch - 0 °r u �` o� I•/ �° o \� a:nding ,. 1 Island SOU o f � •0 I p � ° 31r Little �\Q �� `uo Thatch I j l " z/ O • 4 m k It r\0 t 40 i' \ OOIt 40 •�• •O• •� I eat \ ti Popponesset B` ach Pond Zo 5 Jehu Pond / 2 D i o b l/ !Rock Landm 4 MauS op,Village \\\ r ?11��� ucconnessetcp 'Point f : � i�Z C'\l n 1 A.M. WI-LSON ASSOCIATES; INC. From: Town of Barnstable 3261 Main Street P.O. Box 486 Assessor's Map 6 BARNSTABLE, MA 02630-0486 ' (508) 375-0327 FAX (508) 375-0329 MIIBIT B 8 - 19 116 140 y 4e4t.. g P - .0 20 444c. 26 1@ O •63 AG .47AC. .00 Ire C ,? 17 8 45 �/ by - •97AC. m O m 16. n y $ n pC• ti - .59 AC. - 6e ® '4 i� w Z�Sy O \b PG• 1l 6 Olt A 0 ! r ` - 1 �0111M COgI�RYwT10M a V LAMB _ .` 0 , 1 12 .33AC Q ! .67AC. PL• ' �� I 7 9 9 \ \ I46 1•SIAC. _ ,72AC- .55AC. 103 /60 \10 180 73 bi ROAD _ ' 58 )as 93 SO AC. .II,P� $ '4 'T 3I ` -53 AC 61 11 10 Z • ,III Q 41 1 .40 7 TOWN coulC9cvwTlow fie 0 - i ;moo,u: 1 �5"Jgd � � o , From: USDA/SCS Soil Survey ' 3261 Main Street P.C. Box 486 of Barnstable County BARNSTABLE, MA 62630-0486 Sheet 32 FAX (508) 375•0329 EXHIBIT C V (Joins sheet 27) U 28 CCB d C, M'eB CcA O MeA n CcB d C11 o MeA cap n Me6 .Q Ft a ._ImA\) a D n Gc6 y 1 V G v s# E nA U ewts Cc8 ` P' a Treefi' 4 CdD 1 Ga o O MeA Ft / ,� CcA + orner r F / u Cc F Cc8 t, y" aQ �j G� U Ft CcBQy CdC ... �9 r�5..-��' rR�9 and'- � ➢ `s? w: I� _, CcA: �n E '��v �-,�` n +CdA� CdC Gam '� vE- x y �7 Fm CdC ,i Ci c wY CeBCcA a j CdB �' Q o x� i. f '^0{-y-{ '(.t'cy' - b -} 3F9(;73,}�d-;+�y. i"-•sr..,[' 7' :'�� CdC� J•m i,v a.:r+'n �` :f t „ x t'GKIM='��" - I: .. � ���rx ��.. � �, E' •�7.*� �'S,3e ut: Y`re,i1 ,�,.+. ,�y a S 7 ti .y ,a.� � C r r r ' Y G s dG e i 3 Me iushy ,c t CdD.M c N {�aFs? C�A� �# ,��n,,�'-�3k li,� Bh � F7OSFBERRgY+y j 62 t �iCdC �.gt.ory 4 ty `ImA CdD r � - O�P��+"ec�'� < O c D Me ow i zGa � Q. O 0 Anns. O 5 THATCH ISLAND ay ' �Ca6 h. o �o f2o�N Popponesset ! Cd'c �� I Hoc Beach n , Cd6 (Joins sheet 35) C B i E. i I I - A.M. WILSON ASSOCIATES, INC. 3261 Main Street P.O. Box 486 ' BARNSTABLE, MA 02630-0486 From: FEMA Rate Map (508) 375-0327 FAX (503) 375-0329 Town of Barnstable Sheet-21 EXHIBIT D" rn Raw, co �. � '\, � ate �£� '�,,' ���•++xt J `s ? / \ \• - ^ u !3SS3N°ad° \ W f /Awlll co c Ilk 00 U fly 0 i� y �� TY. fn�r* tilt � ysr ° HI�_ ih�. ��� k ��xtr•�'4�T{Y". � S�t � �.�Y C ,�s•� Fr-r '``��e 7�" � 1 Rk h O) c n O r rn 7� rr ' iT? ' EXHIBIT F Sketch showing Title 5 �� -06 x &R^MPpP°RTfD required setbacks x A \ AFf/O�ESnN scale 1"=20' o, 9 0 \v n J' Q# N.W.EL.=II jF / �. •!J` �lA�e '+ific T-±UG_--7_ —'�(c---�W! — — _ l // y�srumlf Of ve e(efee Opp" pR kr zra'�rw 1 p-� Esis(ing Oe[k PRRA �p I I C-1 ero afF I I io-A,, DECK FO"na � :7p 96�fMpCj?°ry Renow tTO BE I �'D COMPLETED c To�CNMOr . - tA I fE f' iL .. I /761 Son(uil Rood o I F, Ex/s(ing Owe//ny r� OI0 4 i F.E/ev. e.S 05'NG VD. w. Hr I I ;ivi•i�i�iri'i i• •••••• • •••••• . I o 0 16' r 0rv —y'Sr�rlb�eY $ • en Pe ,ONCE •• •��• 75.00 Bn+ce a .M• rr,' .�'�� •\' y pry fd9e p(Pavement R o ,•d San tU i t 1 _ 1 • f, ' EXHIBIT G Area available for SAS with local upgrade variences to 1/2 building tand property line setbacks `��Wq r COST S 410 e 'Wc PROP 0 SCp�w _ O i Op SIRS Ar M.N.W.EC.>t.7 N.C.V.D. — PROR � Nt- Lim/I Of Vege(o(ed I f p ✓` Existing Deck 19-s +� I PR C� _ x I 1 RAMP I 1 Gown Areo _pfC c• kSC RfMooN Re�oroton 1 �p TD BE � COMPLETED ee . I / Brcp Polio TO<nlC c 6pUN Or Cp M,q J4 I I �765 Sonfui(Rood - ' I FF L7 Vsfing Owe//ing y =.S DS'NG VD N' S, en,en j o' / o ° \ To BnNO C{. — �PpP fpqED & p qo t 16't I O AP`�CfAns /5 , [ n eo A A✓ i'No�DYJa6�~AG ' E Nam- M � 75.00' �. Edge 0l Povement O J d i Q San to lot ' , EXHIBIT H Layout for SAS with reduced groundwater separation and other v local upgrade variances fT x 5 1.x<RBPOSfD N - i ROPO M.M.W.EL.= / 'fit � � �_J,. !T •A�eo..' _3�'___u!___y. ' I 4 '•. � `-'d6 ,y�— i Lmif Of Vg. fd WNond��- — —' 1h,•�___— P j OEf N!1 F fN/CN I P 1 NC f ,ate_ -Wing Deck. . +W I Rg"0 1 I qMP I I ` 1 [own Aroo DICK ny Bf g40 VV Recent 70 BE q COMPLETED - U p o0o roa/V 1 BO�A16 CQNu/'�I ,Wi I f<IV CRf � I 1 1 I' "' S luif Rood I I FF,E7evstklg05 Owe//ng �i ! 1 l I k I Hush ID T • '� - `nndf •1` l °° ° o to }c 6 c MPf BgHs ODE ca f/ �Iq QFU MAI Id 'TAK i i// 1 • S �-�-'i` '1 �t � pR,Isas uG,r��x ! - / � . DNS N° i 75.OD -J L elnenl �1 Oa , Edge Q!pcv K Son tuft L I ' EXHIBIT I SAS Layout with no GW separation variance but other setback variances ' / LACKWA'PosT including distance to . o. 41k RAMPPPORrEo wetlands and retainage QC / ice / O FO AC SS"S--1-- ,�— —' ---� A _ Tq/RS 'gCc M.N.W.EC.=1.7 — —2_` --- Alk PROP ,� Umit O/Vegetated Wetlond I PR1 O'7 ���_ Ev/sting Oeck. Bow , I I 1 c �e� n�ere i I [own.area OECk - - - I �' T 0O/V Recent BE REM00 Renorol"on ' I TO BE Bs COMPLETEp p � I I Bnck Polra uE/1/ i BOP oFCHM, I I I r i I , A765-nIW(Rao, F.F,' E7av rhy Owe//hg e SOS NC VO R e eNsn 101 f ' :f o o m � 6gSSP C' i H 1�I --- 1-"T" PfO NO�OpL i.; f i I i 1 6 to E �t 21 ' °`nd�P gPAA-fD N I _ S � l 75.00, M - d V• yr a ement 0. Edge 0/.Pov a(may// San tu it • ' EXHIBIT J-1 ' erct.219O rrc: 299 00996 I, MARION L. CROSBY, of Barnstable (Cotuit), Barnstable County, Massachusetts, EXECUTRIX ' Iunder the WILL ofaE 7 /QQ WILLIAM E. S. CROSBY, ' by power conferred by Barnstable County Probate Court, Case No. 50402, under license granted January 9, 1975, . and every other power, for TWENTY-NINE THOUSAND FIVE HUNDRED g 00/100 ($29,500.00) ---Dollar paid grant FREDERICK C. MYCOCK, of School Street, Barnstable (Cotuit), ' Barnstable County, Massachusetts, thelandin Barnstable (Cotuit), Barnstable County, Massachusetts, at Little Neck, so-called, bounded and described as follows: On the North by land now or formerly of Robert E. Fowler, formerly of ' Hiram Crocker; On the East by Santuit Road (formerly Little,Neck Road, so-called), Seventy-five and 00/100 (75.00) feet; On the South by land now or formerly of Charles L. Gifford; and On the West by Popponessett Bay, Seventy-five and 00/100 (75.00) feet. ' Being the same premises conveyed by Charles L,• Gifford to William E. S. Crosby by deed dated April 14, 1945, and recorded with Barnstable County Registry of Deeds in Book 626, page 12B. Nauss.....TRY......hand and seal this.............14t11................clay of,.,January.,....................I9..75 ... ........4........... l: aa..Gt ;.....:. MARION L. CROSBY, Executrix lunder ' ......................... ....................................... ...the.A till,.of..-WILLIAM..E_..S....CROM .............................................:........................................ .......................:.............................................................. t ' elm emttmattroraltf; of snood rll mum, Barnstable, January 14th 1975 Then personally appeared the above named MARION L. CROSBY, Executrix under t the will of William E. S. Crosby, and acknowledged the foregoing instrument to be her. free act and deed, before me t. Bernard T. Kilroy NftgPubticx 2M FP*�ruar 21 8O i ntLl�lUtU BAN 16 75 EXHIBIT J-2 ., "FORM B-BUILDING Assessors Number USGS quad Area(s) Form Number ' 6-13 Cotuit � p SS 22 ' - Massa chusetts Historical Commission . Massachusetts Archives Building 9 220 Morrissey Boulevard Town Barnstable Place (neighborhood or village) cotuit Label SS. Address . 765 Santuit Rd. on the this 11istoric Name: Ned Crosby's Shack on - Uses: Present Residence Original S ame n Date of Construction 1920 _ in relation tolhe nearest cross streets and/or major . Source Assessor's record ' natural features Show all buildings between inventoried building and nearest intersection or Style/Form Colonial Revival natural feature. Label streets including route ' numbers, i Architect/Builder Ned Crosby f any. Circle and number the inventoried building. Indicate north. CTB Mashpee -1 Santuit River 23 38 20 19 N Exterior Material: 62524 021 CTB 7 Foundation Concrete slab (part) .3 CTB 39 2 37 j Highgrou WATrim Cedar shingle San roe Golf Cour e Rd S Shoestring Roof Composition Bay Outbuildings/Secondary Structures. 1 rocker ' NeckRoad - i # nnessetRd Major Alterations Two parts j oined' c. ' S ntuit Road 1946; south wing 1960s. j 2 Fullers Marsh x ' Croc c Moved no ❑ yes❑ �� Recorded by James W. Gould Acreage .17 Organization Cotuit Historical Setting: On Shoestring Bay at low point Society From Fullers Marsh, at north end of Mareh 2.6o�., I � ' � 1 1 1 1 � I 1 1 1 1 1 1 1 1 RESIDENTIAL PROPERTY T DISTRIC MAP NO. LOT NO. FIRE SUMMARY c� STREET 765 Santuit Rd. .on Popponessett Bay, COtUiti LAND H 6 13 L' 73 BLDGS. G H OWNER !t e TOTAL J - LAND .. RECORD OF TRANSFER DATE BK ' PG I.R.S. REMARKS: Unnumb.Lot � BLDGS. p TOTAL Willsza ras-c�i - �t? -CJ2 2U LAND Mycock, Frederick C_j 1-16-75 2149 BLDGS. . TOTAL LAND BLDGS. . - - TOTAL LAND BLDGS. - m _ TOTAL � LAND BLDGS. m TOTAL LAND BLDGS. TOTAL LAND BLDGS. INTERIOR INSPECTED: 0) TOTAL DATE: `(,_.../�� '�, LAND ACREAGE COMPUTATIONS a) BLDGS. LAND TYPE $( OF ACRES PRICE TOTAL DEPR. VALUE ^ TOTAL HOUSE LOT �� .J;i I'/ d uYJd D / D C) LAND CLEARED FRONT BLDGS. TOTAL REAR LAND WOODS&SPROUT FRONT REAR BLDGS. WASTE FRONT TOTAL REAR LAND , - BLDGS. TOTAL - LAND / 125BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH % FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND .. ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND WAS D. rn GS. _ FOUNDATION. EiSMI'•. tk ATIIV t-([ INk�a . LAND COST 'c.Walls Fin, Bsmt.Area -,i; }� Bath Room - Base / % !�.'• BLDG. COST m. Blk.Walls Ssmt. Rec. Room 'St. Shower Bath Bsmt. pURCH. DATE . c. Slab Bsmt.Garage St. Shower Ext;!:` Walls PURCH. PRICE . A Walls Attic Fl. &Stairs Toilet Room Roof RENT no Walls Fin.Attic Two Fixt. Bath - Floors s INTERIOR FINISH Lavatory Extra it. f P 2 3 Sink / a p . At tic I/4 la terUw 6 /Z Water Cie. Extra :XTERIOR WALLS Knotty Pine Water Only:ble Siding' /( No Plumbing Bsmt. Fin. Fin. b gle Siding Plasterboard Int. � 7 5 ,(, Y Shingles r?/?A.I A• �, , ► TILING c. Blk. G F P Bath FI. Heat e Brk.On Int. Layout Bath FI.&Wains. Auto Ht.Unit A7 7 Veneer Int. Cond. Bath FI. &Walls Fireplace I8 t. Brk.On HEATING Toilet Rm. FI. Plumbing — )3e) 12- d Com. Brk. Hot Air Toilet Rm.FI. &Wains. Tiling r3 ; J� Steam Toilet Rm. Ff.&Walls nket Ins. ti Hot Water St. Shower Total .. /F>, f Ins. Air Cond. Tub Area /0 d Floor Furn. /s /•2 , ROOFING COMPUTATIONS h. Shingle Pipeless Furn. 2�/S. F. / )d Shingle----- --- No Heat J f S. F. s. Shingle if Burner S.F. to Coal Stoker S. F. Gas S F OUTBUILDINGS ROOF TYPE Electric 1 2 3 4 5 6 7 8 9 10 1 ,2 3 4 5 6 7 8 9 10 .MEASURED S. F. de Flat- S. F. Pier.Found. Mansard FIREPLACES Door nbrel Fireplace Stack Wall Found. 0. H. LISTED FLOORS Fireplace Sgle. Sdg. Roll Roofing fir:' C. LIGHTING Dble.Sdg. Shingle Roof DATE lh No Elect. Shingle Walls Plumbing a_ Cement Blk. Electric . dwood -1 ROOMS PRICED It.Tile Bsmt. 1st t r TOTAL /C Brick Int: Finish gle 2nd 3rd FACTOR ��.� U ,�\• REPLACEMENT 17,F/S ',4 OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOO. CONO. REPL. VAL. Phy.Deep.. PHYS. VALUE Funct.Dep. ACTUAL VAL. V LG. f 3 t i i 7 3 ' Bk 19362 P:9166 a9?E6191'T K 12-213-20_0i�4- a 1 1 4-4 cl Massachusetts Department of Environmental Protection ti o� Bureau of Resource Protection - Wetlands bEP File Number: 9 kMASS. $ WPA Form 5 - Order of Conditions SE3-4177 �A 1639. �0 Provided by DEP ' fff]Mp�a Massachusetts Wetlands Protection��Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII A. General Information tportant: henfillingFrom: fut forms on Barnstable 4 rcomputer, Conservation Commission e only the ab key to This issuance if for (check one): ve your rsor- do ® Order of Conditions t use the eturn key. ❑ Amended Order of Conditions r� To: Applicant: Property Owner(if different from applicant):. Frederick C. Mycock Name Name P.O. Box 730, 3291 Main Street Mailing Address Mailing Address . ' Barnstable MA 02630 City/Town State Zip Code Cityrrown State Zip Code 1. Project Location: 765 Santuit Road Cotuit Street Address City/Town 6 13 . Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable 2140 299 ' County Book page Certificate(if registered land) ' 3. Dates: ` August 5, 2004 September 28, 2004 mF/`; 0d Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance ' 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan . Nov. 22, 2004 Title Date Title Date Title I Date { 5. Final Plans and Documents Signed and Stamped by: 7 ' Robert Drake, PE Name I ' 6. Total Fee: $313.00 (from Appendix B:Wetland Fee Transmittal Form) i i 1Paform5.doc•rev.11/30/04 Page 1 of 7 • ��tTOwti Massachusetts Department of Environmental Protection DEP File Number:o� Bureau of Resource Protection - Wetlands MAS& = 1639. WPA Form 5 - Order of Conditions Sb-4177 9�a , rf Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP ' and Town of Barnstable Ordinances Article XXVII B. Findings ' Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ® Land Containing Shellfish , ® Prevention of Pollution ' Private Water SupplyFisheri❑ ® es ® Protection of Wildlife Habitat ' ❑ Groundwater Supply ® Storm Damage Prevention Flood Control i Furthermore,this Commission hereby finds the project,as proposed, is: (check one of the following boxes) t Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth ' in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the ' following conditions modify or differ from the plans, specifications, or other proposals submitted with I the Notice of Intent,these conditions shall control. Denied because: l ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland i regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. C ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect ' of the work on the interests identified in the Wetlands Protection Act.Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). z � I General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to'revoke or modify this Order. ' 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any I I injury to private property or invasion of private rights. " i ' 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations.. 4 i i I �Paform&doc•rev.11/30/04 Page 2 of 7 -s 3 of Massachusetts Department of Environmental Protection � i►1E ram,', o� Bureau of Resource Protection - Wetlands DEP File Number: MRNSTAB WPA Form 5 - Order of Conditions SE3-4177 9�A 1 `0$ Provided by DEP 0 rE39. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) ' 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or t b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are ' set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 1 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, ' pipe,tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 1 i 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title ' of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording ' information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work., 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in ' size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MA DEP"] t "File Number SE3-4177 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the ' Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. ' 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the ; Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. ' 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any ' data deemed necessary by the Conservation Commission or Department for that evaluation. �paform&doc•rev.11/30/04 4 Page 3 of 7 i �1HET Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3-4177 �A ,639.' �e Provided by DEP TEo��a Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) ' 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. ' 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a ' Certificate of Compliance has been issued by the Conservation Commission. 2 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully ' stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation ' Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached i Findings as to municipal bylaw or ordinance ' Furthermore, the Barnstable herebyfinds check one that applies): � Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: I Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate'to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Article 27 of Town Ordinances Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and'with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, ' the conditions shall control. ,paform&doc•rev.11/30/04 Page 4 of 7 NE34177 Mycock �pproved Plan= November 22,2004 Revised Site Plan by Robert Drake,PE Special Conditions of Approval �. Preface �aution: Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The fi consequence may include issuance of a stop work order,fines, requirement to remove unpermitted structures,requirement 'o re-landscape to original condition,inability to obtain a certificate of compliance,and more. (he General Conditions of this Order begin on page 2 and continue on pages 3 and 4.,The Special Conditions are ontained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: ' 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General Condition number 8(recording requirement)on page 3 shall be complied with. . s 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all ' conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation ' Commission Forms A and B shall be completed and returned to the Commission prior to the start of work i 3. General Condition 9 on page 3 (sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. i 6. Staked strawbales backed by trenched-in siltation fencing shall beset along the approved work limit line. Effective i ' sediment controls shall remain until the site is stabilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation • 1 ' Commission. Note:the strawbales and siltation fence must show in the foreground(or bottom of the photographs. 8. The Natural Resources Dept.shall be notified at least 21 working days prior to the start of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable,shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ' ensue at the PP expense of the applicant P p.4.1 i r �I. The following additional conditions shall govern the project once work begins. 9. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. ' 10. General condition No. 17(maintaining sediment controls)on page 4 shall be complied with. 11. The work limit shown on the approved plan shall be strictly observed. 12. There shall be no disturbance of the site-including cutting of vegetation,beyond the work limit. This restriction shall ' continue over time. c 13. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the i i provisions of this Order of Conditions. 1 14. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. j 15. This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system. e 16. Any fill used for this project shall be clean fill. Any fill shall contain no trash,refuse,rubbish,or debris. j t � 17. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner. i 18. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. } ' 19. The restoration of the `dirt area' consistent with the protocols given in the plan notes. ' 20. The unauthorized stone groin shall be removed as shown on the approved plan. I' 21. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer shall be applied. Over-fertilizing shall be avoided. f 22. Work limit markers(wood stakes) shall remain until a Certificate of Compliance is issued for this project. ' 23. A knee-high rail fence(or approved alternative)shall be constructed and maintained along the"limit of wetland ! i vegetation"line shown on the plan on the seaward side of the property. kor the pier... 24. No CCA-treated or creosote-treated materials shall be.used. 1 25. Deck plan spacing shall be at least one half inch. ' 26. Work shall occur during the off-season only: October 15 through May 1. E 1 f I - 27. No dredging(including but not limited to effects of propeller wash)is permitted herein. Deepening the berth by propeller scouring is strictly prohibited under this Order. 28. The seasonal storage of floatsgshall be at a suitable upland site. Floats shall not be stored on banks,marshes or dunes. The following special conditions in italics shall govern boat use at the approved pier. These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier"shall refer not only to the linear pile-supported structure,but also to any of its components or appendages such as the float(s),ell,tee,ramp, outhaul piling,etc ' 29. No motorized craft shall be used or berthed at the approved pier, given the conditions of insufficient depth and mucky substrate. ' 30. Boats berthed at the pier shall not ground at low tide. 31. Boats shall only be berthed at the float. ' 32. A small sign shall be displayed at the end of the seasonal the pier. It shall read: SE3-4177 Limitation: ' • No motorcraft allowed 33. Any desired pier lighting shall receive prior approval of the Conservation Commission or Department. F f f 34. Lead piling caps shall not be used. ' 35. Work on the pier shall ensue mid-tide falling or as otherwise necessary to prevent the grounding of the work barge on the substrate. 36. The renovation deck section shall be deleted as shown on the approved plan. `t ' 37. The low rail fence shown on the plan at the wetland edge shall be constructed. 1 IV. After all work is completed,the following condition shall be promptly met: ' 29. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned "r with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped s i ' by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the I ' record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request i for a Certificate of Compliance,an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p.4.2 I I oFIME r Massachusetts Department of Environmental Protection DEP File Number: �"� Bureau of Resource Protection -Wetlands ABLF = WPA Form 5 - Order of Conditions SE3-4177 9�p ,' Massachusetts Wetlands Protection Act M.G.L.'c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 1 Additional conditions relating to municipal ordinance or bylaw: see attached T 3 1 ' This Order is valid for three ears unless otherwise specified y as a special condition pursuant to General Conditions #4,from the date of issuance. 1 Date ' This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by ; certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional I 1 Office (see Appendix A) and the property owner (if different from applicant). Signatures: R ?tip � N 1 (Z O ] ! Q, a o e ���fllil�1` i On a ' v l Of Day Month and Year 1 before me personally appeared s4/v 1 . to me known to be the person described in and who executed the foregoing instrument and acknowled ed that he she ex cut tie same as hi er free act and deed. J Notary lic My Commission Expires i 1 This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested,on I NOV 3 0 2004 1 i Date Date i �paform5.doc•rev.9/28/04 I Page 5 of 7 i b Massachusetts Department of Environmental Protection � DEP File Number: Bureau of Resource Protection - Wetlands , '�$ WPA Form 5 - Order of Conditions SE3-4177 ebp ,639. ��' TEDN1Afa Massachusetts Wetlands Protection Act M.G.L.