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1500 MAIN STREET (COTUIT) - Health (3)
1500 MAIN STREET COTUIT Ik I N i� a S 2 2 01r No. bt✓I - 343 THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH' pW N OF IJS yi12/4ST's4 SL APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 121 Location O Owner's Name C,7 j� ®I,, Map/Parcel# ( � (:,i;Address GA I�4 11C Lot 1,4011IC-5 ANtU 14 ZA#4-q i In a's Name Desi er's &a n�1 * /VIA -Z 5' WoRa.5r,Ar� �-�C,y/vIT 'f 7 7Addr4- / �� f�'� t7�r7 tf,4 A�r�S 7 Telephone# r Telephone# Type of Building: '?PC ©SL D �rl}1EI(1 n1 �' Lot Size �'`� Sj fed etR�s Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures ' Design Flow(min. required) 414 O gpd Calculated desi n flow gpd Design flow provided SS gpd Plan: Date Oq- 65" 2 Tj Number of sheets Revision Date V f5 i Title a oP I S' ®S4(� S�STF Description of Soil(s) � 6 P/( �-/2'C'4b)`•3'+UD, /2''�f�� e C�.Sof�D,yo -/Zd -,V Cdv1SF 5 -b Soil Evaluator Form No. prr Name of Soil EvaluatorL, C49R0'/AQ Date of Evaluation- /Z -/3-20/Z DESCRIPTION OF REPAIRS OR ALTERATIONS Il The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further n rce the system in operation until a Certificate of Compliance has be issu d by the Board of Health. Signed Date Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 .. < .r . ..�.: ../. � .<, rVa-.srY ... w ..w� .' ..j ..A,r+ ..--F^N1�'nr 1..y ♦ ;Y [ v r}.. �� b;R! A ! No. 2013' �y3 ° THE COMONWEALTH OF MASSACHUSETTS FEE 1 B.nab ,OR H:.E A LT H;.� .l ouJ . ! APPLICATION'FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT. Application for a Permit to Construct xRepair (. ) Upgrade ( ) Abandon ( ) ❑Complete System ❑Individual Components M A t N Rus(4 ),-j'''I#99SN k6Air y7&v s t Location ! Owner's Name !7 J u Map/Parcel# A Address j Lot# K e Tlh ,#,..�d NC,J G"�IM AIV� '#/ "j� •' y r In le 's Name esi er's, a e'" .: .. rIV6vk MA Zoe' Wo(2c�s1� �`�•taN'tT' ,�� � f t` v Address (( Addr s t} r-0 6- 2.7r.�-�1- 2 3 r II�D CST I'1� 0s y v r Telephone# - Telephone#,S pType of Building: �0 P 0.5 W 1 ^' F� LofLSize 16.7 Sq-feet � I2welling-No.of Bedrooms Garbage Grinder ( ) Other:—Type of Building / _, No.of persons Showers ( ), Cafeteria 15&r fixtures ' " Design Flow(min.required) �' gpd Calculated desi n flows gpd Dsi n ow provided gpd t, `Plan: Date 4 1 Number ofrgheets Revision Date" / Title pli1N oi- pt?opo 5E /�°'4..:l�Ee�f�G6 ptS:C��lS�}C 57�Stf � � - 1 ,Description ofSoil(s) OFr�'�� �i0(, 4,-/2'��b��s •� r./zr � �Cr'B tC�r�r fv��Dr�C -/ 6` C�lor4SF Soil Evaluator Form No. � .. .., Name of Soil Evaluator�� Cr4fLF?�/fr0'.. Date of Evaluation w*$,C-RIPTION OF REPAIRS OR ALTERATIONS 1' W`' f .The undersigned agrees to install the above described Individu6l Sewage Disposal System in accordance with the provisions of TITIE'5 and forth!agrees not to place the system in operation until a Certificate of Compliance has issu by the Board of Health.• y Signed. . : Date .I? e •Inspections ilk- X' J r FORM 1 APPLICATION FOR DSCP DEP APPROVEDiFORM'5/96/ t .YL� ...�,:.�. ::�.�.,,.., .-.,.�tr=-,,..,.r-:ti-,Q�:_.�.,�:,...,.�.�.�<o.,,�-...:�....e��..�.��,-�.�.�-...-.�Q�-.-.•� / n-..�. >z�.�.r.� .� �.Yam- �r .-..- »..�.- ®60 No. 3' THE COMMONWEALTH OF MASSACHUSETTS Fee 114 / l) STt� I.0 BOARD OF HEALTH k CERTIFICATE OF COMPLIANCE a `' Description of Work: ❑ Individual Component(s) ElComplete System .� The undersigned hereby certify that the Sewage Disposal System;Constructed(P),Repaired( ),Upgraded( `),Abandoned at Q-S2y m41N UTvAtT '? has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built h 'plans relating to application No 20l3-3y3 dated $(30l Za13 Approved Design Flow 44 Lf 0 (gpd) Installer �_ , ! f + �1+ 5 f; ! Designer: Inspector /'',' rit Date 4''�f�/ '. The issuance of this certificate shall not be construed as a gu ra ant a that the system will function as desig ed t j FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 / ••�� 00 .y e No.2013-3q3 THE COMMONWEALTH OF MASSACHUSETTS FEE /5,0 T-~TA-atIr- BOARD OF H E A LT H DISPOSAL SYSTEM CONSTRUCTION PERMIT . Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (` ) Abandon ( ) an individual sewage disposal system at Ki4 M 41N ST. Co-r k%-t as described in the application for Disposal System'kConstruction Permit No.2013" 34 dated 8/-3040/3 a Provided: Construction shall be completed within three years of the date of this permit.AIl locate 1 c editions must be met. Date C� �v/��'-O/3 Board of Health/ a t FORM 2 - DSCP DEP APPROVED FORM 5/96 C� d- FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON _ r d TOWN OF BARNSTABLE LOCATION 152- T /Y)hid 60�+A SEWAGE# 343 VILLAGE (,O U I T ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. sd SEPTIC TANK CAPACITY UOO - /Sbo-To 0 (t T Soo (size) ,LEACHING FACILITY: e) LO ) ��� s J( 0 NO.OF BEDROOMS 4 OWNER "Ey S h_ J�6� ?->!I. l H TfZ4 S PERMIT DATE: �/Z Z 14 COMPLIANCE DATE:. Separation Distance.Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility f/ Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 141 A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility). Feet FURNISHED BY A — A A 3 = 3 Z.¢ �gox 4 44, 0 OurLETi � IiVLtT 60 L COT�TA'de 32 2 v, �� 41. 0 s= 31, - -- C BANN - _} Malkus, Karen From: Francine Hughes <Francine.Hughes@mccourt.com> Sent: Sunday, April 23, 2017 4:18 PM To: Malkus, Karen Subject: Re: Contact Information Hi Karen, li neglected to provide the name and number for our onsite person. Please see his contact info below: Ed's contact information Cell-508.3443238 Home—508.420.0405 Sent from my iPhone On Apr 21, 2017, at 2:44 PM, Francine Hughes<Francine.Hughes@mccourt.com>wrote: Hi Karen, Thank you for taking my call, please see my contact information below. If you wouldn't mind sending me the documentation, I'll be sure our site staff knows how to handle this in the future. Thank you, Francine Francine Hughes I Senior Director, Operations &Administration McCourt LP 9420 Wilshire Boulevard 13rd Floor I Beverly Hills, CA 90212 Office: (310) 746-4206 1 Mobile: (213) 399-8987 Francine.Hughes@mccourt.com I wwwxticcourt.com <image001.gif> 1 Malkus, Karen From: Stanton, David Sent: Monday, April 24, 2017 7:40 AM To: Malkus, Karen Subject: RE: Draining pool Thank you -----Original Message----- From: Malkus, Karen Sent: Friday, April 21, 2017 6:22 PM To: McKean,Thomas; Sousa, Vanessa Cc: Stanton, David; Sousa, Vanessa Subject: RE: Draining pool Hi, I was able to find the property manager's information for the McCourt property, which was not in any file, or our data base. I will added this to street file for future refrence: Francine Hughes Francine Hughes I Senior Director, Operations&Administration McCourt.LP - 9420 Wilshire Boulevard 13rd Floor I Beverly Hills,CA 90212 Office: (310) 746-4206 1 Mobile: (213) 399-8987 - Francine.Huahes@mccourt.com I www.mccourt.com A-neighbor had already reached the pool contractors to stop the drainage into the street, so the problem was solved earlier on Friday before we got the complaint. I have their contact information to follow- up on Monday. Best Wishes, Karen Sent from my Verizon, Samsung Galaxy Tablet -------- Original message -------- From: "McKean, Thomas" <Thomas.McKean@town.barnstable.ma.us> Date: 4/21/17 1:53 PM (GMT-05:00) To: "Malkus, Karen" <Karen.Malkus@town.barnstable.ma.us>, "Sousa, Vanessa" <Vanessa.Sousa@town.barnstable.ma.us> Cc: "Stanton, David" <David.Stanton@town.barnstable.ma.us> Subject: Fw: Draining pool Please log this in and assign for investigation/action. From: Ells, Mark <Mark.Ells@town.barnstable.ma.us> Sent: Friday, April 21, 2017 11:20 AM To: McKean,Thomas Cc: Santos, Daniel; Weil, Ruth; Scali, Richard Subject: FW: Draining pool Please investigate and take appropriate action. 1 Thank you From: Precinct7 fmailto:Precinct7@)comcast.net] Sent: Friday, April 21, 2017 10:26 AM To: Ells, Mark Subject: Draining pool Hi Mark, Received a call from a constituent who told me to take a look at the draining of McCourt's pool into the drain on the road. Is this allowed? Jessica Rapp Grassetti Town Councilor, Precinct 7 PO Box 1310 Cotuit, MA 02635 (508)360-2504 Cell (508)862-4738 Office www.bamstableprecinct7.com - 2 Town of Barnstable PyoF11HE r°wtio Regulatory Services Thomas F. Geiler,Director BAMSTABLE, - 9 MASS. $ Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date: ?Z- I q Sewage Permit# 76Y- 34 3 Assessor's Map\Parcel 017 q . / C r'Lz. h / Installer: �f �� Q �^ t•� Designer: �0[+7e S a.r�� A � "�" , �7C Address: �S" Gcloree s r Covff,Vag 14gAddress: �e 1�I m a /M A o Z S3 LZ was issued a permit to install a (date) (inst er) septic system at IS-7-4 AW 01 U Efi (.o{fit t based on a design drawn by �+ (address) lr+'iy5 a.rfd MC Gia. t INC.