-c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII C. Appeals ' The applicant, the owner, any y person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. ' The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request i shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to ' the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how ' the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts ' Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. T l D. Recording Information i This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the ' Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information ' on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable i Conservation Commission 1 r t 1 j i j I 4 t i t f 1 i BARNSTADLE REGISTRY OF DEEDS �paform5.doc•rev.11/30/04 Page 6 of 7 7 i ' EXHIBIT L Daniel P & Margaret M Sullivan ' 700 Popponessett Road Cotuit, Massachusetts 02635 a September 15, 2003 tConservation Commission Town of Barnstable 200 Main Street t ' Hyannis, MA 02601 1 ' Re: Frederick C. Mycock 765 Santuit Rd. Cotuit, MA Hearing date September 23, 2003 ' Dear Commission: My husband and I are parties of interest in the hearing concerning the renovations ' to the property located at 765 Santuit Road, Cotuit. Mr. Mycock, the property owner, has review his plans with us both on paper and on the ground. Having know the property since 1954 when we first moved to our home on Popponessett Road, we ' would be very pleased to see this property upgraded in a manner that would keep it's rural charm. In this day and age Cape Cod has loss to many of this historically significant fisherman's shanty. It is our opinion that the Conservation Commission ' should assist the property owner that helps to maintain the Cape Cod of yesteryear. ? G Very truly yours, Daniel P. & Margaret M. Sullivan t i n - j r t ti 1 � John C. and Ramuta H. Bacon ' 750 Santuit Road Cotuit, Massachusetts 02635 t ' September 19, 2003 Conservation Commission ' Town of Barnstable 200 Main Street Hyannis, MA 02601 a Re: Hearing date September 23, 2003 Frederick C. Mycock 765 Santuit Rd. Cotuit, MA 1 Dear Conservation Commission: My wife and I are the most immediate abutters to the subject property, we have resided across the street from the "Crosby Shack" since 1984. We have had a chance to review the proposed renovations to the property and are delighted to find ' that it is Mr. Mycock's' intention to retain the character of this historically significant property. In this day of"trophy homes" it is refreshing to find that there. are still property owners who are interested in maintaining the character of Old ' Cape Cod. We feel that retaining the look and feel of properties like this is why the various town and county boards have been created. We urge the Conservation ' Commission to approved Mr. Mycock's plans as proposed. Very t I youurrs,,,LL �iLrit�c� 1 ; John and Ramuta H. Bacon . r i I i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' EXHIBIT M ABUTTERS LIST MYCOCK COTTAGE ,d MAP LOT OWNERS NAME AND ADDRESS ' 6 12 Town of Barnstable Conservation Commission 200 Main Street ' Hyannis, MA 02601 14 Town of Barnstable ' (Town Landing) c/o Town Manager 367 Main Street ' Hyannis, MA 02601 I 48 'John and Ramuta Bacon ' 750 Santuit Road Cotuit, MA 02635 ' 49 Town of Barnstable Conservation Commission 200 Main Street Hyannis, MA 02601 REQUEST FOR SEPTIC SYSTEM VARIANCES ABUTTER NOTIFICATION LETTER . ' DATE: 6/01/05 RE: Upcoming Barnstable Board of Health Public Hearing ' To Whom It May Concern, As an abutter within 100 feet of a proposed project, please be advised that a Septic System Variances has been filed with the Barnstable Board of Health. APPLICANT: Frederic M cock PROJECT ADDRESS OR LOCATION: 765 Santuit Road f ' Cotuit, MA ASSESSOR'S MAP& PARCEL: Map 6 Parcel 16 a ' PROJECT DESCRIPTION: Abandonment of existiu single cesspool and I replacement with "tight tank" with required Title 5 Variances from 310 CMR 15.201 through .293 as necessary and local Variances from Part VIII sec.:1.0 5.0 and 9.0 4 f APPLICANT'S AGENT; A._M. Wilson Associates, Inc. 20 Rascally Rabbit Rd., Unit 3 ' Marstons Mills, MA 02648 PUBLIC HEARING: Town Hall,Hyannis Selectmen's Conference Room—2"d floor Date: 6 / 14-/ 05 Time: meeting begins at 7:00 PM NOTE: Plans and application describing the proposed activity are on file with the Board of tHealth office at 200 Main St., Hyannis. ' EXHIBIT N ' A.M.Wilson Associates Inc. November 14, 2003 Barnstable Board of Health 200 Main Street ' Hyannis, MA 02601 ' RE: Cotuit Oyster Company, Inc. i Variance Request 26 Little River Road, Cotuit ' (Our File No. 2.1240.00) ' Dear Board Members: m ' Attached in accordance with your request,please find groundwater data collected from the monitoring well installed t the Cotuit Oyster Company, Inc.:property on 10/20/03. For the 25 ' days covered so far, we have a total of 34 readings. There are no readings for 4 days. The observation well consists of a piece of 4" diameter perforated PVC pipe set at approximately —0.25'NGVD. The sediments were uniformly clean med/coarse sand. A small amount of ' washed stone was set at the base. The pipe was set by hand and backfilled by machine. The weather was dry at the time of installation. Grades around the pipe and at the top of the pipe were surveyed in on 10/21/03 on NGVD datum;the-same datum as the septic system design ' sheet for the project. The elevation for the top of the observation well is 9.25'NGVD. The most extreme astronomical tides of the period occurred 10/25/03 through 10/29/03. The ' highest groundwater readings occurred 10/28/03 and 10/29/03. Readings were taken over the course of a 4 hour period on 11/08/03; from 2 hours before to 2 ' hours following the midday high tide to confirm the period during which ground water is most influenced by the tide. Based on this data, it appears that readings taken from shortly after to 1 '/2 hours after High Tide at this location will reflect the highest daily groundwater elevations. The highest groundwater reading recorded during the monitoring period was 2.3'NGVD. As you may recall the assumed high groundwater elevation used for septic system design was 2.4' ' NGVD. P.O. Box 486 508 375 0327 ' 3261 Main Street ' Barnstable, MA 02630 FAX 375 0329 Please don't hesitate to contact our office should you have any questions or require any additional information. i Yours, A. M. WILSON ASSOCIATES, INC. i tArlene M. Wil n, PWS ' onmental Planner. Principal Env Attachment: Groundwater Monitoring Results cc: Dick Nelson Atty. Edward Garguilo 1103AW08/csp n t j i . i i COTUIT OYSTER CO. GROUNDWATER OBSERVATIONS Time of Depth ' Daytime Daytime Well of Water Month/Day High Tide Low Tide Reading Water. Elevation Comments ' 10/20/03 8:41 a.m. 2:11 p.m. 3:30 p.m. 8.3' 0.95' (2.2) 10/21/03 f9:32 a.m. 10:30 7.4' 1.85' Overcast/rain ' 11:30 7.2' 2.05' 10/22/03 10:24 a.m. 4:01 p.m. (2.5) (0.2) ' 10/23/03 11:12 a.m. 4:53 p.m.' 11:20 8.0' 1.25' s (2.7) (0.0) 10/24/03 11:54 a.m. 1:00 P.M. 7.2' 2.05' 10/25/03 12:44 p.m. 6:33 p.m. 3:10 7.6' 1.65' New Moon (3.0) (44) ' 10/26/03* 12:30 p.m. 7:22 p.m. 2:40 7.2' 2.05' (3.1) (-0.5) 10/27/03 1:18 a.m. 8:13 p.m. 10/28/03 2:09 p.m. 8:28 a.m. 4:00 6.95' 2.3' 10/29/03 2.57 p.m. 8:40 a.m. 4:00 F7.O 2.30' Overcast 10/30/03 3:45 p.m. 3:57 p.m. 4.17 2.2' Clear r 10/31/03 4:49 p.m. ' 11/0 t 1/03 6:07 p.m. 11:18 a.m. 11:30 7.8' 1.45' (2.6) (0.3) 4:30 7.9' 1.35' ' 11/02/03 7:00 p.m. 12:25 p.m., 8:35 - 7.6' 1.65' (2.4) (0.4) 1:00 7.9' 1'.35' 1148 7.85' - 1.4' ' 11/03/03 8:04 p.m. 1:31 p.m. 7:28 a.m. 7.55' ' 1.7 Clear (2.4) (0.4) 9:33 7.4' 1.85 *End Daylight Savings Time i r ' Time .of Depth ' Daytime Daytime Well of Water Month/Day High Tide Low Tide Readinq Water Elevation Comments 11/04/03 �9:02 a.m. 2:33 p.m. 9:45 7.4' 1.85' , (2.4) (0.3) ' 11/05/03 9:52 a.m. 3:27 p.m. 11:06 7.3' 1.95' Rain (2.5) (0.2) 11/06/03 10:35 a.m. 4:14 p.m. j (2.6) (0.1) 11/07/03 11:10 a.m. 5:20 p.m. 11:55 7.2' 2.05' Partly cloudy I ' 11/08/03 11:50 a.m. 5:36 p.m. 9:50 8.0' 1.25' Full moon (2.6) (0.1) 10:40 7.8' 1.45'. Partly cloudy 11:00 7.7' 1.55' f40°F ' 11:3 0 7.6' 1.65' 12:05 7.5' 1.75' s -12:35 7.5' 1.75' ' 1:00 7.5' 1.75' 1:30 7.6' 1.65' 7.65' 1.6' 11/09/03 12:25 P.M. 6:14 p.m. l:40 7.8' 1.45' Clear (2.7) (0.1) 1 11/10/03 1:00 P.M. 6:52 p.m: 1:16 7.65' 1.6' Clear (2.6) (0.1) ' 11/11/03 1:37 p.m. 6:59 a.m. 2:28 pm 7.45 1.8' (2.6) (0.4) 11/12/03 2:16 p.m. 7:38 a.m. 2:35 p.m. 7.35' 1.9' ' (2.5) (0.4) i E 11/13/03 2:57 p.m. 8:19 a.m. 3:09 p.m. 7.1' 2.15' High winds (2.5) (0.5) 11/14/03 _. 3:41 p.m. 9:02 a.m. 3:47 p.m. 7.8' 1.35' Gale winds (2.4) (0.5) I 11/15/03 4:30 p:m. 9:50 a.m. 7:50 a.m. 8.0' 1.25' i (2.4) (0.5) E 11/16/03 5:23 .m.p 10:43 a.m. I E (2.4) (0.5) I i i IER SHUTOFF V _ .17.72' ,i r✓7I �TIFs / Tao Of 4' Ply rest W&Y � EleY ss.4 (M.c ND.)_POW UTILITY �c F1 p,�3 D-go EXIST SrOCKADE FENCE- Tapp of 4. 1 •� J ����,� � �2� .� Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands t aY° r WPA Form 3 — Notice of Intent y. Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Cotuit ' &TOWN OF BARNSTABLE ORDINANCES Town Barnstable A. General Information ' ' Important: When filling out 1. Applicant: forms on the Frederick C. Mycock ' computer, use Name P. O. Box 730 E-Mail Address(if applicable) only the tab key to move 3291 Main Street your cursor- Mailing Address ' do not use the Barnstable. MA 02630 return key. City/Town State Zip Code reb Phone Number Fax Number(if applicable) 2. Representative(if any): I A. M. Wilson Associates Inc. ' Firm Arlene M. Wilson, PWS Note: Contact Name E-Mail Address(if applicable) ' Before P.O. Box 486 ' completing this Mailing Address form consult Barnstable MA 02630 your local Conservation City/Town State Zip Code ' Commission 508-375-0327 - 508-375-0329 regarding any Phone Number Fax Number(if applicable) municipal bylaw or ordinance. 3. Property Owner(if different from applicant): same as applicant) Name ' Mailing Address - City/Town State Zip Code ' 4. Total Fee: M $313.00 ' (from Appendix B:Wetland Fee Transmittal Form) 5. Project Location: 765 Santuit Road Cotuit ' Street Address , City/Town 6 13 Assessors Map/Plat Number Parcel/Lot Number t6. Registry of Deeds: - 'Barnstable 2140 299 County Book Page } Certificate(if Registered Land) • ' WPA Forth 3 Page 1 of 8 Rev.02100 Massachusetts Department of Environmental Protection + DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 3 Notice of Intent Provided by DEF Massachusetts Wetlands Protection Act M.G.L. c: 131; §40 Cotuit' g &TOWN OF BARNSTABLE ORDINANCES,` Town Barnstable t� A. General Information (cont.) 7. Summary of Project Impacts: a. Is any work being proposed in the Buffer-Zone? ® Yes If yes, how many square feet? ±4650 s.f. b. List the impacts of proposed activities on each wetland resource areas(temporary and permanent impacts, prior to restoration and:mitigation): Resource Area Size of Impact(e.g.,,sq. ft.) Land Under Water ±3.6 s.f. ' Salt Marsh ±0.45 s.f. ' Beach ±0.45 s.f. LSCSF ±4650 s.f.' B. Project Description ' 1. General Project Description: _ - t Repair and maintain existing dwelling; remove±4x19' section of deck; replace cesspool with ' Tight tank; replace and maintain dinghy dock. N Y 2. Plan and/or Map References:.-, Wetlands Permit Plan 8/11/03 Title '. Date WPA Forth 3 ', Rev.02/00 Page 2 of 8 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands P - WPA Form 3 — Notice of Intent Provided by DEP w Massachusetts Wetlands Protection Act M.G.L. c. 131,-§40 Cotuit ' &TOWN OF BARNSTABLE ORDINANCES Town Barnstable C. Activities Subject to Regulation 1. a. Check the applicable resource.areas if work is to be conducted in an associated Buffer Zone: Inland Resource Areas Coastal Resource Areas InlanddB Coastal Beach Barrier Beach ❑ Bal�ls� ® ❑ ' ❑ Borderpg'�egetat Wetland (BVW) ❑ Rocky Intertidal Shore ❑ Coastal Dune ® Salt Marsh ❑ Coastal Bank b. Complete for all proposed activities located, in whole or in part, in Wetland Resource Area(s). Inland Resource Areas: r Bordering Vegetated Wetlands: Bordering Land Subject to Flooding: ' Square Feet altered Volume of Flood Storage Lost(cubic feet) 0 0 Square Feet replaced Volume of Flood Storage Compensation(cubic feet) ' Land Under Water Bodies- Isolated Land Subject to Flooding: 0 0 Square Feet altered Volume of Flood Storage Lost(cubic feet) 0 0 Cubic Yards dredged Volume of Flood Storage Compensation(cubic feet) 1 Bank: 0 Linear Feet altered Coastal Resource Areas:, ' Coastal Dune: Land Under Salt Pond: 0 0 ' Square Feet altered Square Feet altered 0 Cubic Yards/Volume removed Cubic Yards dredged ' Salt Marsh: Rocky Intertidal Zone: ±0.45 s.f. 0 ' Square Feet altered Square Feet altered Coastal Bank: Designated Port Area: 0 , 0 +, Linear Feet altered Square Feet altered ' WPA Forth 3 Page 3 of B Rev.02100 L Massachusetts Department of Environmental.Protection DEP File Number: ' Bureau of Resource Protection - Wetlands WPA Form 3 — Notice of Intent provided by DEp Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Cotuit ! &TOWN OF BARNSTABLE ORDINANCES Town Barnstable C. Activities Subject to Regulations (cont.) ' Fish Run: Land Containirig Shellfish: 0 ±3.16 s.f. Linear Feet altered Square Feet altered Land Subject to Coastal Storm Flowage: Beach: ±4650 s.f. ±0.45 s.f.w Square Feet altered w Square Feet altered w Land Under Ocean: , ' ±3.16 s.f. Square Feet altered Cubic Yards dredged R ` Riverfront Area: NIA a. Name of Waterway (if available)'. b. Width of verfront Area (check one): ❑ 25 ft. -Design ed Densely Developed Areas only ❑ 100 ft. - New agricu ral projects only '. ❑ 200 ft. -All other projects c. Describe how the Mean Annua igh-Water Line was defermined: �\ r d. Distance of proposed activity closest to the Mean Annu4,High-Water line: ' Feet ` =' e. .Total area of Riverfront Area on the site of the proposed project: Square Feet f. Prroposed alteration of the Riverfront Area: Total Square Feet Square Feet within 100 ft. Square Feet between 100,ft.and 200 ft. ' WPA Form 3 1 Rev.02/00 r Page 4 of 8 Massachusetts Department of Environmental Protection DEP File Number: ' Bureau of Resource Protection Wetlands 1 WPA Form 3 — Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 , Cotuit &TOWN OF BARNSTABLE ORDINANCES Town Barnstable C. Activities Subject to Regulation (cont.) ' 2. Check all methods used to delineate the Bordering Vegetated Wetland (BVW) boundary: ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP (attached) ❑ DEP BVW Field Data Form (attached) ❑ Final Determination of Applicability issued by Conservation Commission-(attached) ' ® Other Methods for Determining the BVW bounds attach documentation): boundary( ) ® 50% or more wetland indicator plants w ® Saturated/inundated conditions exist ' ❑ Groundwater indicators ® Direct observation ` ' ❑ Hydric soil indicators ❑ Credible evidence of conditions prior to disturbance. ' 3. a. Is an portion of the proposed project located in estimated habitat as indicated on the most any P P P J recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural ' Heritage and Endangered Species Program? ❑ Yes If yes, include proof of.mailing or hand delivery of NOI to Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife Route 135, North Drive ' Westborough, MA 01581 ® No 2000-2001 e Date of Map b. Is any portion of the proposed project within an Area of Critical Environmental Concern'(ACEC)? El -Yes If yes, provide name of ACEC (see Appendix,D for ACEC locations): ' ® No c. Is'any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands ' Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act.(M.G.L: c. 130, § 105)? ® Yes Salt marsh appears to be restricted. Restrictions allow construction of water dependant structures (Exhibit.D). ' ❑ No ' WPA Form 3 Rev.02/00 Page 5 of 8 I L , Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection'- Wetlands WPA Form 3 — Notice of Intent Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Cotuit &TOWN OF BARNSTABLE ORDINANCES Town Barnstable D. Performance Standards" ' 1. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 or 310 CMR 10.53? ® Yes If yes, describe which limited project applies'to this project: f ' 310 CMR 10.24(7)(C)(2) maintenance repair n p and improvement of structures ❑ No pre-dating 11/01/87 (See Exhibit H) ' 2. Is an •y activity within any Resource Area or Buffer Zone exempt from performance standards of the wetlands regulations, 310 CMR 10.00. ❑ Yes If yes, describe which exemption applies to this project: i ® No ,t ' 3 a. Is the project located in the Riverfront Area? NO: ❑ Yes If yes, indicate the proposed project purpose: ❑ Single Family House , ❑ Industrial.Development ❑ Residential Subdivision ❑ Commercial Development' ❑ - Transportation ❑ Other(describe) ❑ b. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes ❑ No 4. a. Describe how the project will'meet all performance standards for each of the resource areas ' altered, including standards requiring consideration of alternative project design-or location. Attach narrative and supporting documentation. b. Is this project exempt from the DEP Stormwater Policy? t ®' Yes If yes, explain why the project is exempt: i All work attendant to single-family dwellin and/or requires Chapter 91 licensing. ❑ No If no, stormwater management measures are required. Applicants are encouraged to complete Appendix C: Stormwater Management Form and submit it with-this form. ' WPA Form 3 Rev.02/00 Page 6 of 8 4 t PROJECT DESCRIPTION MYCOCK COTTAGE The Mycock site is a lot of.±0.17 acres lying,northerly of Santuit Road and abutting the waters of Shoestring Bay in the village of Cotuit. It is bounded to the east by a town landing with its dirt surfaced, informal parking area, and to the southwest by Town Conservation Land deed 1 restricted to open space but also utilized as a boat launching ramp and with a small boat pier. The site is developed with a modest, one-story single family dwelling, driveway,-cesspool and floating pier system. According to local historian Jim Gould, the original structure,,a fish shanty, was relocated to the site between 1920 and 1930.} ' In 1946,Ned Crosby bought the land and shack from Edgar Lovell. He added a small garage or carriage house brought from a site in Newton and connected it with an addition to the fish shanty. Sometime in the 1960s,the south bedroom was added, resulting in the footprint now at r the site. Frederick Mycock,the current owner, acquired the site in 1975. The site includes: Land Under Water, which may,also contain shellfish;�Salt Marsh; and a small unvegetated Beach. The entire site is below the FEMA,established 100 yr. flood elevation of I V NGVD. It is too flat and low to include any Coastal Bank. It is not mapped by MNHP as harboring rare plants or animals and none have been observed at the site during field activities attendant to permitting. The salt marsh is 'restricted by MDEM under MGL 130 s 105: Base_ d on . SCS and USGS soils mapping,the site has not been filled. a The Pro'1ect includes work necessaryfor rehabilitation of the cottage. As noted earlier, the residence is currently serviced by a cesspool. It appears to be functioning with no reported . backup into the house and no apparent overflow in the yard. Considering the surface grade at the cover—±4.5'—and the fact that it is±34' from the adjacent wetland, it,is likely that, were a code related inspection to be performed,it would fail due to lack of groundwater separation and landscape position. Such an inspection is not currently mandated by Code. However,the applicant is mindful of the environmental sensitivity of the area and proposes to replace the cesspool with a tight tank. This facility would be located in the southerly corner of the site in an ' area currently maintained as lawn. Variances.will be sought for its use: s • The residence itself requires significant maintenance. The "garage" section in the southeast wing ' has always had'a plank floor. The applicant,would like to replace this arrangement with a poured concrete slab." The northeast wing, which is generally described as the, boathouse but has housed living space since prior to the Mycock ownership. .t I This is confirmed by the 1973 Assessor's Card(Exhibit H) which shows the limits of the garage. ' This space was in the process of being reconstructed when an Enforcement Order, resulting in this filing, was issued. The north wall has yet to be replaced. The original foundation is visible beneath the deck which it now supports. The westerly portion of the deck was widened by 4'to a total of 8' as part of the recent work. We ' are proposing to return it to its original 4' width. We are also requesting permission to replace siding and roofing, paint and maintain other portions of the structure in-place and in-kind as necessary from time to time. Negotiations with the Building Department will determine ' whether/how the foundation or other internal repairs will be required to meet Code. L Lastly, the applicant intends.to replace the assemblage of floats currently serving as his dinghy, i ' dock with a 3x44'post supported walkway and two floats (71/2xl6 and 8%x12)with a short ramp. The floats and ramp will be secured by 4712" diameter piles. The new elevated walkway will extend from the beach area to the marsh and over the marsh to the water. Approximately 30' of ' the walkway is seaward of MHW, thereby constituting a pier for purposes of Chapter 91. The structure extends f42'beyond MLW. The property appears to be±741/2 wide at MHW. This makes the system f41/2 longer than the Commission's-current regulations. However, the system is no longer than the system it replaces which has been at the site t30 years and has a somewhat smaller footprint(26 s.£ smaller from MLW out). Other benefits of the replacement structure_ are reduced impacts to the salt marsh'and�to land under water; since the structure'will no longer' ' ground out in those resource areas. ' Impacts The elimination of the non-compliant cesspool will provide'benefits for water qualityA sheries rand shellfish issues. The existing structure has apparently withstood all record storms since its initial location at the site including the 1938, 1944, 1954 hurricanes and Hurricane Bob of 1991. Flood waters do, however, wash through the structure. Currently, proposed improvements will add to its structural integrity.. Work will conform to requirements of the Building Commissioner. It is possible that an exemption from Section 3-5.1 of the Zoning Ordinance may be sought but it is currently believed riot to be required. The pier modifications will, as noted above, have beneficial impacts of salt marsh integrity. New . sections of the structure will be non-CCA treated; a benefit for.fisheries and shellfisheries.' Local Ordinance interests not covered by 131140 include erosion control. Siltation controls will be established as shown on the plan prior to work on the septic system. These controls will be ' kept in place until revegetation is complete. The Ordinance also considers historic and aesthetic interests. The building at the site has a place ' in the mosaic of Cotuit Village, having existed since early in the last century. It's maintenance helps to illustrate the nature of development through some of the more ' economically difficult portions of our history. Clearly, fewer and fewer such structures will continue to exist as property value increases make the maximization of investment an inevitable part of our culture. It would be unfortunate to either require it to be upgraded in a way which ' masks its historic flavor or, alternatively,to prohibit its maintenance thereby ensuring its loss, such as was the case with the Cobb Boathouse. Lastly, we would point out that 310 CMR 10.24(7)(C)(2) suggests that the "maintenance, repair and improvement(but not substantial enlargement) of structures, including buildings,piers, which existed on November 1, 1987..." may be treated as limited projects provided the work has no adverse impact on rare species habitat. We believe the proposed work is eligible for. characterization as a limited project under 131/40 as it fits within the above parameters. Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands - ' WPA Form 3 — Notice of Intent Provided o ded by DEP Massachusetts Wetlands Protection Act M.G.L.,c. 131°, §40 T Cotuit ' &TOWN OF BARNSTABLE ORDINANCES - Town Barnstable E. Additional Information Applicants must include the following'with this Notice of Intent(NOI): • USGS or other map of the area (along with a narrative description, if necessary), containing sufficient ' information for the Conservation Commission and the Department to locate the site. • Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland (BVW) replication area or other mitigating measure) relative to the ' boundaries of each affected resource area. , • Other material identifying and explaining the determination of resource area boundaries shown on plans (e.g., a DEP BVW Field Data Form). • List the titles and final revision dates for all plans and other materials submitted with this NOI. F. Fees ' The fees for work proposed under each Notice of Intent must be calculated and submitted to the Conservation Commission and the Department(see Instructions and Appendix B. Wetland Fee Transmittal Form). No fee shall be assessed for projects of the federal government, the Department, or cities and towns•of the Commonwealth. ' Applicants must submit the following information (in addition to,pages 1 and 2 of Appendix B)to confirm- fee payment: PLEASE 14317 & 14318 8/15/03 TRANSMIT Check Number Check date O-C TO A. M. WILSON ASSOCIATES, INC. Frederick Mycock ' AGENT Payer name on check Applicant name(if different from payer) G. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying ' plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations; 310 CMR 10.05(5)(a).-: ' I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made in writing by hand delivery or certified mail (return receipt requested)to all abutters within 100 feet of the property line of the project location. Signature of Applicant Date Signature of Property,Owner(if different) A. M.WILSON ASSOCIATES, INC. Date 8/15/03 Signature of Representative(if any) Ar ene-"iISon PWS - Date WPA Form 3 c: * Page 7 of 8} Rev.02/00 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands WPA Appendix B — Wetland Fee-Transmittal Form ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: A. Applicant Information When filling out forms on the computer, use 1. Applicant: only the tab key to move Frederick C. Mycock your cursor- Name do not use the P.O. Box 730 return key. Mailing Address ' Barnstable MA 02630 City/Town State Zip Code Phone Number Haan 2. Property Owner(if different): (same as applicant) Name Mailing Address ' Cityrrown State Zip Code Phone Number 3. Project Location: 765 Santuit Road Cotuit Street Address City/Town ' B. Fees To calculate filing fees, refer Abbreviated Notice of Resource Area.Delineation (Form 4A): ' to the category fee list and The fee is calculated as follows (check applicable project type): examples Section D of ` ' this form. \` ❑ single family house project / X$1.00= " ''-.,(feet of BVW) .�'`! Total fee(not to exceed$100) ❑ all other projects `X..$1.00= ' (feet of BVW) Total fee(not to exceed$1,000) I ' State share of filling fee: �!J (1/2 of total fee less$12.50) City/Town share of filling fee: (1/2 of total fee plus$12.50) ' WPA Appendix B Rev.02/00 Page 1 of 6 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands WPA Appendix B — Wetland Fee Transmittal Form ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (cont.) ' Abbreviated Notice of Intent(Form 4) or Notice of Intent(Form 3), The fee should be calculated using the following six-step process and worksheet: ' Step 1/Type of Activity: Describe each type of activity(see Section D for a list of activities) that will occur in wetland resource area and buffer zone. ' Step 2/Number of Activities: Identify the number of each type of activity. Step 3/individual.Activity Fee: Identify each activity fee from the six project categories in Section D. ' Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2)times the fee per category(identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a ' Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the.total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. ' Step 1/Type of Activity Step 2/Number,Step 3/individual Step 4/Subtotal of Activities Activity Fee Activity Fee CAT. 1 ❑ • Repair/Maintain/Reconstruct ' Existing dwelling • Replace sanitary facility 3 $55.00 $165.00 - Landscape CAT V ❑ • Reconstruct Dinghy Dock 1 $2/ft. $148.00 Step,5/Tota'I Project Fee: $313.00 ' Step 6/Fee Payments: Local Fee:. Total Project Fee: $313.00 Category I . . . . . $ 45.00 Category V. . . $ 185.00 State share of filing fee: $144.00 $230.00 (U2 total fee less$12.50) City/Town share of filling fee: $169.00 . (U2 total fee plus$12.50) ' WPA Appendix B * a Page 2 of 6 Rev.02/00 i ' LIST OF ATTACHMENTS MYCOCK RESIDENCE ' A—USGS Locus u B—USDA/SCS Soils Map C—FEMA Rate Map w` ' D—MDEM Coastal Restrictions Map E—MDF&W/NHP Atlas ' F—Project Plan G—Wetlands Analysis& Species List H— 1970f Assessor's Card ' I—Assessors Map J—Abutters List K—Abutter Notice ' L—Proof of Service ' A.M. VIALS®N ASSOCIATES, INC. From: USGS Topographic Quadrangle 3261 Main Street P.O. Box 486 Cotuit, MA BARNSTABLE, MA 02630-0486 (508) 375-0327 EXHIBIT A t FAX (508) 375-0329 , > Tom\\ 7 0\ ; �I oAIV P �_ �0 © o u Neck yp 0 h° 1 A• // \1 \\ i\ /I •o Co I G_ ... cu u n R2ishy Marsh o 0 Pond O —30 Y. rq. 10 fll er o \mot l _ Y - o O oseberry q ° u 80 nd Q \\\\\ m berry o Q•\ v J` U ao Punkh r � ©o \ \ o ...... a \., Is nd b \ o Q o ©o` D.' __ F•7 `- � 01� � \ `\� �3 .�OI nt '. nding� Island:. ' o_ I o O. °• Son Mashpe t, Tha#dh I y s p " al •O•• '4 Qi Z, / r/% o 0 \ oll o wN Aba 'a ook \ aver . u o ���.. _ ti - ,° Popponesset Bach -, _, ^ Pond_ po •:,s 1 3 • \\ �• (I o oC\\\ q° � Jim. ••� - . � ' \ Pd Jehu Pond ° °ofly t Rock Landing, / �C Maushop Village �. �1 ,�1 �� , °) i ��Jli ,firClu �10 ucconnesset olnt 1 a ' E- 9NC. From: USDA/SCS Soil Survey 3261 Main Street P.O. Box 486 of Barnstable County BARNSTABLE, NIA 02630-0486 Sheet 32 ' (508) 375-)327 FAX (508) 375-0329 EXHIBIT B m � Fm (Joins sheet 27) U zs CAB 'r zP i GaG X CcA NIeB a U CcA JJ \ cD CcA _ MeA n CCB C r Ccq a Q- MeA Ft a ImA p U yr MeB U Cc6' Fs:: D ii CcA P CcB o ry U Be Oe c�i ewis CcB �Q F� on n P e Tree ' C 1 o G a0 a o MeA Ft Cdo 1 G CcA fJd orner 4 C ('' m Q U Ft Q CdC c J, ucd ccB ce , CdC G� / CdA r P F s Cto \c \ CdD U Q W GdB b �S/ \ Lf\ v O/ CdA, CcB ) by 4n e 3D C,A' — a0 G` ^� C4 CdC Ga C �{ COI 61 CdA dfJ B y. �, �'• y C d D 9 " 1G �© °� , 't G` O CdA G MeB Fs GdG .{, yi.� li m cd6 m C 1C c 6c 'CcA 4 r C� O a f G QdAcdc G n J s' CdA �� d s o � ��CdC �`��• i.'N YYo ', �, Gd� .T.'1��y �,'wr.- F �CdC M A a -G shy v -I-- cdcZ 11 L7 h .a rry 41;!Wk, �. CdD p a ; s cq cd6 Bh N > i. C.:B F tCcB• fiaB CcB �' CdA Punk116UPr c Cub . .:CEO Ft tmA 0 lnt ' L HIL \ i P� O F� F pep, Ga \ F JJl s " (w� / Fs ° CdD \ Me P ow ,✓ 0r / 1 n Q Anns 0 � \ C U Cove �2 CdB \ / THATCH -A kp� 02 ISLAND P cd6 50U0 �, 0 � �Z�tPN Py `� Popponesset \c;1A Mas ee Gd0 dC �� Ga D CdC �> HoC Beach CdB (Joins sheet 35) CdB I I i i f i i ' A.M. WILSON ASSOCIATES, INC. . 3261 Main Street P.O. Box 486 BARNSTABLE, MA 02630-0486 From: FEMA Rate Map t (508) 375-0327 Town of Barnstable FAX (508) 375-0329 Sheet 21 EXHIBIT C T r 0 O m I to 1 N . z d � W z r 1 ® o r � o O / 0 r oa \ 13SS3NQaa N W ` 0 r mom-\\ W r Pry 7 is d -- `�� 0 O" - � V qtL'✓ ,`..l O r Art Ta -o "�A_i�_o 1 I"�v � ! r '` ..a�.� L ��, �U y� ` I' ••m _ r ft \Q m^rG. 1 Q`ti'O�i / / x 1 ;' ' vh w -3. �'� 9 't2"? cz.r _ - .-�� �'• "�' aa »"•t'` k r �I 7 &L--r;!^su.� Pfl000CT 204q(Sdmld Shee151205-11Padded) _ • II 11 •. • - 1• � C 1 �j ..,,.�l�i b��.`[� .4� E r�yL` .�` e � s, fiAP'<, i '"t i r � r• ty[• �.�'/y i - r 3"f r`, .7 S +`SC i�. , •. '�` '>xl.a. �' �_`"i���'. L1,-�d, r 4, d iT� �e i .•'T H 7 T ,( kf., Y. 4 d'. �' A t.tt. • �R4pPS ``S At cJ��.. ��' •icy .5,�� `+,4 �rf .,y ��'�re�t� wtin� � „pyB�,, '`{ `�=' ,�" r •# r"� ' E 8,..4 {'}' �,r}; w• a�+L ri '� ram.✓.,ri F ..,{ •"" 1#R" _ •�4i�Y ,�. ..+'r _ .. . . .. t yc g', ,i� r rtt �• J �£F � r , t yv �t� �;�'•, tf'nL�. �d�'Si;"v"••. `t�P7�i' J 'F�`�.:�� Y � y; F da,.4 �r ,gy r1 z � t d r , a .L ✓x m I'VE:r [ .�•y � - '� h5F�4 F ��1f Jv y 4.r� � •t !. ^. Y_ W � S)� T T jM -•k i d f to f 11I. •.th'� I::i. ,.M+,M{' t y y 'Ci: ..b .�£ i, FA S t yl}fi�Yy� VIA z"� 7t. J` ��` p` - ki ;�. � 'i�, + �� �D ... :Fiil� r. a r �� � `7� ♦ �GYtr - B�F,l,s�r._.,.. " .. 'rp� �.GGp�Y�"Cr �, t Urn r��� � ��� �., py(�„�._. 5"`'" AA►-. " y� 6r ,'.goh ll�� W4 IFc.�4� '�� 1• }.. ',`;fir ` ;rr. '1 ° r!pp �. �"� v ,�• r �,�. +r v. +#� I�t�f;� > :f, ,�n �� R.4�Ll Ipl ;t, Al��f.� ���f rl `�'� �� r. .\�� t�,���. w A ) r� ,r,.T.- a•:::'�1�" eta �1+. ♦u� \�'a�` r Y Fr � r�kt� �. �� �� � ®''�� r.��..�.,�., n Vx, $�o +Y�',�p��.r��` 1 _ I. .` � yr����Yr, F � ►'Yl�rf ��1j� t � r 4 .4u Lyy�" ar. •�a � }f(�. it �^g' kp , �IF(,� ��gtW� Mew 1E � _ �at� � �jF�i S• -�rt �i�11' °,��: � .•( tau, ��r � �� jI r•`� CCII�A��y'�v.'i ���Z', � � li.� �T �i 1 �•� g ..(A�q T � �'. ��(;�1� �..,t i•tm� bbfP �i `1�.��p,�.�yg� � 'i; s t �R+J4 � �. ��af f �AJ�r..�A �'- � �j;. �� a���fi �i^' �� siHif'Ar2t 66 a r �n . � �a•r•: '��„.♦ � tS°n ' �� r �, N� 1i 7a k�' nre i Nf i v � • �'4 ,� S4. `�)����''• '�.A � �• ^. � �' '_ �' T'f C c �� io„d, P"F k't ��!,�I�'` � K{ Wr y.,y{� � 7P. lo ffltlj" . , Ofil S F=� '. r. [' � -'.4. .� 3 1I� i t � ,�rq �ssfid'._�� 9F�4'��'+1GVM� m. � •jZ R r ipft .. �Eff MiMl TUMNI.VnN in jr 'L 6 'fi1�_"ro•`7%�''. '��11n tr»Y�I b i.- b w �r �si arV rr MA, r.: �� L � 1 1 Revisions a I t Schoo/ ! St. r Flood ,may a`n t,s LocusI i Ray ! cha//L,r t ! Shflestrin_p, ` S r' REALIGN EXISTING J% Cy-= 1 FLOATSarr Cc tuit� Fullers`�� 1r tfighlon ds C It Mersh r Loop (4) Existing floats �r�� / �� 9e0c17 / PROPOSED PILE (4) LOCUS MAP I �� PROPOSED 2.5' x 8' RAMP NOT TO SCALE Assessors Map 6 Parcel 16 -PROPOSED + 3' x 44' POST SUPPORTED -� WALKWAY & PIER OWES. ZONING SUMMARY .Il+l, 1. THE EXISTING CONDITIONS SHOWN HEREON ARE THE ZONING DISTRICT RF-1 RESIDENTIAL DISTRICT RESULT OF AN ON—THE—GROUND SURVEY PERFORMED BY - a' f DOWNCAPE ENGINEERING INC., ON OR BETWEEN JUL_Y 16, MIN. LOT SIZE 87,120 S.F. Project Tine PROPOSED---- ` � '' � � � 2003 AND AUGUST 4 2003. MIN. LOT FRONTAGE � ,. ' � MIN. LOT WIDTH 125' (TYP) PROPOSED ACCESS STAIRS ,p r, #� # �G. wF �„ 2. ELEVATIONS ARE BASED ON N.G.V.D. MIN. FRONT SETBACK 30' _._. MIN. SIDE SETBACK 15' PW 3. ALL UTILITIES SHALL BE VERIFIED AND MARKED PRIOR MIN. REAR SETBACK 15' a = #4 TO ANY EXCAVATION. 4. UTILITIES TO BE RELOCATED AS NECESSARY TO FLOOD ZONE ACCOMMODATE TIGHT TANK INSTALLATION, ZONE A11 — ELEV, 11 San , �,°i '_._'— ._... -• ``-'`'_ ,sir �e9 nit IL - oe /tl '• .. Drr rrsa•• Existir 'gt ),f6 r /i � ConGfBt® Sound jri r/ �, •. ; `:-� - -¢— Found l • r BENCHMARK: AV z �.• RpCvat,dn TAP OF CONCRETE Reno E BOUND ELEV. 5.O tuff �` l \� DECK SECTION '� - /, own Area Ma TO BE REMOVED v4 L (!_andrng) o T"own Of Bornstabte patto / I 3,�0„ 2 EACH 1 f2" DIA. HEX. Prepared r sz� 1 �r3c BOLTS W/ NUTS AND WASHERS lu- � - / Road (3) 2"x12" FOR DECKING I tUlt ��5 San pwsllin9 �,Q, r Frederick �f a \ 1 `` xdyting 05 N.G ' 0 0 3261 Man Street ;{!_ 2" x 10" BENTS Barnstable, MA 30 4` 4„ x 4" WOOD r( TIMBER SUPPORT 4 n Inc. Sri 0. #ice , \ iron P%ae � 508 375 032'7 1 FAX 376 0 "'" — —_ d 47,t O ` Found v Drawing Title 611 t1n 0 0 � Exists�e \ to d 0 0 % Deli pri \� A TYPICAL FIXED PIER SECTION (Con. Land C 'l1 .i ems_ lawn Of Qamstat)le 0 0 � �F � /�.