-dated /l�i2!(. ; o'ZC7�3. 14PLaf reVrsed Ia/7/3 (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. ✓ 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 o certified as-built b desi� t� n�v• S� N�OF Aso c MICHAEL B. (Installer's ignature) o MCGRATN No.36813 Cn O � 8/0 N M- (Designer Si e (Affix Designer's Stamp Here) 4 i;P ASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WII�L NOT BE ISSUED UNTIL BOTH THIS FORM AND A5 BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc i Massachusetts Department of Environmental Protection t Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 1524 MAIN STREET Please specify well type: Building Lot#: Assessor's Map#: Irrigation 17 Assessor's Lot#: ZIP Code: Number Of Wells: 14 02636 City/Town: Well Location BARNSTABLE In public right-of-way: GPS C'i Yes r No North: West: 41.60247 70.44305 Subdivision/Property/Description: Mailing Address: r click here if same as well location addres Property Owner: Street Number: Street Name: CO VALLEYCREST LANDSCAPE 1524 MAIN STREET City/Town: State: Engineering Firm: ABINGTON MASSACHUSETTS ZIP Code: 02636 Board of health permit obtained: (% Yes r Not Required Permit Number: Date Issued: W2013 027 12/20/2013 [) . . c Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program 4* Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger —Choose Bedrock— WELL LOG OVERBURDEN LITHOLOGY Drop in drill Extra fast or slow, From(ft) To(ft) Code Color Comment stem drill rate f 0 10 Silty Sand And Gravel IlBrown —� 01 YES G NO fv Fast 0 Slow L 10 20 Medium Sand Brown —� 0 YES r w' L 20 40 Medium Sand Brown C YES r NO r Fast 0 Slow 1 40 50 Silty Sand r YES r NO 0 Fast r Slowf [ ....... 50 60 Fine To Coarse Sand Brown r YES r NO r Fast r Slow WELL LOG BEDROCK LITHOLOGY L From(ft) To(ft) Code Comment Drop in drill Extra fast or slow Loss or addition of stem drill rate fluid Choose Code 01 YES 0 NO to Fast Slow r Loss G Addition [ ADDITIONAL WELL INFORMATION Developed Yes C;No Disinfected r Yes r No Total Well Depth 60 Depth to Bedrock Fracture ----...................._...-.. Surface Seal Type lNone Enhancement E-- � CASING #_Is Casing above ground From: 1 To: 0 From To Type Thickness Diameter Driveshoe- r� 0 50 Polyvinyl Chloride 1 Schedule 40 —� 6 ( Ye SCREEN C-No Screen From To Type Slot Size Diameter 50 60 IStainless Steel Well Point 0.012 6 WATER-BEARING ZONES ❑DRY VVEL From To Yield (gpm) 13.5 60 15 PERMANENT PUMP(IF AVAILABLE) Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) P —Choose Pump —Choose Pump Description Horsepower Description— Horsepower— Pump Intake Depth(ft) Nominal Pump Capacity(gpm) ANNULAR SEAL/FILTER PACK Water From To Material Weight Material Weight (9a►) Batches M Choose Material Choose Material WELL TEST DATA Time Pumping Time To Recovery (ft Date. Method Yield (gpm) Pumped Level (ft Recover (HH:MM) BGS) (HH:MM) BGS) 1/i7/2014 Constant Rate Pump 15 1:00 14.5 0:01 13.5 1l21/2014 Constant Rate Pump 100 6:00 30 0:02 13.5 WATER LEVEL Date Measured Static Depth BGS (ft) Flowing Rate(gpm) 1 21/2014 13.5 100 1/21 2514 13.5 100 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete a knowledge. THOMAS E Driller DESMOND III Registration# 764 Monitoring[M] Supervising DESMOND WELL Date Job Co Firm DRILLING INC. Rig Permit# 023 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. NO©V 3 U' Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2ppfication ,for Vern Construction Permit Application is hereby made for a permit to Construct(� Alter( ), or Repair( ) an individual well at: 152y Man V ,C4,m+ 01 V O I LA Location-Address � Assessors Map and Parcel - e 1 J Owner Address Q2Srn�s� \NLk\p(\\1 e,1,�L o 'g a� Z�$3,Qt�2anc IMN On653 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons T e of Well yp _ SC,HIAD pqc- Capacity Purpose of Well \Ccs!�Alzn DESMOND WELL DRILLING, INC. 5 RAYBER ROAD,BOX 2783 ORLEANS,MA 02653 Agreement: (508)240-1000 The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed `2 Z0 13 Date Application Approved i l Date Application Disapproved for the following reasons: Date Permit No. 3 e �� Issued 1 l 3 Date TT BOARD OF HEALTH DESMOND WELL DRILLING, INT O W N O F B A R N S T A B L E 5 RAYBER ROAD',C'. 5 ORLEANS,MA 026 (Certificate of Compliance ORL263 (508)240-1000 THIS IS TO CERTIFY,that the individual well Constructed(J), Altered( ), or Repaired( ) by �sw) 01 ��j1\iF ;I w(. Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.�� 13`6'7 Dated '3e )12) THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector I N o/ �C' 13— Fee BOARD OF HEALTH TOWN OF BARNSTABLE 0(pprtcation -for Yell Cow6truction Permit Application is hereby made for a permit to Construct(J), Alter( ), or Repair( ) an individual well at: 152y VY1n�n SN .C o ; - --) I U`y Location-Address Assessors Map and Parcel �12w �vs�nu tjacS C 06k ,O Owner Address Installer-Driller Address Type of Building Dwelling i Other-Type of Building No. of Persons Type of Well 6 1 S C\A"o 94 Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. \ M, Signed • a� 121 Z-0I13 Date Application Approved y� 1 Date Application Disapproved for the following reasons: Date +hermit No. 3 6 0Q Issued ' 1 3 ,d Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by L Installer at ( � /2"� r-��d `- ' U , F— has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.\,�,`)c 13-r-a: Dated t`j J0 ) 1 --� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE lVerr Con5tructiort permit No. Fee 5 Permission is hereby granted to 'L)Q3111rvr)� W ��c��� rl�i 3 nc Install 11 to Construct Alter( ), or Repair( an individual well at: No. S (�C,71 Y� �� Co � v k Q Street as shown on the application for a Well Construction Permit No._ ��y ,- Dated Date ! � Approved ���� i COMMONWEALTH OF MASSACHUSETTS - EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENviRoNMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B. STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION / Property Address: f 3 ST�O/U► Name of Owner e� C�I 5 5 On Date of Inspection: 'Z 00® Address of Owner: /'.-�J �t/ 5 /� t?O fv t Name of Inspector:(Please Print) 1 am a DEP approved system impactor pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: Q , Mailing Address: ( Telephone Number: .O CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of in pection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewa disposal systems. The system: Passes _ Conditionally Passes _ Needs Further Evaluation y the Local Approving Authority Fails Inspector's Signature: , Date: $ The System Inspector shall submit a copy of this inspection report to the Approving Au ty(.Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shad submit the report to the appropriate regional office of the Department of-Environmental Protection. The original should be sent to'tire system owner and copies sent to the buyer,if.applicable, and the approving authority. NOTES AND COMMENTS j Wag 17 2060 s r�hE revised 9/2/98 ,,,,. PageIof11 40, Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A / ` CERTIFICATION(continued) Property Address: /502 y AI� J ' l d�v o Owner: &!"e-S S d Date of Inspection: � {/ �s oe Q INSPECTION SUMMARY: check A, B, C, or A A. SYSTEM PASSES: 61zI have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system,upon jompletion of the replacement or repair,as approved by the Board of Health, will pass. L Indic a yes, no,or not determined(Y, N,or ND). Describe basis of determination in all instances. If "not determined", explain why not. _ The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached).indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank, whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. _ Sewage back or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a br ken;settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health)• broken pipe(s)are replaced obstruction is removed distribution box is levelled or replaced The system equired pumping-more than four times a year due to broken or obstructed pipe(s). The-system will pass inspection if(with approval of the Board of Health): . broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART CERTIFICATION(continued) Property Address: 7��� /%/( /<l/ 51— Owner: Date of Inspection: l a p C-) C FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) rr YSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY.AND.THE ENVIRONMENT:. Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS NCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The systern has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption.system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER • revised 9/2/98 Page 3of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) O Property Address: `7l Owner: Date of Inspection: ,/ /S 2 p o CJ D. SYSTEM FAILS: /y You must indicate either "Yes" or"No" to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into•facility�or system component*dueKo an overloaded or�clogged-SAS or-cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or � cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for wcoliform bacteria,volatile organic,compounds, ammonia nitrogerrand nitrate nitrogen. - E. LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Y s N the system is within 400 feet of a surface drinking water supply the system is-within 200 feet of-a•tdbutery to a surface drinking water supply -•--• - ..- the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area_IWPA)or a mapped Zone II of a public i water supply well) The'owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further inforpiation. revised 9/2/98 Page 4of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART.B . CHECKLIST Property Address: Owner: Date of Inspection: Check if the following have been done:You must indicate either "Yes" or "No" as to each of the following: Yes o Pumping information was provided by the owner,occupant,or Board of Health. None of the'system components have:been pumpedifovatJeast two weeks and-the system hassbeen-receivingvarmal.flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. All system components,excluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid,depth of sludge,depth of scum. The size and location of the Soil Absorption System on-the site has been determined based on:- Existing information. For example, Plan at B.O.H. _ Determined in the field(if any of the failure.criteria related to Part C is at issue,approximation of distance is unacceptable) 1[15.302(3►(b)] - The facility owner(and oscupants,-if differeat from..owner).,were.provided.with information:on.the.propermaintenaara.of SubSurface Disposal Systems. revised 9/2/98 Page 5of11 r — SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION10 , Property Address: Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flo0 g.p.d./bedroom. Number of edK rooms(design);,zz1_ Number of bedrooms(actual):Za Total DESIGN flow Number of current residents: Garbage grinder(yes or no). LGo�2� Laundry(separate system) jkeis or o): f yes, separate inspection-required . Laundry system inspecte (yes r no) Seasonal.use(yes or no):_ Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or no):f�✓ Last date of occupancy: J�/�t/ ��� .2 COMMERCIAL/INDU;TRIAW / Type of est blishment: Design flow. K d ( Based on 15.203) Basis of desi Grease trap preot_ Industrial Wast present: (yes or no)_ Non-sanitary wd to the Title 5 system: (yes or no)_Water meter r lable: Last date of c OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no) va If yes, volume pumped: gallons Reason for pumping: TYPE OF STEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed-Nf known)and source ofwnformation:~ •� 4Z. — Sewage odors detected when arriving at the site: (yes or no) revised 9/2/98 Page 6of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C A/ SYSTEM RM /OWN(contint ) *PropertyAddress: Owner: Date of Inspection: p BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construction:_cast iron_40 PVC_other(explain) Distance from private water supply well or suction line Diameter ` Comments:(condition of joints,venting,evidence of leakage,-etc.) SEPTIC TANK:_ (locate on site plan) Depth below grade:` Material of construction: concret etal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age_ Is age-confirmed-by Certificate of Compliance_(Yes/No) Dimensions: Sludge depth:IL Distance from top of ludge to bottom of outlet tee or baffle:0 - Scum thickness: C/ Distance from top of scum to top of outlet tee or Waffle: Distance from bottom of scum to bottom of outlet tee or baffle: How dimensions were dete - Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structur"tegrity, evidence of leakage,etc.) GREASE TRAP: (locate on site plan) Depth below grade:_ Material of construction:_concrete etal_Fiberglass _Polyethylene_othe xplain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee o>or Distance from bottom of scum to bottom of out :Date of last pumping:Comments: (recommendation for pumping, condition of inle or baffles, th of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Page 7of11 -_. A SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Pr r Property Address: C7 CO Owner: �/ �6 s S 0 -.17 Date of Inspection: v/ 1���. �m O O TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass_Polyethylene_other(explain) Dimensions: Capacity: gallons Design flow: gallons/Xordees Alarm present Alarm level: Alarm in Date of previous pumping: Comments: (condition of inlet tee, condition to.) DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: Comments: (note.if level and distribution is equal, evidenee of solids carryover, evidence of leakage into or out of box, etc.). it PUMP CHAMBER:_ (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) \\ Comments: \ (note condition of pump chamber,condition of pumps and appurtenances,etc.) i revised 9/2/98 Page 8of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) • Property Address: /S �/� ilr 5/'- for Owner: s 5 a Date of Inspection: SOIL ABSORPTION SYSTEM(SAS):_ (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: Type: leaching pits,number:_ leaching chambers,number: leaching galleries,number:_ leaching trenches,number,length: leaching fields,number, dimensions: overflow cesspool,number:_ . Alternative system: Name of Technology: Comments: (note condition of soil,signs of hydraulic failure,level of ponding, damp soil,condition of vegetation, etc.) CESSPOOLS:_ (locate on site plan) Number and configuration: • Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part o spection) Comments: (note condition of soil, signs of hydraulic f i ure,level of pon ing, condition of vegetation, etc.) PRIVY:_ \ (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation,etc.) revised 9/2/95 Page 9of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMAATION�Cpntirwed) *Property Address: �� ��� ✓ / ��� Owner: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) r revised 9/2/98 Page 10of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued)y- Property Address. - Co Sj CO G v f! Owner: �./—���s 5s e -7 Date of Inspection: G� NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed.Site(Abutting property, observation hole, basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators, installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) d IP V revised 9/2/98 Page 11of11 i 4Ce1 RUSHY MARSH PRIVATE WELLS � Zaj, NAME ADDRESS MAP/PARCEL Grassetti 1611 Main St 6f-i- 017-005 Wesson (Ed Edwards) 1541 Main Sty COT- 017-007 ' Wesson Big House irrigation 1524 Main St. "�i 017-014 Cottages - Jennifer Reilly 54 Lowell Rd. c0` 016-031 �v . i wpfiles\arob\corres\2011 3/15/2011 l4 T` r ... C��� 3�� �l �,ttE Town of]Barnstable P# Departiment of Regulatory Services 1 KhmerABLA i Public Health Division Date rE1539. 200 Main Street,Hyannis MA 02601161 Date Scheduled Time J� Fee Pd. / Soil Suitability Assessment for Se e Disposal Performed By: L, G'�'12 2 e t e Witnessed By: F0,5 LOCATION& GENERAL INFORMATIO Location AddresOwner's 7 , �/� -•��S C7 e j hame �/� piq �j''i'ffl'✓J Address f Asscssor's Map/Parcel: 0/7 1,^i y Eugincer's Name NEW CONSTRUCPIO'V REPAIR _ Telephone# f Land Use! hQ$rCir k) 6'4 11.rWN Slopes ' b r Surface Stonesy p Distances from: Open Water Body o ft Possible Wet Area i��ft Drinking Water Well ft Drainage Way ft Property Line 25-0 ft Other ft SKETCH:(Stmet.name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximityc!� les) C7 pPkA 03 A y Parent material(geologici u�k'�Ctt (JI/i7()CtS� .Depth to Bedrock �0 Depth to Groundwater. Standing Water in Hole: �ON . " Weeping from Pit FAce b�N� Estimated Seasonal High Groundwater. Q'e V DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soli mottles: In. :�epill io,weeping uum side of uos,iwie: in, Groundwater Adjubimeta u. Index Well# Rcading Date: Index Weil level � ___.. Adj.factor.,,,,,.,_.— Adj,Groundwater level, PERCOLATION TEST bate 131131(2. Time tv; AM. Observation Hole# Time at 9" '_-"--- p Depth of Perc Time at 6" Start Pre-soak Time @ ,l �Oi 35 Time(9"-6") T— End Pre-soak 10 0�0 e _ t Rate Min./Inch Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# -_ Depth from Soil Horizon Soil Texture .Sdil Color Soil• ., Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistency,WO 12 it 3Z•4 v C' sandI V yk �/t0 t o Ivl� b0 r- '+3Z Ci e' S rind . Z,� 6 Nage- S1V1glL Grain loose, DEEP 013SERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. I I o sis en %Grave 15i r 1.1- b. az foi7se) a X. 5Mvel. C. S004 to Single 9i' mj w5e' Lave L - r t: 6 116N� m9 9'++ fn) I o ose- - C l sa�ld 2, DEEP OBSERVATION HOLE LOG Hole# � Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) C y N EILL ra(h1 loose,0do avet rr G =,,��t n '. a,S ' Wy w A11r )fr,gte grwllA DEEP OBSERVATION HOLE LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stotir%Boulders. Consistency, D1 LL Q15 6) �005�, 2b gave Si " f3 �r'seswd toys 6/ nyt2 grcnvl, It�e Qb ugraueL G C. .""'o o�?i VIvNC Sitlgl? yJGfiV►� OfJF�C. Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes ' Within 100 year flood boundary No. ✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious matarial? Ceitifiication 12113 fL I certify that on (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 traim g,expertise and xperience described in�10 CMR 15.017. o . ltl Signature Datb QAS.EFTICTERCFORM.DOC Commonwealth of Massachusetts City/Town of Barnstable Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal.DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out A. Site Information forms on the computer,use Frank H. MCCourt,Jr. only the tab key Owner Name to move your 1524 Main Street cursor-do not Street Address or Lot# use the return key. Cotu it MA 02635 City/Town State Zip Code a6 Contact Person(if different from Owner) Telephone Number B. Test Results 12/13/12 10:00 AM 12/13/12 10:30 AM Date Time Date Time Observation Hole# 1 3 Depth of Perc 80 inches 70 inches Start Pre-Soak 10:10 10:35 End Pre-Soak 10:15 10:40 Time at 12" Time at 9" Time at 6" Time(9"-6") Rate(Min./Inch) Less than 2 mpi Less than 2 mpi Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Larry Carreiro Test Performed By: Donald Desmarais Witnessed By: Comments: Percolation rate of less than 2 mpi assign to the coarse sand layers C. Percolation test completed after 24 gallons of water were poured and unable to maintain a water depth of 9 inches in less than 15 minutes during pre-soak stage 310 CMR 15.105(6). 212166pf.doc Perc Test•Page 1 of 1 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal MassDEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information Frank H. McCourt, Jr. Owner Name 1524 Main Street 017 014 Street Address Map/Lot# Cotu it MA 02635 City State Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Published Soil SurveyAvailable? ® Yes ❑ No If es: 1993 1:25,000 CdB Y Year Published Publication Scale Soil Map Unit Carver coarse sand Soil Name Soil Limitations 3. Surficial Geolo ical Report Available? ® Yes ❑ No If es: 1986 1:100,000 Qmp 9 P Y Year Published Publication Scale Map Unit Glacial Outwash Outwash Plain Geologic Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No Within the 500-year flood boundary? ❑ Yes ® No Within a velocity zone? ❑ Yes ® No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 212166sf.doc•rev.10/07 Form 11-Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 12 --C\- Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal B. Site Information (Continued) 12 6. Current Water Resource Conditions (USGS): 12/20 12/20Y Range: ❑ Above Normal ® Normal ❑ Below Normal Month/7. Other references reviewed: Town Assessors Map, Fema Maps,Town Topography Maps C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Dee Observation Hole Number: TP#1 12/13/2012 9:00 AM 501 F clear P Date Time Weather 1. Location Ground Elevation at Surface of Hole: 1.8.5+/ Location (identify on plan): (refer to sketch) residential no 1-2% 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) lawn outwash plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) >250 3. Distances from: Open Water Body feet>320 Drainage Way feet Possible Wet Area feet Property Line +/- p y feet Drinking Water Well feet Other feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: El.4(NGVD) feet elevation 212166sf.doc•rev.10/07 Form 11—Soll Suitability Assessment for On-Site Sewage Disposal •Page 2 of 12 Commonwealth of Massachusetts City/Town of Bamstable ` Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#1 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist(Munsell) (USDA) Cobbles 8� Structure Consistence Other Depth Color Percent Gravel (Moist) Stones 0 0"-6" Fill Loam 6"-12" Ab 2.5 YR 6/2 Loamy 20 subangular loose Sand blocky Coarse single 12"-32" B 10 YR 6/6 Sand 40. grain loose 32"-120" C 2.5 YR 6/4 Coarse single loose Sand rain Additional Notes: 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 12 C\_ Commonwealth of Massachusetts City/Town of Bamstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Dee Observation Hole Number: TP#2 12/13/2012 9:15 A.M. 500 F clear P Date Time Weather 1. Location Ground Elevation at Surface of Hole. 18'5+/ Location(identify on plan): (refer to sketch) residential no 1.2% 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) lawn glacial plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) >350 3. Distances from: Open Water Body feet>390 Drainage Way feet Possible Wet Area feet Property Line 90t/ Drinking Water Well feet Other feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock 0 Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: feet elevation 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 12 Commonwealth of Massachusetts City/Town of Bamstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#2 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) USDA Structure Consistence Other Layer Moist(Munsell) (USDA) Cobbles& (Moist) Depth olor Percent ravel Stones 0 0"-6" Fill Loam 6"-12" Ab 2.5 YR 6/2 Loamy 20 subangular loose Sand blocky Coarse single 9 12"-40" B 10 YR 6/6 Sand 40 grain loose 40"-120" C 2.5 YR 6/4 Coarse single loose Sand in Additional Notes: 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 12 s Commonwealth of Massachusetts City/Town of Bamstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Dee Observation Hole Number: TP#3 12/13/2012 9:30 A.M. 500 F clear P Date Time Weather 1. Location Ground Elevation at Surface of Hole: 17.5+/ Location(identify on plan): (refer to sketch) 2. Land Use residential no 5-7% (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) lawn outwash plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) >370 3. Distances from: Open Water Body feet>400 Drainage Way feet Possible Wet Area feet Property Line 70+/ Drinking Water Well Other feet feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layers) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Depth to High Groundwater: feet El.4(NGVD) Estimated De p g feet elevation 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 12 Commonwealth of Massachusetts City/Town of Bamstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#3 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(In.) Layer Moist(Munsell) (USDA) Cobbles Structure Consistence Other Depth Color Percent ravel (Moist) Stones 0 0"-6" Fill Loam 6"-12" Ab 2.5 YR 6/2 Loamy 20 subangular loose Sand blocky 12"-39" B 10 YR 6/6 Coarse 40 single loose Sand grain 39"A 20" C 2.5 YR 6/4 Coarse single loose Sand grain Additional Notes: 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 12 i Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Dee Observation Hole Number: TP#4 12/13/2012 9:45 A.M. 500 F clear P