`� / �-�` r U67ify Note SCALE: NONE PROPOSED 1,500 GAL. SEPTIC TANK PROPOSED p' �P� _ 8'x2.5' RAMP t Q`e' PROPOSED ACCESS PROPOSED HANDRAIL & SIDERAIL HAND Wetlands PIER EL.=4.0 STAIRS (IF REQUIRED BY CODE) EXISTING CESSPOOL. FWITH D RAILS TO BE ABANDONED 15 a0 44' 28' (PUMPED & FILLED) Permit Ate® r' Ld�n REALIGNED FLOAT REALIGNED FLOAT 8.5' x 12' 1 M.H.W. EL.=1,7 P ,01 STAKED HAYBALFS .� /dc�� a 4 x4 POST MAR GRASS OR SILTATION FENCE ,/ 8' O.C. (TYP) WETLAND I i �_.�. 12" PILES Concrete Bound OSI Found TYPICAL PIER PROFILE Scaler 1"= 10' HGR. SCALE: 1"=10' BIER. SCALE: 1"=10' _ tr- 0 5 10 15 20 25 FEET _d Date AUG. 11, 2003 Drawing No. " Desian A.M.W. I Check W3 . k Drawn J.V.B. Job. No, 2.1322.00 V Last Rev, of 1 MYCOCK SASE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 E` HIBIT C A.M.Wilson Associates Inc. ' FIELD REPORT 765 Santuit Road, Cotuit (Our File No. 2.1322.00) A site visit was made on the morning of 7/14/03 for the purpose of identifying the limit of ' vegetated wetlands on the site. The site visit occurred approximately 3 hours after high tide. The sky was overcast. The temperature was f76°F with calm winds. There had been no significant rain for the previous three days.. The lot is a±0.17 acre parcel lying northwesterly of Santuit Road. The abutting lot to the southwest is a Conservation Commission parcel used as a boat landing. The parcel abutting to ' the northeast is a Town owned parcel also used as a boat ramp. ' The site is developed with a cottage used as a single family dwelling with shell driveway,,.,, utilities, and floating pier. The northerly wing of the structure has recently been partially' reconstructed. A salt marsh rings the shorefront for all three properties. Boat and marine related equipment litters the marsh on the Town and subject lots. A broad swath has been cut through the marsh on the Conservation lot for boat access purposes. The marsh wraps around the west property line of subject lot to a point close to the road, covering most of the Conservation lot, whereas the majority of the dept of the subject and Town lots are upland. A low geomorphologic bank ' occurs on all three parcels. It will remain for a field survey to confirm,however, there appears to be no regulatory coastal bank. The site is not mapped as rare habitat by MNHP and no listed plants or animals were observed at the site. Eleven orange and black striped, numbered flags ' were placed at the marsh limit. An observed species list is attached. r Respectfully submitted, tA. M. WILSON ASSOCIATES, INC. Arlene M. Wilson, PWS R Principal Environmental Planner Attachment P.O. Box 486 _ .�Pyt 508 375 0327 3261 Main Street ' Barnstable, MA 02630 N fAX 375 0329 ' OBSERVED SPECIES LIST 765 Santuit Rd.,,Cotuit i Upland Woods FACU- Red Oak Quercus rubra FACU- White Oak Quercus alba FACU Black Cherry Prunus serotina FAC Bayberry Myrica pensylvanica FACU Bush Honeysuckle , Lonicera tartarian ' FACU Rugosa'Rose Rosa rugosa i FACU Pitch Pine (saplings) Pinus rigida FAC Poison Ivy Rhus radicans ' FAC+ Pepperbush "Clethra alnifolia FACU Virginia Creeper Parthenocissus quinquefolia . FAC- Bindweed Convulvulus sepium ' NL Milkweed Asclepias syriaca FACU- Dock Rumex obtusifolia FACW Seaside Goldenrod Solidago sempervirens ' FAC Switchgrass Panicum virgatum FACU- American Beach Grass Ammophila breviligulata , NL Hairgrass Deschampsia flexuosa ' -- Fescue Festuca ssp Wetlands OBL Cordgrass f Spartina alternaflora ' FACW+ Saltmeadow Grass Spartina patens ; FACW+ Black Grass Juncus gerardi FACU+ Goosefoot. Chenopodium album . , ' FACW Redtop Grass Agrostis alba OBL Glasswort Salicornia europaea FACW+ . Marsh Iva Iva fructesens ' OBL- Chairmakers Rush ,_ Scirpus americanus A ' 703AW16/csp ; THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M A� DATA RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET '765 Santult Rd. � on Popponessett Bay, Cotut LAND H 6 13 . 73 BLDGS.OWNER TOTAL LAND RECORD OF TRANSFER O DATE ,B„ K PG I.R.S. REMARKS: un. numb.Lot - � BLDGS. pp TOTAL cl LAND Mycock, Frederick C; - - 1:7 BLDGS. OT m dtf BL�m�S TAL LAND s r BLDGS. r TOTAL MLAND LAND r BLDGS.' TOTAL LAND BLDGS. TOTAL + LAND BLDGS. INTERIOR INSPECTED: of r' -'� . rn s > 4 TOTAL DATE: - LAND ACREAGE COMPUTATIONS BLDGS. 01 LAND TYPE # OF ACRES PRICE •, TOTAL DEPR. VALUE TOTAL HOUSE LOT �/.' l•� )'/ Op . O D d LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. WASTE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND • �; � BLDGS. LOT COMPUTATIONS LAND FACTORS ^ TOTAL FRONT — DEPTH STREET PRICE DEPTH % FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER' (' BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. TOTAL FOUNDATION. Li✓MT'. & A'i'iIt; PLUMU1114G rrclClrvu LAND COST - '.'lallf Fin. Bsmt.Area �,(�� Bath Room Base l"7%%Q BLDG. COST :Jlk.Walls Bsmt. Rec. Room St. Shower Bath Bsmt. — 1/70 PURCH. DATE Slab Bsmt.Garage' St. Shower Ext!y" Walls - PURCH. PRICE. - 1Nalls Attic Fl. &Stairs Toilet Room Roof RENT Walls Fin.Attic Two Fixt. Bath Floors INTERIOR FINISH Lavatory Extra ` ao 1' 2 3 Sink _ P}aster[JN G Water Cl.. Extra Attic •;ERIOR WALLS Knotty Pine Water Only r /w e Siding- &Mow - No Plumbing Bsmt. fin. •Siding Plasterboard 9 Int. Fin. _ 's ,p Shingles rl�y A.I iy C- I TILING ?b 81k. G F P Bath Fl. Heat I �Z ark.On Int.Layout Bath Fl.&Wains. Auto Ht.Unit _ 7 ° Veneer Int.Cond. Bath Fl.&Walls Fireplace 8. Brk.On HEATING Toilet Rm.FL Plumbing _ h3 O � z' ' Com. Brk. Hot Air Toilet Rm.Fl.&Wains. - _. Tiling Steam Toilet Rm.Fl.&Walls et Ins. t! Hot Water - St. Shower r " - •• - Total G ins. Air Cond. Tub Area /�• —�,� s - Floor Furn. /6 /az ROOFING COMPUTATIONS Shingle Pipeless Furn. 13 2 S•F. / Shingle No Heat '.. c � S_F_ Shingle Oil Burner --.n:.-' - S.F. Coal Stoker S.F. a Gas S.F. OUTBUILDINGS ROOF TYPE Electric S.F. 1 2 3 4 5 6 7 8 9 10 1 2131 4 5 6 7 8 A 10 MEASURED: ': Flat _ S Mansard -"' FIREPLACES F Pier Found. Floor 7 .... •rel Fireplace Stack W Wall Found. 0.H. Door LISTED FLOORS Fireplace Sgle. Sdg. Roll Roofing -- -- s� LIGHTING i Db1e.Sdg. Shingle Roof No Elect. Shingle Walls Plumbing DATE oed ROOMS Cement Blk. Electric ' Tile Bsmt. 1st 5 TOTAL / Brick lot. Finish PRICED e 2nd 3rd FACTOR �6r3,� REPLACEMENT 7p /5- OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL.` - �� 7 / TOTAL A.M. WILSON ASSOCIATES, INC. From: Town of Barnstable 3261 Main Street P.O. Box 486 Assessor's Map 6 BARNSTABLE, MA 02630-0486 (508) 375-0327 I FAX (508) 375-0329 ` EXHIBIT I 77 T Ile I'M 8 19< .aaaC. 26 J53 AG. s 21 I IT 8 45 by slat. ty? � O V N 06 I m 16 °e � d g1PG. �A .59AC• - y Gelb I a 2 9F ` `� 4ti•. t0• °' q it � `M `TOWN CONSfi11AT1014 - � •® P T4'� , I LAND o _ � Y • I 12 .33AC Q r I 'All n - A4 t X� 1 Q 230- O go O 170 V b7AC. �P4• �\ I 7 6 9 V r ICA 1.51AC. •72AG, I 160 103 �G 100 w ROAD _ 56 �9s 130 _ I Y .60 AC. �e1, 7'e P4• -10 • .s+oj6 � .vrAc. 30. ,• � ® ® '334C ` 81 I © - a� .u.� m , � m e• o • 40 �I wL - TOWN CONSCILVATIONOL ' - ee OPfIf111f.T'JN.I IRIMb C�wk1911G.f lG.MeAi `P ' ` EXHIBIT J ♦ i ABUTTERS LIST MYCOCK COTTAGE MAP LOT OWNERS NAME AND ADDRESSy ' 6 12 Town of Barnstable ; Conservation Commission 200 Main Street ' M1 Hyannis, MA 02601 14 Town of Barnstable 1 (Town Landing) c/o Town Manager „ F . 367 Main Street Hyannis, MA 02601 15 -George &Elaine Ewing 372 Hatchville Road East Falmouth, MA 02563 16 s James and Janice Mitchell 5 Cottage Street Melrose, MA 02176. 47 Daniel&Margaret Sullivan ' Y 700 Popponessett Road Cotuit, MA 02635 ' 48 i John and Ramuta Bacon 750 Santuit Road `' - Cotuit, MA 02635 49 ^ F Town of Barnstable Conservation Commission 200 Main Street Hyannis, MA 02601' Y r t ' NOTICE OF INTENT ABUTTER NOTIFICATION LETTER ' DATE: 8 / 15 /03 RE: Upcoming Barnstable Conservation Commission Public Hearing ' To Whom It May Concern, ` As an abutter within 300 feet of a proposed project,please be advised that a NOTICE OF INTENT Application has been filed with the Barnstable Conservation Commission. ' APPLICANT: Frederick Mycock PROJECT ADDRESS OR LOCATION: 765 Santuit Road Cotuit ' ASSESSOR'S MAP&PARCEL: Map 6 Parcel 13 PROJECT DESCRIPTION: Repair andmaintain existing dwelling;replace cesspool with tight tank, remove.section of deck; replace pier• and` landscape ' APPLICANT'S AGENT: A. M. Wilson Associates. Inc. P.O. Box 486 Barnstable,MA 02630 ' PUBLIC HEARING: Town Hall,Hyannis ry Hearing Room—2"d floor e Date:' 9,/ 23/ 03 Time: after 6:30 pm* ' *Please call Conservation Commission office for exact time. NOTE: Plans and application describing the proposed activity are on file with the Conservation Commission(508 862-4093) AFFIDAVIT OF SERVICE Under MGL C. 131, s : 40 AND article XXVII ' Of the Town of Barnstable Ordinances (to be submitted to the Massachusetts Department of tEnvironmental Protection and the Conservation Commission When filing a Notice of Intent) I, A. M. WILSON ASSOCIATES, INC. hereby t (Person making Affidavit) ,h certify -under the pains -and penalties of perjury that.•on -8/15/03 - I, gave notification to, abutters. in (Date) compliance with the second paragraph of Massachusetts f p 4 the DEP Guide to General Laws Chapter 13,.1, . Section0, _ ,. :• I, Abutter Notification dated April. `8,A 1994, and Barnstable t Conservation Commission-requirements ' in connection with the following matter. ' A Notice of Intent 'filed under the Massachusetts Wetlands Protection' Act for Frederick Mvcock 1 , . (Applicant) With the Barnstable Conservation Commission on , 8/15'/03 for property located� at 6 . and (Date) (Map)' 13 765 Santuit Road Cotuit ' Parcel) (Street Address) The form" of the notification, and a list of the' abutters to whom it was given and their addresses, are attached to this Affidavit of Service. A. M: WILSON ASSOCIATES, -INC . w 8/15/03`- Arlene M. W lson, PWS - 4 Date 15 777 Mycock—Enforcement Order The property owner shall cease and desist all construction and burning within Conservation jurisdiction. There are to options to bring the property back into compliance: 1. Removal of structure—To do this the property owner must file a Request for Determination of Applicability application to seek approval for the removal the new walls, and roof that surround the old structure and the new decking. The' filing will.be due in the Conservation Office by June 2, 2003. Removal of the whole structure shall take place within 4 weeks after issuance of the permit from the Commission. 2. Seek a permit for work that took place and any future work.—The Conservation Commission will require a Notice of Intent with engineering plans for work on this structure. Keep in mind that the Building Department will require a building permit and new work to be in compliance with Flood Plain Construction Standards. A building permit application will require sign offs from Board of Health also. The Notice of Intent shall be filed with the Commission by June 9,2003. An extension of this deadline will only be granted if the engineering firm contacts our office and states that they have been retained to file the Notice of Intent. Failure to meet any of the above deadlines will result in the issuance of a second Enforcement Order and a non-criminal citation. A 76 i., t.. - A\P f NETo�` The Town of Barnstable Health Department � 1 9. 