Date Time Weather 1. Location Hole: 13.8+/ Location (identify on plan): (refer to sketch) at Surface of Ho ( �Y Ground Elevation 2. Land Use residential no 5-7% (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) lawn glacial plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) >400 >320 3. Distances from: Open Water Body feet Drainage Way feet Possible Wet Area feet Property Line 30+/ Drinking Water Well feet Other feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layers) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Depth to High Groundwater: 1 et El.4(NGVD) Estimated De p g feet elevation 212166sf.doc-rev.10/07 Form 11—Soil Suitability!Assessment for On-Site Sewage Disposal •Page 8 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#4 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil S Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure Consistence Other Soil Depth olor Percent ravel (Moist) Stones 0 0"-6" Fill Loam 6"-12" Ab 2.5 YR 612 Loamy 20 subangular loose Sand blocky 12"-39" B 10 YR 6/6 Coarse 40 single loose Sand grain 39"-120" C 2.5 YR 614 Coarse single loose Sand rain Additional Notes: 212166sf.doc•rev.10/07 4 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 9 of 12 J. —C\- Commonwealth of Massachusetts City7own of Bamstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method.Used: TP1 TP 2 TP3 TP4 ❑ Depth observed standing water in observation hole inches inches Inches inches ❑ Depth weeping from side of observation hole Inches Inches inches inches ❑ Depth to soil redoximorphic features (mottles) inches Inches Inches Inches ❑ Groundwater adjustment(USGS methodology) Inches Inches inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level 3. Town Assessors Map, Fema Maps, Town Topography Maps Cape Cod Groundwater Map Other methods E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No 120+ b. If yes, at what depth was it observed? Upper boundary 12 Lower bounds: inches ry' Inches 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 10 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. December 13, 2012 nature of Soil jKaluator Date Larry Carreiro November 2006 Typed or Printed Name of Soil Evaluator!License# Date of Soil Evaluator Exam Donald Desmarais Barnstable Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and to the designer and the property owner with Percolation Test Form 12. 212166sf.doc•rev.10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 11 of 12 Commonwealth of Massachusetts City/Town of Barnstable .up Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams Use this sheet for field diagrams: -rv3 o O-fi�y c CALANN lJ� 1� DVS 212166sf.doc•rev.10107 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 12 of 12 I Commonwealth of Massachusetts _ ■ s 1100183185 Decal Number Asbestos Notification Form ANF-001 important:When fisting out A. Asbestos Abatement Description forms an the computer,use 1. a. Is this facility fee exempt-city,town,district, municipal housing authority: owner-occupied only the tab key residence of four units or less?[E Yes ❑No to move your cursor-do not b.Provide blanket decal number if applicable:use the return Blanket Decal Number - key. 2. Facility Location: ;GRIFFIN PROPERTY ^— i ';.1524 MAIN STREET I a.Name of FacaliN b.Street Address . - 1 + IMA i02635 ;61 3847 8667 1 y c.CitylTovm d.State e.Zip Code f.Telephone Number INSTRUCTIONS 3. Worksite Location: 11524 MAIN STREET 1.All sections of this form must be a.Bu Iding Name/Building Location b.Building# c.Wing d.Floor e.Room completed in order to comply wa, 4. Is the facility occupied? 1JI Yes ❑'No DE notificat on regjirements of 310 CFAR 7.15 5. Asbestos Contractor: the Division of Occupational �jNEALCASS INC i,200 ADAMS ST of _ Safety(DOS) a.Name b.Address notification rRAINTREE —� W2184_ ' requirements of 453 7817941432 CMR 6-12 c.City/Town d.Zip Cade_ e.Telephone Number AC000810 g,Contract Type: l'Written L Verbal f.DOS License Number Z h.Faality Contact Person i,Contact Person's Title 6. sNEAL A CASS AS072613 a.Name of On-Site Supervisor/Foreman b.Supervisor/Foreman DOS Certification Number !GERALD LEBLANC _ AM031931 7. a,Name of Protect Monitor b.Project Monitor DOS Certification Number ENVIROTEST 000128 8. a.Name of Asbestos Ara ' ai Lab b.Asbestos Analytiat Lab COS Certification Number __ 1 8/2 612 0 1 3 �812712013 =o g' a.Project Start Date LrnM d1yayJ It.End Date(mmlddtayy) o 17-4 17-4 I N c.Work hours Mon-Fri. d.Work hours Sat-Sun. c 10. a.What type of project is this? -----� ❑Demolition Zll Renovation —"'—r L Repair [r Other,please specify: b.Describe 11. a.Check abatement procedures: Glove bag 1 ; Encapsulation oj Enclosure ❑Disposal only tL ❑Cleanup ❑Other,specify: 1 Full containment b.Describe z Q 12. Is the job being conducted: i✓; Indoors? 17 Outdoors? anf001ap.doc•10102 Asbestos Notification Form•Page 1 of 3 Z'd Z£bLVU68L6 'oulSseOle8N d8E:ZI,E6605nV 3 Commonwealth of Massachusetts ■ 100183185 s� Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont-) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed,or encapsulated: 406 �i '0 1 a.Total pipes or duets(linear ft} b.Totalother su aces square ii c.Boi6er,breacning,duc;tank i ! d.Insulating cement surfaoe coatings Lin.ft. Sq.ft. Lin.ft. 5q. e.Corrugated or layered paper 41 DO _ f.Trowel/Sprayer coatings ' pipe insulation Lin.ft. Sq.ft. Lin.ft. Sq.ft. g.Spray-on fireproofing i I - ! h.Transite board,wall board --- -- r i Lin.ft. Sq.ft. Lin.ft. Sq.ft. i.cloths,vnven fabrics ? j.Other,please specify: 1 I—--- Lin. Sq ft. Lin.ft. Sq.ft. k.Thermal,said core pipe Insulaton Lin.ft. Sq.ft. I.Specify 14. Describe the decontamination system(s)to be used: ::GLOVE BAG 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2)(g):% _ ;ALL ACM WET HANDLED,BAGGED,LABELED,AND DISPOSED OF AT AN EPA LANDFILL 16. For Emergency Asbestos Operations, the DEP and DOS officials who evaluated the emergency: l i a_N_ame of DEP Official b.Title _ c.Date(mm(ddlyyyy)of Authorization d.DEP Waiver# �.�• I r e.Nane of DOS Official If.DOS(3fftiaal T—de L g.Date(mmlddlyyyy)of Authorization In.DOS WaiverrrF N 0 17. Do prevailing wage rates as per M.G.L.c. 149,§26,27 or 27A—F apply to this project?L Yes E✓I No B. Facility Description N �o 1. Current or prior use of facaity: CURRENT �o 2. Is the facility owner occupied residential with 4 units or less? d Yes "No W ILLIAM F GRIFFIN JR 3' a.Facility Owner Name b.Address F �J � o Q City!Town d.Zip__ode-_ e.Tele hhp one Number(area rode and extensio.i) 4. (a.Name of Facility Owner's On-Site Manager b.On-Site Manager Add ess �..�Q c.CitylToan d.Zip Code e.Telephone Number(area code and extension) anf001ap.doc•10102 Asbestos Notification Form-Page 2 of 3 £'d Z£b6 b6L [9L 6 'oul SS130Ie9N dq£:Zl,£�60 6nV LNI Commonwealth of Massachusetts �100183185 Asbestos Notification Form ANF-001 Cecal Number B. Facility Description (cont.) a.Name of General Co draclor b.Address i c.City.?own d.Zip Code e.Telephone Number(wea code and extension) + i I f.Contractor's Worker's Comp.Insurer 9 PofR Number h.Exp.Date(mmlddl r�pyy� 6. What is the size of this facility? I 1 a.Square Feet b.Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): Note:Transfer a.Name of Transporter b.Address Stations must comply with t.ne c.Cityrrown d.Zip Code e_Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removal/temporary site to final disposal site: Regulations 310 CMR 19.000 ;SERVICE TRANSPORT GROUP i a.Name of Transporter J.Address i c.�—mown d.Zip Code a Telephone Number a.Refuse Transfer Station and Owner b.Address c.Cityrrown _ d.Zip Code e.Telephone Number — 4. MINERVA ENTERPRISES INC j a.Final Disoosal Site Location Name b.Final Disposal Site Location Owners Name _ i9O00 MINERV_A ROAD _� WAYNESBURG —_ c.Final Disposal She Address _—� d.City/Town _ 1OH i !44688 e.Slate f.Zip Code g.Telephone Number �O �o D. Certification j •` �HAYLEY GARDINFJi The undersigned hereby states,under the N_EAL CASS ; , penalties of perjury,thac helshe has read the a.Name b.Authorized Signature �o Commonwealth cf Massachusetts regulations PRESIDENT 18/912013 for the Removal,Containment or c.Posibontl`dle d.Date(mmJddMrvy} Encapsulation of Asbestos,453 CMR 6.00 and 7817941432 I 310 CMR 7.15,and that tie infarmation contained in this notification is:rue and correct e.TelephoneN-u—mber f.Representing � c) to the nest of hisrher knowledge and betiet. 1200 A( DAMS STREET ' I o rq,Address LL iBRAINTREE i 102184 h.CitylTawn L Zip Code r"_Z Q anfll0lap.doc•10102 Asbestos Notification Form•Page 3 of 3 b'd Z£t71,VU L8L L •oul SSe0IeeN dg£:ZL£L 60 6nV e 9 d N EAECASS I N C 200 Adams St ' Braintree Ma 02184 . '� 781-794-1432 Attention: Barnstable Board of Health From: NEAL CASS Fax: (508)790-6304 Date: August',2013 Phone: { } Phone: (781)794-1432 EXT: Comment: Your copy of Notification to the MA DEP for Fax:(781)794-1434 asbestos removal being done in your town. #of Pages, (includingcover): �3 Please see copy of the notification for asbestos removal being done on August 26,2013 The address of the asbestos abatement is:1524 Main Street,Cotuit. Please call our firm with any questions. Thank you. l'd Z£l�6 ti61 68L l •oul ssBO IeeN d69:Z0 F, �Z 6ny Massachusetts Department of Environmental Protection j10o183165 Bureau of Waste Prevention—Air Quality Decal Number Project Revision Notification -- For Asbestos Notification ANF-001 and AQ 06 Important When filling out A. Facility Location corm sonthe (GRIFFIN PROPERTY computer,use .� only the tab key '.Name of Facility to move your 1524 MAIN STREET wrsor-co not 2.Street Address T use the return key. STABLE j 3MA i 3.City 4.State 5.Zip Code 4--A 16174388667 I 6.Telephone Number v1 iNSTRUCTIONS B- Project Cancelled 1. This form is only avaleble for !Check here if this project is/was cancelled. online filing of zroject date .revisions. Enter 2. al number. C. Project Dates decal number, 3. Validatethat :he project 1812612013 — 18127/2013 _ local on is correct 1.Qricinal Start Date(mmlddlyvyvl _ 2.OdQin__ Date�{mmldd�tpy) or the entered 6i2�2p1g l812912013 decal. 3.Latest Revised Start Jake(mrfVddtyyyy) 4.Latest Revised End Date(mmlddlyyyy) 4. Enteryournew project dates. 5. Carlify your notification. D. Revised Project Dates Submitdate changes. i f i 1.Revised Start Dale ymmldd/yyyy) 2.Revised End Date Dale(mff dd'nW) E. Other Project Revisions =FULL CONTAINMENT WILL BE USED i fffi I I F. Revision History iEDEP:0811312013 10:03:15 AM i i f , I I i . anf06pdnnAoc-rev.V5*4 Z'd 7,£1V6V6L 68L l .Oulsse0I89N d69:Z0E6 6ZEnd LlMassachusetts Department of Environmental Protection 85 Bureau of Waste Prevention —Air Quality Decal Nurn6er Project Revision Notification For Asbestos Notification ANF-001 and AQ 06 G. Certification The undersigned hereby states,underthe penalties of perjury,that he.+she has read the Corrmonwealth of Massachusetts regulations for the Removal,Containment or Encapsulation of Asbestos,453 CMR 6.00 and 310 CMR 7.15,and that the infonmatior contained in this not cation is true and correct to the best of hister knowledge and belief. !NEAL CASS �� 1HAYLEY GARDINER 1. Name Authorized Signature IP` RESIDENT I8/21 21 0 3 2. PosltionMtle 3 Date(mmldd/vvv_a) 17817941432 4. Representing 5. Telephone _200 ADAMS STREET 6. Address _ IBRAINTREE 102184 j 7. Cityrrawn 8. Zip Code anf063dm.doc•rev.2/5104 £'d Z£bI,t6L l8L I, ,oul sseO I89N d6g:ZO£l LZ 6ny 10/9/2019 Assessing As-Built Cards �,T�OWN OF BARNSTABLE LOCATION r� y /✓f�i iA/ S� SEWAGE t � F3 Q VILLAGE I/ i ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. �- SEPTIC TANK CAPACITY v< U LEACHING FACILITY: NO.OF BEDROOMS_ (J BUILDER OR OWNER / L/✓r"S5 PERMITDATE: � r COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Wee 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 of AND-- /i V) h U 110, 1, https://townofbarnstable.us/Departments/Assessing/Property_Values/HMdisplay.asp?mappar=017014&seq=1 1/2 i No �.. . 01 `t F�$....3o e oe THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Diripwial Warlw Tnntrnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (t,�'an Individual Sewage Disposal System at: • 5a-y... `... �......5 lodocation-: dress t or Lot No. ......�!`�� th . e = w e s Owner ddress w lNot t fie r. -e '- S D S �-e 'YR8 a`t Installer Address UType of Building. Size Lot............................Sq. feet Dwelling—No. of Bedrooms---------------------------------------_---Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons.-.---------.---.-------.--. Showers ( ) — Cafeteria ( ) a Other fixtures ................................ W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacitv------------gallons Length---------------- Width_-------------- Diameter................ Depth....-----...--.. x Disposal Trench—No. .................... Width---------........... Total Length...---......----.... Total leaching area....................sq. ft. Seepage Pit No...-----.---_------ Diameter-------------------- Depth below inlet...----............. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 14 Percolation Test Results Performed by.......................................................................... Date........................................ ,..1 a Test Pit No. 1----------------minutes per inch Depth of Test Pit.--------------.-.._ Depth to ground water..------.--............. Test Pit No. 2----------------minutes per inch Depth of Test Pit...------.---------- Depth to ground water.....--......--.....--.. R+ ----------------------------------------------------------------------------•---•-•-•--......------......-----------------•------------.............._....... ODescription of Soil........................................................................................................................................................................ x U ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------••-••.......--•----••-•••---- w M. - ----------- -------------------------------------------------------------------------------------------------------------------------------------•--•-:_-•-----•••--------•--••-•- -- ---•-••--•------- U Nature of Repairs or Alterations—Answer when applicable-------L4. -- ra-a..Q....../ t"t-�-.e----.--.�.................. --------•-------------------------------------------------------------------------------•---•--•--•-------------------------------•-------------------------------------------•---.._...._...--•-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. wak�-Signed ... ���------------------------------------------ ..,� -..�...q,(�Dare Y 57 Application.Approved B Da ce Application Disapproved for the following reasons: ...... .... ................... ............................ --. . .. ........................... ....._.. ............................... ............ .. ..... . ......__............... . .................................. ------------------------------------ e� �I ace Permit No. .......1,5------.....��------------------- Issued ...............,�..--..��./...�.... ---------- Dace •- f.- tl��a_=.��'na ,.�""~•��'._- Nam. h THE COMMONWEALTH OF,MASSACHUSETTS hry'�I. BOARD OF HEALTH e - TOWN OF BARNSTABLE Appliration for Di-s} asal Workii Tnntrnr#iun rrrmit, .� Ap v) plication is hereby made for a Permit to Construct ( ) or Repair ( ' an Individual Sewage Disposal System at: d �= ........... 15a Li H a !St--------------------------------------- -------•--•- t ocation-: ddress l t or Lot No:- l�`/ 1c-� le . l4UeSS0 ......................_.----------------------------------------------------------•••--�----- •--•••---•--....•--•------••••-••--•••••-••••••--•--•••---••-••-••--•......,.--------------------•--- O ro ncr , ' eddress Y R O �4 C) a w� rte� Lew ; OSfPi -----------•----------------•-•-----•-••-••---- ---•--•--••5•-•-•••--•-••-•-•-�---•-•...... ........................................................................................... Installer Address Q Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms----_-'---------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria a'' Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width.-.---.-.-.----. Diameter................ Depth................ x Disposal-Trench—No- -------------------- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter..............------ Depth below inlet.................... Total leaching area..................sq. ft. Z, Other Distribution box ( ) Dosing tank ( ) '—'` Percolation Test Results Performed by Date....................................... Test Pit No. I----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water-.----.-----------_----. �%, = Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water._---.