367 Main Street, Hyannis, MA 02601 y rra Nix•' Office 508-790-6265 t Thomas A. McKean FAX 508-775-3344 Director of Public Health October 8 ;1991 Mr. Frederick C . Mycock a 30 School St . Cotuit, MA. 02635 I am in receipt of a copy of your letter addressed to Scott Cannon dated October 4 , 1991 concerning the non occupancy of the dwelling at Santuit Road Cotuit listed as-.parcel 13 on assessors map 6 . You are directed to contact and dire a licensed Disposal Works Installer to repair the system to- conform to Title 5, of the State Environmental Code and the Town of Barnstable Health Regulations before any occupancy is allowed. Non-compliance could result in a fine of up to $500 : 00 . Each day's failure to comply with an order shall constitute a separate violation. At this time, we are asking for your voluntary compliance _ in posting the enclosed "UNFIT FOR HUMAN HABITATION" sign on the front of the dwelling. The sign shall be in view from the street . PER ORDER OF THE BOARD OF °HEALTH Thomas A. McKean . Director of Public Health TAM/dls 5f PER ORDER BOARD OF HEALTH r _ 1 �N. Y�-k' W �'SL AE.Y j ,� F Wi" E;fi i _ Y I'a NSA- .,.._..-—I.:�.'-I1.s.,...,rI'..1::_....�,....�.-1.q,.'._,...._�,.�.:...,.:.—_-.,II-.:_...,��.,i_..'—_r,�"i.'".,�...�.I�.`...—....'..,.�—I..,"......I-;_��...I-"—,..�,,.:i,I i,.._,:"..,_"..,;I�,,.�.-.—.".b��,;--;,..,:"I.'_.iI-,.:,-,,d..;.:...._�"�".�o,,4.".�..:_:i.."Il,,,z---.-,�,.,�.I,,t,....:k".,::...i,"--....-�..�1.....%..,-,%1.1 t��:.�,..,.,:.��j,"-...�,I"_-�...�',.,�-..�:�1t.:�.,�,.�:p..�......":i,1-,-.,.,._-.--.�..:�.I.��,i-.Ii:-.X'..�.....,I,....��i,.�.......�....�,:�-,%���.s�"_l..',l-*-,.....,,,,,.-,..11.....I.,.�A!��"-_.;.1:�,Z.1�i�-';1-_-...,;.._,...:-.�.�..fI s.II....�.�-.q1...',.ii.,..�.-",.,�:�.."�;'-:q,.t�.;..:..�.�-.�.ij..--,.I.-���,;._..r:.,_;'*:-...d.*_!,,_...�:�...�).-..,i�_...,.;�..I..,_..I,_.:',:.I..--�__�.I...,.I1.",i��...��i-._..:."'-.,�.,I�i,.f`,,.4.;.-4'.%,�..,,�,I,,..V._�1.. e, K i. tt`r^k Y,t T` lu'.. �' �'� ".:.:! 4 z.°,.'zF. � -:.? ''"'�`i' '+X ' Y. J °`"IYFt`,.7 { � Fi�:*%"tya" 1 'y�, V i''•c+ i "t' 4 ��*..,�;'.�...i�!.' i.(' ). .-.,,,,-"�".I-N`-i.?T"--;.-,. II �"�:�.,._:.--;. II II .14 I. .. P.O. Box 999 •W. Yarmouth, MA 02673 508 775-2800 (800)698-3993 . . Septic Pumping & Installation +plumbing •Heating a Fire Sprinkles q' 4 J-d- t E dui, - MJ ui4 {"a. yYti; 0 4 }� r a to i ^",,,n z '"A✓; i 4 s .i$ k, a t.ti^ ... ,r�J -i ° ems Y fw r) g ICJ F r��{O^^ctober 6,; 1991 . > il . iv � ° 1' IYnn ' sr Mr Thomas McKean LL� Barnstable Health Department Y ). & h 367 'Main Street ._ Hyannis MA 02601 b.`� , �. Dear Tom. ;�' ���� Y �z Please be advised that-this'.firm has`:been retained by'Mr Fredrick C•:_Mycock, in " regards to the property located at,Lot-13 Santuit Road,`Cotuitl ..:" It '"appears ;that an engineered plan.will:be required`for=the ;repair.�.of. the septic::system:_' .We are : .a currently preparing estimates .of costs'.for.: engineering and':;repair off•the septic. system We will keep your office advised of our'.progress in this matters `s In.. regards to Mr Mycock's property at' 245 Mitchell's 'Wayain •Hyannis ` We .have been . ` -�,-*V,.!,v!�V--__""lO'.�.'�t.'-,7'�4�,z�o�,,�'�..4,,--.��z l��'�..�;-i4 YW,,."-P, authorized to facilitate a repair to the existing system and will be making applications .for a permit in- the:near future. is"� . — i l, ix� ;. �.?i��I,NAA-�",A.%'.�.��-�.,10--W�,-I"�'e�-'-.-�,M-.w��,�,.w-",1g�,,M",�,'�--%A_Ng�,.�.,_,, -A-'j---,L�.Ai.i—,Ir,I',.-I x-ir�,".**l,O�--;�.1`."V.,-'�,,Q ff-,1'.g&-.-'" Y _ Y� qP - If you. have any questions in regards to these matters,, please do. not _hesitate to,.call me. t x r� a .° s �`'i�u ., i Sincerel � Y Y� .. i•.: ° -� vs+t'_' _` rev s- -- s$ GZ a "{ — =� .,,: : =r J. Scott Sapnon L. ky,"x N'. r ' µ 1 JSC:smd y . xa:�f i ' y. � .. :t r f 4aa f .,q�y s _ i , ,u - ¢fit : - 4 L X� i :e_ t rtMiJ Gt Y . , y _ u .w .K s f $ z y eta f ..�- r ! f �;.�_y_ il ,`y.`r evel"..' . . ,, a t k r"j a ?'+YTi - � °•, „�. Ts '�5',r - ���a " 5 . •, s a a ; k 3`'+4�y3'y ! Y' a -i0l ��"`s f ;1`. if Sr"'t+11O. ,tq; F k-'Sn f �:,4 _ i9 f J t ' 1 THE DEACON JOHN MUNROE HOUSE FREDERICK C. MYCOCK, P.C, ATTORNEY AT LAW ' 3291 MAIN STREET BARNSTABLE.MASSACHUSETTS 0263C 508-362-4336 October 4, 1991 Scott Cannon Canco Plumbing & Heating 350 Main Street W. Yarmouth, MA 02673 Dear Scott, Enclosed please find a copy of the letter from the Board of Health Department which I talked to you about Wednesday. Because of the sensitivity of the area, l�will not, have anyone living there this winter. After all, I value the a clamming and fishing there as much as anyone. Regarding Pine Grove Avenue, you are authorized to proceed as per our oral agreement not to exceed ($4,000) Four Thousand Dollars. Sincerely, Frederick C. Mycock FMC/Sss = Enclosure c: Thomas A. McKean Barnstable Health Department rr:r i 4 > � ♦I� }I The Town of Barnstable e Health Department IBM 367 Main Street, Hyannis, MA 02601,1039. r; , rw� Office 508-790-6265 f. ° • Thomas A. McKean FAX 508-775-3344 Director of Public Health September 26, 1991 Mr. Frederick- C. Mycock 30 School St Cotuit, MA. 02635 ., v . NOTICE TO ABATE VIOLATIONS OF 310 CMR 15 . 00 . STATE " ENVIRONMENTAL CODE. TITLE 5 , MINIMUM REQUIREMENTS FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE - The property owned by you at Map 6%Lot 13 Santuit Rd ' . Cotuit is in noncompliance with the following violation of 310 CMR 15 . 00 the State Environmental 'Code, Title 5 : REGULATION 15 a - ( 14) Type of System: Sewage effluent does not discharge to a suitable subsurface sewage disposal facility. Your existing system is inadequate and considered' to be- a source of contamination. The system is within 160 feet Of a F . waterway and is sitting in water •at :high :tide . '1`ou are directed liitc� lntactf and hire a 1if-ISn2ad Disposal Works installer- within fourteen ( 14)_ days ..of receipt of this letter in order to repair the system to con-form "to Title 5 , ��t the State Environmental Code and the Token of . Barnstable Health Regulations if nf, action ia' taken ,in this matter, the Board of Health t � isider condemnation of the dwelling. You may r'e�uest a hearing before the Board of Health .if ' ad within seven 3aitµxy tha, data f..r der ' a served.. u* ., , p $500 as E�.nn }mpliance could' result in a fine of u to � Each day`s ` f ail ure to comply with an order shall- constitut,e ,, a separate violation PER ORDER- OF `THE .'BOARD OF HEALTH ' '` = . 'AiL Thomas A. McKean' "' , 'Director 'of PublicHealth -TAM/dls r . ' - _ - a '' ar a , '' �• �,: �. ^'°-x ."`: • _s• F rtem:�er v'_ ; 1901 Mr. Frederick C . Mycock 30 School St. Cotuit, MA. 02635 NOTICE TO ABATE VIOLATIONS OF 310 CMR 15 00 , STATE ENVIRONMENTAL CODE , TITLE 5 , MINIMUM REQUIREMENTS FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE The property owned by you at Map 6/Lot 13 Santuit Rd . . Cotuit is in noncompliance with the following violation of 310 CMR 15 . 00 tie State Environmental Code, Title 5 : REGULATION 15 . 02 ( 14) Type of System : Sewage effluent does not discharge to a suitable subsurface sewage disposal facility. Your existing system is inadequate and considered to be a source of contamination. The system is within 100 feet of a waterway and is sitting in water at high tide . You are directed to contact and hire a licans:e Disposal Works InStall=r j t�iin 1�_��i tv�n ` ld da.?u cal receipt Of this letter in order to repair the system to conform to Title 51 of the `Mato Environmental Code and the Town of sarnstable Health Regulations . if no of tion is taken in this matter, the Board of Health will oonaidGr condemnation of the dwelling. Yf_-oa rr,ay request a hearing tetc Fr e the P yard of Health if 4. ROM' i re�eive within seven t y j pia== t.Hx� the date o &_-_r is served . Non-compliance could result in a fine of up to $500 . 00 Each days failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A . McKean Director of Public Health TAM/dls �� \\ �CCES RAM DECK SEG11ON� r 1, 1i \ 11 LaW� Ar�o TO fjE REMOVED All, \ 1 (Landing) All, - \ 1 q all, N Town Of Barnstable Patio / W \ 1 Brick EXI SI TN G TA GE A All \ % co T OEDR00M uit Rood \ ' 65 so N G v — l n D• F. Elev. — \ F 1 all, ali• \L \ Q O // / i5 O is WATER SERYtCE TO BE /ran Pipe al. \ dS� ' SLEEtiE9�S NEEDED Found kill ,d, toted �e hell lli, Of O j j r 3 �� S `-f. r Conservation Lond r1 i.. \ Town Of Barnstable p l \ Utility Pole EXISTING CESSPOOL o J , a TO BE ABANDONED �, ti' �� y �� �5 U0, 1 (PUMPED & FILLED) o p! f Poi A.M.Wilson Associates Inc, STAKED HA eALES O OR 5/L TA TION FENCE 20 Rascally Rabbit Road ►p � Unit 3 Marstons Mills,MA 02648 Concre.te t 01 Found { SKETCH PLAN SHOWING LAYOUT 110 GPD CAP- SAS WITH 5' INTERNAL SEPARATION Z6 BROUGHT TO 6" OF FINISH GRAD!,,--_____ 21" NOTES: Revisions " y1. I� 1. CONCRETE - 4000 PSI MIN. 11-O I 6 9" MIN. B" _ 4 WALLS STRENGTH 0 28 DAYS School 10/20/O U' ADD SOUNDINGS BC COVER- ---- st. FOUNDATION BELOW I 2. STEEL REINFORCEMENT - DECK N - EC I A,> I i STM A 615 GRADE 60 AI' SPA: ... O E T •. 24 DIA. MANHOLE COVER . ---- 12 FLOW-T P OF I i , 3^ 14" L _ J 3. DESIGN LOADING: AASHTO-H"-20 - _ 08/01/05 NOTES C - - - c s I I :- W/EXTENSION � I �I �oQd REALIGNED �' I INLET 4-4" Locus a 'y' ° n t s A 06/17/07 ADDED DESIGN OF NEW F , TEE LIQUID DEPTH e ° A�Qh� SAS SYSTEM. 49 12 x 8.5 FLOAT � W y e ---...., ?`; 12" CONCRETE BALLAST C�0 Dr t' `� 0 3 " IA. KNOCKOUT m 9 D K OCKOU O Ebb x 2.9 PROPOSED PRECAST CONCRETE SEPTIC TANK "BOTTOM ON LEVEL STABL BASE (TYP) 08/24/07 GENRAL DESIGN 2.5 x 8' ,RAMP $• m> a Sh estrin MODIFICATION + NOTES REINFORCED WITH STEEL 9 -2,7 r 6" MIN. 3/4" TO 1-1/2"STONE e 5" TOP BOY o C PLAN VIEW CROSS SECTION VIEW ``�- oo ¢� w X 1} PROPOSED 12" PILES (4) �� a cotuit 10/07/08 ADDED SOIL LOGS 3) INLET AND OUTLET TEES TO BE CAST IRON 4 WALLS w Hi hlond NOTES , S Fullers � MODIFICATION + NOTES -2-3 OR SCHEDULE 40 PVC. r I r S X x ` 0 REMOVE EXISTING FLOAT 1) SEPTIC TANK TO WITHSTAND H-20 LOADING -11 04 Marsh ,p p SHALL APPLY. SEPTIC TANK IS BELOW GROUNDWATER. TEES TO BE CENTERED UNDER MANHOLE COVERS. L , g Loop -2 4 0 Beach 11/11/08 ADD WALL LANDSCAPING X x 26 2) ALL PIPE CONNECTIONS COVERS AND CONCRETE n rn NOTES -2 CJ ; REALIGN EXISTING 12' x 8,5' CONSTRUCTION TO BE WATERTIGHT WITH RUBBER BOOTS NO. OF GALLONS: 2,000 4" BOTTOM FLOAT TO END OF PROPOSED ON ALL CONNECTIONS AND TEES BELOW GROUNDWATER. x 03/20/09 GROUNDWATER 2 5' x $' RAMP DISTRIBUTION BOX DETAIL } OBSERVATION AND EL. x P11 TANK I T DB-3 H-20 LOCUS MAP >.7 - "----, PROPOSED X,'6 3' x 56' POST SUPPORTED _/ ¢ WALKWAY & RAMP NOT TO SCALE - NOT TO SCALE - Assessors NOT M p S6 Parcel 13 X I I 2% MINIMUM FINISHED GRADE ZONING SUMMARY off. 508-362-4541 REMOVE SECTION OVER LEACHING AREA fax 508-362-9880 OF STONE GROIN a -1,2x ; X 0,8 REMOVE EXISTING (2) FLOAJ FIRST TWO FEET TO APPROX. EL = 8.88' ZONING DISTRICT RF-1 RESIDENTIAL DISTRICT I BY HAND i ,I,, E LAI V L MIN. LOT SIZE 87,120 S.F. � 2" PEASTONE down caps eng►�neB��g, Inc. , ca `--------- J /f -" 7.88 MIN. LOT FRONTAGE 20' PROP. WALL a a PROP. WALL MIN. LOT WIDTH 125' CIVIL ENGINEERS INLET & OUTLET COVERS TO BE BROUGHT TO 7.28 ' d 5.05 WITHIN 6" OF FINISH GRADE 73$ ° MIN. FRONT SETBACK 30 7.61 7.44' , A -0.6X x 0.4 Qom' air, 4" PVC SCH. 40 6.78 MIN. SIDE SETBACK 15' :: LAND SURVEYORS _ - I-- -- 19.0 -- ----I -0' REMOVE STONES I i (T ) 4 0' MIN. REAR SETBACK 15' To ELEVATION of "^ _� .-'�`" �``"' s� 24.6 939 main St. yarmouth, ma 02675 l,, I,, _ •`I' 2„25' 2,000 GAL 3/4" TO 1-1/2" MIN. BVW SETBACK 35' _ 2.00' PROS. HIGH GROUNDWATER�'' ~ - ' air, WASHED STO ' 3.05' ( ) .: 1.90' SUBCONTRACT SURVEYING FOR: MARSH BY HAND I,, o _ __ Ir Imo, - _ H2o 1.65' TER EL, �L 2.78 FLOOD ZONE - PROPOSED ''�'' SEPTIC TANK (TIDALLY INFLUENCED) Cb ir, �' -' Ir, 0r �2" CONCRETE BALAST FIR ZONE A11 - ELEV. 11 EXISTING CONDITIONS SURVEY 4"x4" 8' O.C. - _ _ = LOT + BUILDING ARE PRE-EXISTING NON-CONFORMING. ,,�,, �,, !r' -` - #2 - #/ FOUNDATION ZTO 3 ,,,��.1 SYSTEM PROFILE NOTES PROPOSED ACCC S STAIRS G Vp• WF WF1=4', BE INSTALLED ON A �' / 4'x4'x6' Project Title I, _ - 1• LEVEL & STABLE BASE. PUMP CHAMBER (NOT TO SCALE) j 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION - _ - - � I,, E1• / - Ai, u-' l (12" BALAST REQUIRED) METHODS AND MATERIALS SHALL CONFORM TO WF (NO BALAST REQUIRED) u�y,N• ,,I� TITLE V OF THE STATE ENVIRONMENTAL CODE, TOWN OF BARNSTABLE RULES AND REGULATIONS, Line Of Block PROVIDE WATERTIGHT CONCRETE RISER CONDITIONS OF STATE + LOCAL SEPTIC VARIANCES+ T OR F ord FoundotJon Below CLEAR WITH SECURED COVER TO GRADE. DER O CONDITIONS Q Wetl Deck 1-1/2' CHAMFER LE INSTALL 1" PVC CONDUIT TO HOUSE FOR WIRING 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES ' 765 �'' etc t8d L,� 2" WITH WATER TIGHT JOINTS. HARE HIGH WATER ALARM NEMA 4 JUNCTION BOX CORROSION RESISTENT ENTER OR LEAVE ALL CONCRETE STRUCTURES IN / o _ _ _ _ _ Ve9 I - FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON & LIQUID TIGHT. CABLE CONNECTORS SUPPORTED ORDER TO PROVIDE A WATERTIGHT SEAL. IN ADDITION TO / MI, Df _ CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. TO BE AD BY TER T" PVC CONDUIT. JOINTS OTHER WATER PROOFING REQUIRED BELOW. It �' TO BE MADE WATER TIGHT. / Wr LIr� EL 8.50 HOISTING CABLES 709 STAINLESS STEEL 1/8" DIA. 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE Dirt Area WF �3 Deck 1,750 LBS. STRENGTH SEALED WITH NEOPRENE GASKETS OR ASPHALT Santuff TP#2 #6 i1, Xist'ng CLEAR 3" 2" BALL VALVE w/ uNloNs SCH 8o PVC CEMENT TO PROVIDE A WATERTIGHT SEAL. HAND HOLE WF Concrete INSIDE GEORGE FISHEER CO. MODEL NO. 560 8" 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION 1r• #7 - 4" PVC FROM TANK ---� / Bound BOX AND LEACHING FACILITY TO WITHSTAND H-20. WF - - -r--2" SCH 40 DISCHARGE TO D-BOX _.._ --4 Found INV. (IN) EL. = 1.90 RUBBER BOOTS ON ALL CONNECTIONS 5. ALL PVC PIPES IN THE SYSTEM 5 ALL BE ✓J , AND TEES BELOW GROUNDWATER. 2" SCH 40 TEE W/ CLEANOUT SDR35. P-S p►'v► 0 303� ,�� OUTSIDE 5, 12 READ 6. WASHED CRUSHED STONE SHALL FREE OF ALL Road ALARM ON EL.: 0. RUBBER BOOTS ON ALL CONNECTIONS alrf ' I WF Flagpole 4.25' 10" AND TEES BELOW GROUNDWATER. DIRT, DUST AND FINES, J = BENCHMARK: p ' 3000 PSI CONCRETE PUMP 0 - AND 1/4" WEEP HOLE IN DISCHARGE BENCHMARK. „ 7. AT ALL POINTS OF INTERSECTION OF WATER LINES j1 DISCHARGE PIPE FOR SELF DRAINING 0 DECK CTION Gent ( ) 6% AIR 10" AND SEWER LINES, BOTH PIPES SHALL BE CON- +til- PROPOSE 1, HIGH TO BE OVED Reo�otion TOP OF CONCRETE ENTRAINMENT PUMP OFF EL: (-1.,,:L 2" BALL CHECK VALVE SCH 80 PVC STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO INGLE RAIL\FENCE Re' BE E BOUND ELEV. = 5.0 12" too PSI FLOWMATIC MODEL NO. 208S BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 10 D NGVD ALL 2" SCH. 40 PVC DISCHARGE PIPE #4, 14" OG FLOAT NO. 2: ALARM ACTIVATION REINFORCEMENT 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE ��� Ir, \ PRO(OSE 3' x 8' GRADE 60 - PROVIDE AN �/'"' BARNES SE411 PUMP .4HP 115V MANUFACTURED BY ROTONDO OR AN EQUIVALENT- A1CCES RAMP FLOAT NO, 1: PUMP ON/OFF EL. _ (-2.85') 2" DISCHARGE PASSING 2" SOLIDS MANUFACTURER, U: 1 IMPELLER SIZE (108), RATE 30-40 GPM \ a MIN. GROUND 12' 4'x4'x6' PUMP CHAMBER AVAILABLE AS A UNIT THROUGH 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING Lawn Are EL=4.25'± ROTONDO PRECAST, REHOBOTH MA, (508)336-7600 " AREA AND BACKFILL WITH MATERIAL AS DESCRIBED \ \ PUMP &ACESS. THROUGH WILLIAMSON ELECTRIC (781) 444-6800 ON PLAN. Ma ACTUAL DEPTH BELOW 28" 10. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO - �, \ I GRADE TO BE DETERMINED DESIGN CALCULATIONS OPERATE OVER THE LIMITS OF THE SEWAGE DIS- I'' \ \ o BY STRUCTUAL ENGINEER POSAL SYSTEMS DURING THE COURSE OF CON-- , Ail 1\ 1 patl® .5x3.5 KEY 4, 16"OC 2" 1 BEDROOM .COTTAGE STRUCTION OF THE SYSTEMS. I' 10 #4, 5 REOD 3" 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL Brick ITNG EL=2.00'f SYSTEM SHALL BE MADE WITHOUT PRIOR �xI SM CO T-rAGE APPROVAL OF THE ENGINEER AND THE LOCAL NO. OF BEDROOMS: 1 BOARD OF HEALTH. 8Ep R00 it Road EL=1•00't DESIGN FLOW 1 BR x 110 GAL./(BR-DAY) = 110 GPD 12. THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY Prepared For 1 ntU ,� 3000 PSI REQ'D CAPACITY: 200% x 110 GAL = 220 OR 1,500 GAL MIN. TITLE V. SaO.G. Landing) 1 6.00" TYP \ �65 N CONCRETE 13. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY #g \ # 5.�5 Town Of Barnstable CAPACITY PROVIDED: 10.0'x5.0O x7.33 x7.48= 2,000 GAL. (Gross) Wf- �i � 48 TITLE V AND AN AS-BUILT PLAN \ I Elev. OF THE SYSTEM MUST BE OBTAINED BY THE " DISPLACEMENT: 11.0'x6.O'x7.33'x64.0 Ibs ft3 = 30,962 lbs. of S.W. CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. F•F' SCALE 1/2"=V-O" MANUFACTURED WEIGHT OF TANK / = 25080 Ibs. Frederick C. Mycock DIMENSIONS IN INCHES ' 14. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE BALLAST REQUIRED: = 5,882 Ibs. DISPOSAL UNIT. CONCRETE BALLAST:(5,882 Ibs.)/(150 Ibs./ft3) - 39.2 ft3 15. ALL UNDERGROUND UTILITIES SHOWN WERE COM TYPICAL _WA DETAIL, BALLAST INSIDE: (39.2 ft3)/ (10 x5.0 ) = 0.79 or 10 use 12 PILED ACCORDING TO AVAILABLE RECORD PLANS \ \ f {1 AND ARE APPROXIMATE ONLY. SEE CHAPTER 370,ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. 20 RascallyRabbit Road ( ADJ. CAPACITY: 10.0'X5.0'X(5.33'-1.0')x7.48 = 1,620 GAL. WE ASSUME NO RESPONSIBILITY FOR DAMAGES Moratons Mills, MA flb INCURRED AS A RESULT OF UTILITIES OMMITTED OR 02648 \ O �� t P P /wHA IN ART ELEVATIONS INACCURATELY SHOWN. THE APPROPRIATE PUBLIC s C UM C MBER ENGINEERING DEPARTMENT SHALL BE CONTACTED AS \ , rush L WELL AS DIG SAFE (PH, NUMBER 1-888-DIG-SAFE) 6 u8 BOTTOM OF CHAMBER EL. _ (-2.85') FIRST FLOOR ELEVATION 5•05't BEFORE ANY CONSTRUCTION IS TO BEGIN. #ip �� ✓ HIGH GROUNDWATER EL. = 2.78' 16. RESTRICTION SHALL BE RECORDED IN THE CHAIN .+,t WF \,fl H \ O rn APPROX. L0a77ON OF EX/SANG w Iron Pipe BUOYANCY FORCE PER FOOT OF DEPTH: V 4' INVERT AT BUILDING 3.05,t OF TITLE FOR THIS PROPERTY LIMITING THE - \ O WATER SfRI/JCE. RELOCATE AND SL Found 4.0' x 4.0' x 64.0 Ibs./cu.ft. = 1,024 Ibs/ft dJ SITE TO ONE BEDROOM, A. M. Wilson Associates Inc" \27.6 E O SLEEVE AS REQUIRED. MAXIMUM DISPLACEMENT = 6.0 sll�(i� �y1�� 4' INVERT AT 1500 GAL. TANK (IN) 2.25't ' MAX. UPLIFT PRESSURE = 6,0' x 1,024 Ibs ft = 6,144 Ibs. �` C� ® 17, WATER PROOFING SHALL BE PROVIDED FOR PORTIONS {,, o0d oo'a /yam / S '` t� 4" INVERT AT 1500 GAL. TANK (OUT) 2.gO'f OF TANK/ PUMP CHAMBER BELOW MAX. GROUND �etl �8 C3 F»o o r xist1n9 WaY WEIGHT OF EMPTY PUMP CHAMBER - 7,650 Ibs. M tt ��W WATER ELEVATION (310 CMR 15.22). �08 424 792 FAX 508 420 9795 d 6 ,A �a /' E Drl�e NO CONCRETE BALAST REQUIRED: 7,650 LBS > 6,144 LBS �n�S 4" INVERT AT PUMP CHAMBER (IN) 1. 0't I state hell 1' qs 18. INSPECTON PORT SHALL BE 4-INCH PERFORATED PIPE f Ve9 ¢ ERC 9`�� •� S �_ ` L „ PLACED VERTICALLY DOWN THROUGH INTO THE STONE TO DrawingTitle 2 INVERT AT PUMP CHAMBER (OUT) 1 5'f NATURALLY OCCURING SOIL OR SAND FILL BELOW THE 1t 0 A� '2 Tp#1 5 YA(SPECAON PORT e5 2 l(n THE STONE(310 CMR 15.240.13). Lim (Conservation Land) s O 4 tr.• CA�NCH ED PE W/RFORAAI/N 3TENCPIPEHEO GRA UtilJt Po% DOSING. .& STORAGE REQUIREMENTS �" (� 7 ` 2 INVERT AT DIST. BOX (IN) 7.61'f i Town Of Barnstable O EE`�1lOTW rHIf18 y DAILY FLOW: 110 GPD �( 4" INVERT AT DIST. BOX (OUT) 7.44't GENERA WALL NOTE I N9 ° ` DOSING REQUIRED: 2 CYCLES/DAY (SAND) r Q�� 1. REFER TO SITE PLAN OF PROPOSED CONSTRUCTION. INVERTS AT LEACHING FACILITY: 96 F��y \ DISTANCE REQUIRED BETWEEN PUMP \^ e�� , 2. CONTRACTOR TO ARRANGE FOR HORIZONTAL AND LOW ON AND PUMP OFF FLOATS: �I\�� ELEVATION AT TOP VERTICAL CONTROL. 5't ca �Fc4�F,P S \ 55 GAL/CYCLE / 67 GAL/FT = 0.82 FT/CYCLE �J� OF LEACHING FACILITY 8.88't 3. IF ANY DETAIL OR INFORMATION ON THIS PLAN IS O �� STORAGE REQUIRED ABOVE WORKING LEVEL: 110 GALLONS NOT FULLY UNDERSTOOD, CONTACT DESIGN ENGINEER, EXISTING CESSPOOL O / ��pa15.0fko STORAGE PROVIDED: ` � OF ILEACHINGAFACILITY TION AT BEG. 7 38't 4. CONCRETE TO BE fc=3D00 PSI 028 DAYS WITH 6% TO BE ABANDONED j � 9 \ INV.(IN) EL: 1.90 - PUMP ON EL. (-0.53') = 2.43 AIR ENTRAINMENT IN WALL POURING. W- aste ����� (PUMPED & REMOVED) 10 4 STORAGE PROVIDED - 2.43' x 67 GAL/FT = 163 GALLONS 4" INV. ELEVATION AT END 5. REINFORCING STEEL TO BE GRADE 60. O Ot -ry OF LEACHING FACILITY 7.28't 6. HORIZONTAL REINFORCEMENT LAPPED O \ 4�� �6 ttt Mqs��� R A 1 1 N HOLE DATA HIGH GROUND WATER 2.7$'f SPLICE TO BE 18" LONG AND STAGGERED. O '� tJ �e�e Q� Pas{RTA. �� ELEVATION. TIDALLY INFLUENCED BASED 7. SEAL ANY SHRINKAGE CRACKS FROM INSIDE Di5posals. f Pa �1 ( DRAKE 4.75' ( e 0 o CIVIL TEST PIT # 1 GRID. EL. TEST BY: STEPHEN DOYLE ON OBSERVATIONS AT SITE). WITH ACRYLIC LATEX ASPHALT SEALER BEFORE BACKFILLING. 2A0' DONNA Z. MIORANDI, RS 8. FORM TIES TO BE PLUGGED WITH SAND MIX MORTOR. Eag c) No.41642 O GW. EL. WITNESSED BY: STAKED HAYBALES O Arc� S-7 P� Q DATE: SEPT. 19, 2008 MOTTLING EL.N/A LIST F VARIANCES Design OR SILTATION FENCE 9. INSIDE SURFACE OF WALL TO BE COATED WITH O 1 AL ELEV. SURFACE SOIL SOIL SOIL SOIL ASPHALTIC SEALER AND 4 MIL POLY LINER. ` I' O 4.75' DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER TITLE 5 LOCAL PROVIDED 10. ALLOW 21 DAYS FOR CONCRETE TO CURE BEFORE HAND HOLE #'Z' GRID, 3 0 , EL. TEST BY: STEPHEN DOYLE -I L`0� FRIABLE RETAINAGE TO STREET 10' 10' 8.6' BACKFILLING. BACKFILL OUTSIDE TO FINAL GW. EL. 1.0' WITNESSED BY: DONNA Z. MIORANDI, RS 0°-4" A SL 10YR 3/2 NONE GRADE BEFORE FILLING INSIDE WITH CLEAN SAND. SEPT. 19, 2008 MOTTLING EL. / GROUND WATER MONITOROING NO LARGE STONE DATE: N A RETAINAGE TO PROPERTY LINE 10' 10' 5' 11. REMOVE ALL SUBSOIL, DEBRIS, AND ORGANIC C crate MODERATE STRUCTURE MATERIAL FROM UNDER FOOTING AND INSIDE WALL. ELEV. SURFACE SOIL SOIL SOIL SOIL 4 -36 B LS 10YR 5/6 NONE SAS TO RETAINAGE 10. 10 5 ound WITHIN LEACHING FIELD AND RETAINING WALL FRIABLE CONSISTENCE 12. MECHANICALLY COMPACT SOIL BELOW FOOTING 3•0' DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER Found 2/08/00. 12:30 P.M. - 2.76' NGVD SAS TO BVW BEFORE FORMING. Scale: '► ' ALL UNSUITABLE MATERIAL TO BE REMOVED STABLE CAST 50 100 4D.3'f 1 = 10 SILTY CLAY 13• SEPTIC SYSTEM DESIGNER TO VERIFY ELEVATIONS 0°-2° A FINE SAND 2.SY 8/2 NONE LOOSE 2/09/09 1:00 P.M. - 2.78' NGVD AND REPLACED WITH SOIL CONSISTING OF 36°-38" C1 GLEYED 6j5 GY NONE 1.5" RIBBON SAS TO GROUNDWATER 5' 5' 4' OF WALL AND SOIL ABSORPTION SYSTEM. CLEAN GRANULAR SAND FREE FROM ORGANIC MODERATE STRUCTURE 2/10/09 : 1:45 P.M, - 2.78' NGVD MATTER AND DELETERIOUS SUBSTANCES. VERY STRONG "0" BOX TO 8VW 25' 100' 41.5't 14. 48 HOUR OR 2 WORKING DAY NOTICE REQUIRED 0 5 10 15 20 25 FEET 2"-8" 81 MED. S.L. 10YR 5/6 NONE MIXTURES AND LAYERS OF DIFFERENT CLASSES 38"-108" C2 PEAT 7.5YR 3/1 NONE STRUCTURE FOR INSPECTION AND/OR VERIFICATION SERVICES. FRIABLE CONSISTENCE OF SOIL SHALL NOT BE USED. THE FILL SHALL SEPTIC TANK TO BVW 25' 100' 27.6't Date AUG. 11, 2003 2:30 P.M. - 2.54' NGVD 15. THE FINAL WALL DESIGN INCLUDING ITS SUPPORT Drawing No. SHELL NOT CONTAIN ANY MATERIAL LARGER THAN STRONG STRUCTURE SYSTEM AND DEPTH BELOW GRADE MUST BE PROVIDED 8"-24" 82 NONE USE 2.78' FOR HIGHEST MONTHLY 2-INCHES. A SIEVE ANALYSIS USING A 108"-168" G3 S tURATED 2.5YR 4/2 NONE PUMP CHAMBER TO BVW 25' 100' 28.6't Design A.M.W. DEPOSITS -9.25 SOFT CONSISTENCY BY A MASSACHUSETTS REGISTERED STRUCTURAL #4 SIEVE SHALL BE PERFORMED ON A PUMP CHAMBER TO PROPERTY LINE 10' 10' 6.4't ENGINEER OR ARCHITECT PRIOR TO CONSTRUCTION, Check R.D. SATURATED STR NG ST UCTUR TIDAL INFLUENCED GROUND WATER EL. REPRESENTATIVE SAMPLE OF THE FILL. BOTTOM (00(vC S 16. SHRUB PLANTINGS TO SCREEN WALL TO BE PROVIDED 1 24"-40" G1 MEd. COURSE 2.5YR 4/2 NONE W�TH GRANULAR CY TOP PERC HOLE PERC RATE: < 5 WATER LINE TO BUILDING SEWER 10' 10' VARIES Drawn R.D. -0.33' SAND WEEPING OBSERVED ®36" AS A SINGLE ROW OF BAYBERRY, WINTERBERRY, BOTTOM 0 14" MIN./INCH PERC. DISPOSAL FACILITY 18" BELOW WATER LINE 18" 18" ABOVE UPRIGHT JUNIPER, SHAD, HIGH BUSH BLUEBERRY .lab. No. 2.1322.00 /� PR OR TO CONSTRUCTION AND/OR SIMILAR NATIVE COMPATIBLE SPECIES, Rr C 4 Last Rev. May 12, 2009 of 1 • n � � r1 " � o MYCOCK BASE i