-_-_--__----__--. ..................................................•-•----...........-----•--•--------.....---......................................................... 0 Description of Soil........................................................................................................................................................................ x W -------------------------------------------------------------------------------------------------------------------------------------------------------: ------------------------------...----------- U Nature of Repairs or Alterations—Answer when applicable.._.._..tA..��._.al a.01._e--.--_-/_ ..t.�.P....... .................... ..•--•-•-•-----------------------••---•••-•••--•••-----•--••-----•-----------------•-••-•-••-•-•---•••-••-•----------------------------------•.....••-•---------•--------•--•••-•--••.................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed � .�4- .................................. ---- ��. :`�.. j" µi r Date Application.Approved By ......... . ..... .. ...................._......................---- Dare Application Disapproved for the following reasons: .......................... . ................ .. ....._.............. ............. .. ------------------------------------ -------------------------------------------------------- -------------------------------------------f.... ......................................... ........................................ �' ^ Date Permit No. 1..--`......-...... .= _... Issued ..............,�? -- • -': c:...�~........... Dare —w.----. _—c-=----- --7------————————————---------------...».-------------s...----. --z-a---- THE COMMONWEALTH OF MASSACHUSETTS I BOARD OF HEALTH TOWN OF BARNSTABLE (IT r#ifira e of CTnmpliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( (1) by ..........1� ...►..t�./.-------L f.('s 'n .5.... ------------------- ---- ----------------------- ---- -------------------- ---------------------- nualle, at .........../..5-a..`f-----.... ------.s ...... . ` t' t----------................................................................--------------------_---------------- has been installed in accordance with the provisions of TITLE 5,of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......,`�... .�,5-- - ----------_.. dated .... ....-. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ..._-------..�... --.-.....q_ ....:L.. - ...._...... ----------- Inspector ------- --- ------- - ..:................................................._ ------- -- ---------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE FEE..3 U.:...`..... �� �i��n�n1 nrk� �Iln��r�r#inri �rrmit Permission is hereby granted------... ----------------•-••. ----•--------•-----•-•-----------••--•-•....••....... to Construct I ) or Repair (t-- an Individual Sewage Disposal System atNo......�.. a ` ` l_�a ^ 5 7 -� `s.= t ----- ---------------------------------------------------------------------•--............. Street fy�. � y as shown on the application for Disposal Works Construction Permit No.,l_,_'-..�-.-3n Dated....... __- -�,•:- .,5...... Board of Health DATE...................� FORM 36508 HOODS&WARREN.INC..PUBLISHERS TOWN OF BARNSTABLE ?LOCATION sa / SEWAGE # 'VILLAGE ASSESSOR'S .MAP 6z LOT S' ."INSTALLER'S NAME & PHONE NO, t5w. :SEPTIC TANK CAPACITY { LEACHING FACILITY:(type) v OF BEDROOMS PRIVATE WEL OR PUBLIC WATER BLtILDER.:OR OWNER ::DATE PERMIT ISSUED: 119-A9 :::DATE COMPLIANCE ISSU D: ,VARIANCE GRANTED: Yes No A oll I s f r ' A r .,� ,.,3• I•.�• • _.,i• ' ,n Floor Ar<blettewal�. M C C O ?R T , r r' RESIDENCE fUi Uti AAA 1 —SSA---T. F s•}' 4 i F .•.Ti• ±i 4 I'll- 4— v ra u xx r 1 — — n..w..... I I �` , i i I y WORKNOTFS' D I J t I � i 6--------------- I I I to up TO , I �� ____ � *-• a.,rm.,,unx h..�,•a '� � � � �i .a-. y i9.t9 O ,•v;• I �s I z\s�. IY � ,.,,.,..,..w..,.,a.., .. x...y.>a... w - - tM I - - LivinitArta � Rnt m« � _I I:_ -- •--• ..._.-......- I �. • � i . i I i I ; ; � _ J . II i I i i i II Fi I F c •� F i i iii I �nu j 7c. ' --- No ______________________ �____—_____� ________ ____ _ __ _ __________ r 1 t 1. � I a� J SOF 721 SF _ _ I,s• T 4 F 4 In-s} F 4 L410 SF Foundation Plan a� 1YN1m"m s Q z First Floor Plan �• '�C Sao ve•.i•a � r•� s.�,,.,,...r.xx,rx w.,..rz.,x.,. r ,V� '7 SHOYE REND WHAK'I'ON r� y I� PV�jALK, ^,' .� <.. i�jr F77s::r ' �'� CT. �/ia EN it :•mot• ,.,j .•.��,. F .•.I�• >•::I• d,,�,;, �J �'.I E Zola.07 GUEST CWFTAGE I -pxm M.n,....x..m,. LOW FR LEVEL PLAN, IA FIRST FLOOR PLAN& 4 _ 1 ROOF PLAN 1-4 �I r 31 Roof Plan zoo v°•-r.a• ... MCCOURT . 8 RESIDENCE COTUtT N ASSACHUSATTS A 1231 WORKNOTES -. l ca cal _ •a I I ---- ----- 'I �- a • as I I I 11 I r � r----- -----� .......- I I I I I I I I I ' I 1 ' w 9B _-_ - wand sae,.. ..... ._•••. I I ' I I t i I I I I s I I � z I I I I L'----- — J IF-- ---- r o fma �� -I =_ I I I I �,, I ELECrRICAL _' I I I I I '�' I I I L — — — — - - LEGEND •" e "^ li !l ----- n- I I v ,•.z - T l z{ ® o<,Gn.., B w tm..F. ' ---11 -------J L------ IL----- - 0 ITT r---�- _�� r-- --saw'- -- --� f= _� am g.,a I 1B = I - r ' L J x ; -n,SA \` -„i. aa.]• rap .n�. n•ar}• 4 s 4 4 F = o } } E �. �.��REt�AR,��ti�T 79 79 r 0.'14 e� SF SF ��\\ 396 SF J No.31800 ��o SO H iJriR ALK, s �1 Lower Level Plan 4 CT' cam' goo ila••ra ��Upper Level Plan @ n��=.•• ».��M...`T� ` SHOPE RENO WHARTON Ty�h V 'ZVI'S-071 n"T Ir H—bib m be b , l�ndsnpe Aechiu i mmgrated ineo lavdsmplvg. 1 77-"i• j1• �'y nvnnewnm orvort¢ovunam.nvmim BEACH CABANA B o bF aA .. 3a1J.m.le-hoed fa< ., - OHWaodY O � 10E fee,aS00 O § .• mum.ie-te,u�d0 CameuNOF off . /`_\ nx foliel l PEoll.a.l4- w"a 5¢ em .erl ene m .t,u . arx LOWER LEVEL PLAN, - I - UPPER LEVEL PLAN,ROOF PLAIN &UPPER LEVEL ELECTRICAL PLAN d Roof Plan zoo v.•.ro d U er Level Plan-Electrical Power Layout 200 Ua I u CONTRACTOR SHALL PLANT CULMS OF AMMOPHILA 10' BREVILIGULATA (AMERICAN BEACH GRASS) AND I ! HUDSONIA TOMENTOSA (BEACH HEATHER) IN EXISTING Gf ADE 3' BOARDWALK STAGGERED ROWS ONE FOOT ON CENTER AT A I 5.1± DENSITY OF THREE CULMS PER HOLE l w 2 i 2 5.1± • '•r '1• ,l•'.^,..r •: -w.v11/41- � � --- - . .- . .f F. 'i �•I''•,' .Y.'y'.4::'.'r 1. -��•.. / ^.1.•. Y•.•w,i.. •',:� 1.. . i'. ' I I I ,' :x�..• • ,•f.•. '/� DUNE ., c.. ; • ; r.�:z • .:: ,.; PlQPOS�D Q<�NE ;t ... G N r O� \ 15 NG G D r r\ r \ r\ r r\ \ r\ r\ r\ r\ r\ r\ r\ r r� r\ r\ r\ r\ r\ r\ �\ r,�, , . 1 , . , ,R , , r\ r\ r\ r\ r\ r\ r\ \ r, \ r\ r, \� , /�,/� � 8 WATER MAIN g I _ f� f\ f\ _ `\.. \�' \ ` (AS MARKED) PROPOSED p' 20' 40' 60' 80, 100' 120' 140' \ 1 RRI GA T70N N 0. CONCRETE BOUND WITH PROPosEO ssEPnc WELL DRILL HOLE FOUND ~; BOARDWALK 1 _ f Smrm. RfOYP DETAILS `- 4„On 10 oa \ N RUSHY Y \ i APPROXIMATE LOCATION LOCUS 2 3 2 �/< �F EXISTING SEPTIC SYSTEM POND I`-7r SCALE G 2--8 8 2" WATER SERVICE (APPROXIMATE LOCATION) r, r, r, r, r, r, r, r, VERTICAL: 1" 4' 12'PINE E t \ HORIZONTAL: 1" _ 10' '07DF s�RWar To AF SrEEVED s � \ PROPOSED EVERGREEN TREES (TYPP) REFER TO x CAN pQ RELOCAIM /N ACE' WANCE oX LANDSCAPE PLAN FOR VISUAL SCREENING PLANTS *7N 77RE 5 N1JN/N 10'Ar ®� �. 1z'UAK z„ I , I; �� EXISTING WHITE PINES AND HOLLY a E BOARDWALK DETAIL BENCHMARK PROPOSED SURFACE S , ' 14"PIN x 1s" \ 0 PROPOSED GAS METER SCALE: 1 =5 �� � � , � , 1,r„PINE ,,, 4„ AK � \ TOP OF CONCRETE DRAINAGE AREA _ �, BOUND ELEV.= 3.60 ,G � 'oA \ PROPOSED GENERA TOR PAD 14 H°_ Y •' ► } EXISTING OVERHEAD WIRES TO BE REMOVED v r DOUBLE ! ► „ 6' DA l I ' .I \ AND REPLACED WITH UNDERGROUND SERVICE. 8"PINS ��` _ \ �wE� � i � � CONCRETE - LAC Q TR LE r "PIN i " A , MAP BOUND FOUND -_ -_ - - `- CPUB "` 12"�'A - - C' '� PROPOSED A/C UNITS (3x3 W/3 BUFFER) LOCUS M A I-' ' OSE 20"CEO 6 E 8' JG - _ „ 1Q° _- G - - BUSH c �� i �,-' �' \__�h _ UE`�`"` ° EXISTING POLE 1065/A TO BE REMOVED - - ww,, SEE 2-s°c R ,.� G NOT TO SCALE _ M A,1, 12"CEDAR 5" INE 1 \ 1 z°PINE . PROPOSED ORYWELL - 1 i r 2-8' K --G-__ \�+ t PIN wE 2 FT. D/AMETEK WITH PREVIOUSLY APPROVED PROPOSED SURFACE cEoa i�^i ,K'J,' 6 14„ ,9 3 FT. OF STONE AROUND _QED DRA/NAGS AREA7 14"P" ,4°PINE i2"CEDAR (n ', NE, , PINE (TYPICAL OF 3) NORTHWEST �AITIGATION PLANTING AREA (1.SSOf S.F. PROPOSED SMNE P/ER•� a RO 8„HOLLY 8" o�LLY 14"PINE °CEDAR 1 i� y " y ` UCE M K SEE LANDSCAPE PLAN EXISTING COTTAGE TO BE DEMOLISHED COMMON NAME SCIENTIFIC NAME PLANTING SIZE & SPACING OST AN s 8'PINE \ INK 1 cED O 1 , BUN ����, PI EXISTING ARBORVITAE'S 14'CRABAPPLE DOUB �' 14'PINE PROPOSED S�IC7ULDER 14'PI E EXIST G ' 1 N N 12 PI DRAIN SWALE (SEE DETA/L) PINE 3 HIOLLY LA \ ED 1 / 9y ,►� /� Q !�� ` " x° STONE BOUND WITH RED MAPLE ACER RUBRUM 20 O.C. - 2"-3" CAL. 6"p ANDROMEDA/JAPANESE I I Ogg F $ I i DRILL HOLE FOUND TULIP POPLAR URIODENDRON TUUPIFERA 35-40 O.C. - 2"-3" CAL. 12'PINE ° (TYP.`OF 3) ^ I I • I \ I ' , 1 1 1 WATER '� 1� Q`' 3'. OQ C�� ♦ 16 A1C x 1 N N 8 HOLLY DOUBLE / i WHITE SPRUCE PICEA GLAUCA 20-25 O.C. - 5-6 T 5 i BVN� 10"P E / SPIGO 12"PINE "HOLLY_,- 6„HOLLY 8'' ILLY 1 - 4 Q� Q` Q _ �, BENCHMARKS. 1 . _ 1 / W- GUY / \ \ r �, O' ��. i .,PI �� mo WHITE PINE PINUS STROBUS 20-25 O.C. 4'-8 L 12"P O �C��2 \ \o. EXISTING REP 14" ►12! 1N .t %G �, G� IR FIR �� TOP OF CONCRETE NORTHERN RED OAK QUERCUS RUBRA " LAWN 6°PINE PINE , \ ., ��i111 O O� BOUND ELEV.- 19.66 25' O.C. 2%"-3" CAL. 16 PINE \� S 1 STONE PIERS a G RE „Hoy \ i i ?\?��n +% G Q'�\ /8'L \ x (J NAIL SET ON STAKE FORMER LocA noN 16 PINE .� e NE 1 ��\w / g WITCH HAZEL HAMAMQJS V►RpNIANA 5 O.C. - 2'-4' SIZE TRIPIL N . , !' O 39, ELEV.=18.70 1 1 1 "OAK 12'PINE GOT ( 10"PI E 14"HOLLY , /, 8"H LILY j ° �; \ ;' �,�',� FIR F 6"PINE 1 1 1 1 1 14'HOLLY t " IN \ , » AMERICAN HOLLY ILEX OPACA 12-15 O.C. - 4-5 SIZE ' PROIpOS�D SHtxJLO£R � EXISTING TREE TO BE , DRAIN SWALE (SEE DETA/L) ♦ �' EXls�cl / \ FRAGRANT SUMAC RHUS AROMA71CA 4 O.C. - 2 GAL SIZE Bvw-2 QL PROPOSED " IryE i 1 1� D0; A i : �, FIR REMOVED TRANSPLANTED f \ DOUBLE P I / Q L ; 16 REFER TO LANDSCAPING MAPLE-LEAFED ARROWWOOD VIBURNUM ACERIFODUM 5'-6' O.C. - 2'-3' SIZE WA TER FEA TURE PROPOSED EXISTING - PRAAOSED 10" PLAN BY OTHERS TYP ' UM/T OF W(7RK s"PINE G� F ` P �, ( ) ARROWWOOD VIBURNUM DEN 6 O.C. - 2 GAL SIZE 6"P E '�' \ \ 12"HOLY PROPOSED LEACHING BENCH (TYP.) LAWN 16'PI 8'PINE 1 / C�` �jQ DRY HELL /SIL T FENCE t ♦♦ TRENCH SEE DETA/L G'� 1 1 ! 0 po - CP BA&WkNT 12"0 } AMERICAN CRANBERRYBUSH VIBURNUM TRiLOBUM 6' O.C. - 2 GAL. SIZE- ( \ 0Q O ;' \ N„ aw AF OURK/SIL T FENCE EXISTING 10"P NE I i ; Q� �,� \ 14'OAK 14„ ♦ ,(� 1� ^ O \LAWN TRIPLE 1 , # SO' �✓ PREVIOUSLY APPROVED DUNE AREAS [9,030f SOSFT.) ♦ \ LANDSCAPE EXISTIN CHOLLY 14"PIE 1 'PIN ICU 1 /� r +�11 � \ \ DOUBLE LAWN 1 C 1 '°/ S 1 • ' '�av o PROPOSED DUNE AREAS PHASE it (13 700E SOFT a \ \ a \ LANDSCAPE D BL 1 1 ti� �, \� �� \ \ 8"HOLLY A \ t$"PI EXITING 1 "PI I I - f-- / IMJh�.T"PI C l�°f 50 Lf. �' 1 O o �� 8 \ SPI \ �' �� � -----, s'_..- �:' :� _ /�� \ .�d COMMON NAME SCIENTIFIC NAME PLANTING SIZE & SPACING BVW-3 \ \ ♦ ;i \ ° BLUEBERRY DO BLE " t 'HOLLY ►� 1 0P C AMERICAN BEACH GRASS AMMOPHILA BREVIUGULATA CULMS 12 O.C. INE IC / / �F 4" K CRETE BOUND WITH,,., / 1 `y ♦ �� �0 4'oAK `r .. BEACH HEATHER HUDSONIA TOMENTOSA 1 -2 O.C. - 1 GAL SIZE ILI1, p I c, �'�`sT,IC d p• / t2"PINE �� k PROPOSED DRIVEWAY DR HELL ti� SILL HOLE FOUND, \ �;' P OSED O �,, \ ♦ ' 12"KOOSA 0 %?r 1 ROPOED BURL O� \ jD \, 0'CF qR '1. fGYP Pat 4 & P � • '♦ \ DOGWOOD 'BLI7E PROPOSED 1 UTILITIES, UNDERGROUN = .. 1 DRAM 2 r.f PROPOSED NEW IMPERVIOUS AREAS SHOWN = 1,000 SQ.FT. �y S1EPS I 1 DUCTBANK DESIGN JG .� r . ri ' �. c: �► ��' ,FJ' �, 1 BY OTHERS / O STONE ALL AROIUN \ - 12"FINE EXISTING EE T UEBER� ,�P I 1 �A Y POTENTIAL INCREASE IN IMPERVIOUS AREAS - 800 SQ.FT. , L I ♦ �, ? BE REMOVED 12"c AR c i O �, . . • TOTAL = 1,800 SQ.FT. 1 \ 1 / j irTl i1 t6° 'EXISTING / Q. l 1 CAL) . . . . Y. J 8"NOEL EXIS G .1 2 " o CONCRETE BLOCK �' \ z DouBLE ' BL RRY EXISTING Z / REQUIRED MINIMUM MITIGATION PLANTINGS 3x = 5,400 SQ.FT. i 1 QUINTUPLE & BLUEB �Y _ SPI 0 i 1 ► NE o RETNNING WALL Q � � � • � I�t1't•�• � ,'� ; � ► =_ � LAWN - ', '• � REMOVED 1 4„HOLLY 1 a 1!; 11?^f L.F. PRAAOD / / 1 O 1 Dow 1 . , . ► •. . .. . - _ .,_, k i „ . ATllRE• "PRON D / >' tX"PVC S£NER� , �• Al LE i \ 20 PINE LANDSCAPE FE ` '\ PATIO I / FOR"A/N ali, / 10 INE EXISTING NO STRUCTURES p 0 C AR 1 h 6.6 MATCH EX/STING GRADE ALLOHED AN SA.S ' \ b, \ PROPOSED SHOULDER • '" ,� 1 1� 'P GRASS DRAINAGE SWALE EXISTING SURFACE evw-4 . � ; , 1 � �IG�OT o$°w000�l P� 00 �i / � , . t a.'oaK �: • �.'�.P 2 op,6. ��� I M LOAM AND SEED G PROPO 1s° DA /' o �, 3" 6 LOAM do SEED - - ! 1 1 8"HOLLY a PA ATIQ ► 1 ��P I (7)P L) rr fAISnNc cEss�a ro eE ^� DBL 5" c 16.2 OVER DENSE GRADE - 1 PUMPED DRY &LED Vhf aFAN • ' '0�' �. 2.•1 MAX. T ` 9 1 1 , - - - - 1e 0 .iADDITION D 1 „ SAND AND ABANDGWED /N/ / 4 �o�,F l ' 6.2 �- co \ PINE ,` O0� ACCWDANCE WNJ10 CM/R 15•,�54 p DRIVEWAY T OPE / r \,� 10 CE 1 I \ 12" APPROXIMATE LOCATION 1 1ti 10 OAK C DAR OF EXISTING SEPTIC SYSTEM �� 1. / ..:.__ _ 6.8 8 CEDAR 1� 14"PINE \ Hoy S EXIS11N . �}. i EXTEND DR/VEWA Y DENSE 12"CEDAR L- - - - - - - A O 1 „ a „ 9 'A .. GRADE UNDER AREA 18 0 K 6 HOLLY 10 CEDAR „ O F GSTONF�WALK \ , 1 8 CEDAR % r WOODEN 'A. �` \ 0 BE R OVED 6 $ ` FOR GRASS SWALE i'fl t 0 A PROPD.S><D RETAIN/NC O '1' 6 CE(1f1R 16 CEDAR I' I BULKHEAD '. ti ` EW , PROPOSED-WALL AND STAIRS I \ O \ (DiMOVED BY OTHERS) REMOVEDCABMA \ 1 ` , .� FlLEF�3- 7 � I BOARDWALK . , ... PROPOSEDSHOULDER 11 CEDAR r I / E STEPP s EXTENS/ON - 3' GRASS SWALE - CHOLLY 14" AR I / AWN /6. DRAIN SWALE (SEE DETAIL) \ cb \ kCEDAR `' r / PROPOED i z°PINE 0 ♦ �� / k <D1 Q •12' NE. 4 �'\ �,s• ,PARABOLIC SHOULDER GRASS SWALE DETAIL ` \\ �Pj O 6"HOLLY � l > �� 1 ADDI TION G� �\ �� " , `� r - /�, F\ O SCALE: 1 1 ANDROMEDA G� ( 'Et ` ��C, J \ r c' �OJ / ` �.SY T 000040 y , PROPOSED '\ ✓ 4.41 �� '`� �J O`�� / \\ $ 2 NE ��V�I `♦ > 12 ADDITION ` k 0� ( `% "0 ,Q I v 2J NOTICE t -' --- 1 1 1E''CEDAR %\ -1 , QQ ` '� Q,� �� ,o%y a 1 "F1NE 6 0/ O \, \ Unless and until such time as the original (red) stamp of the --- ___ . ► I ♦ ,�• ,,��� �j c� J• •yam s ` '� ' �' � \ responsible Professional Engineer, or Professional Land Surveyor • hi- / a�9 / \ 5.` appears on this plan: r ` \ � ---- -- � � � � * �® (A) no person or parsons, including any municipal or other /' '\• 6. / - public officials, may rely upon the Information contained herein; and 'rt<: / / ♦ Q. (B) this plan remains the property of Holmes & McGrath, Inc. s ADD IRRIGATION WELL, ROTATE GENERATOR PAD __ , ! 1 ° \ �� �.� TOUCH I j �p ��1• / / PROPOSED 5.1 12/17/13 LAC,RLR ..D - ` 50' 22"PINE . • • • �i / RECONSTRUCTED ♦ x A D OOL SPA POOL FENCE Y WELL AN EXISTING PORCH NO ON ' All, B1MI�9 � -`�--_ _ GENERA E 7.0 10 24 13 LAC RLR MBM w' Tb BE ENCLOSED 1 '` / / / / Ti N P N`(I VI NTRANCE ' \ PROPOSED WALL I / 3 WDE BOARDWALK REVISE GRADING DRIVEWAY RETAINING WALL s ' fi 4}+ / I ♦, y 9/16/13 ' ' RLR MBM EXISTING WALL �,, ;,, ��� \� / /,\/ / � � � � � N REMOVED �� I j j \ 4. i \ oOP�\�� � 3 I% .� 8 28 13 ADD NOTE TO ABANDON EXISTING CESSPOOL RLR MBM y Q PQ \! r NEW ROOF DOWNSZOUTS T9 Q� ` 7,0 y RE-CONNECTED TO EXI T1 (� 7/19/13 REVISE GRADING, DRIVEWAY, RETAINING WALL RLR MBM SUBSURFACE DRAINS 1 LAND SUBJECT TO y VISE GENERATORENCLOSUREC TRANSFORMER, ` � EXI • \, `. ��• ---}----'- / - / / `. r F STONE % • PORTION OF EXISTING 6• ♦ I COASTAL STORM FLOWAGE I y 5 20 13VEDATE PLANTING LIST, LAC MBM / ` /y y REVISE CABANA FOOTPRINT, ADD C LAYOUT, FEATURE. eORQER/N �� �\ � 'r ALK TO BE ,, ♦ � 5.4 � SEPTIC LAY UT WATEf2 SERVICES, �G fl, - REMOVED ?;k WALL TO E REMOVED G`'; ' / ♦ I / .v 5/15/13 PLANTING AREAS & RETAINING WALL ADD'ELECTRIC UTILITIE , LAC MBM _ ET 4 Y Q "PINE . • . • I / MOVE COTTAGE. ADD VISUAL SCREENING PLANTS. (,1yr quo wE�An/ `� , 20 I ,� y DATE DESCRIPTION Drawn hecked NOTES016 �`� ExISTINc 1 "rn -�16 \ �1' a�P� .1� I // P, .0 \ �� y PROPOW RETAINING WALL y y R E V I S I O N S 1. HOUSE NUMBER: 1524 �Z� �(DEsarm BY 15 6 y \` `� " 14 8„OAK C,9 . ` // O� Q`� \j �` w y , J 2. ASSESSORS NUMBER: 017 014 AZ H ' �' / y PLAN AZ�O `� \ -v� � " AK�...._, COASTAL ANK � �y ,�' ;' �� 16"P F� P � I / G 3. ZONING DISTRICT: RF A L01V f 20°OAK 4, Q� 1,5 I // `' , I �•/ y OF PROPOSED SEWAGE DISPOSAL SYSTEM 4. FLOOD HAZARD ZONES: C. A13(EL13) do V17(EL15j �RD C I AK ,2 a 6.6 1 / �p „�..� PREPARED FOR 5. BENCHMARK: SEE PLAN f q� 'j s LAWN ,� 5 9 I /� �� 3 �' o ROPosEu o�GP� 24"PINE cR \�' NEW RUSHY MARSH REALTY TRUST 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN ( evW-t2 • 1o'oAK to"oAK ON THE GROUND INSTRUMENT SURVEY. �13� 18 oAK STONE �P� FOR PARCEL 14 #1524 MAIN STREET 7. ELEVATIONS SHOWN ARE BASED ON THE �, \ , 1s°PI / \ 6.0 W W W W W W ' NATIONAL GEODETIC VERTICAL DATUM. �`. �� 0 �' �' '� �' �' �' �' � �' �' \ IN A ` 9 _� C -� \ 0�� PROPOSED DUNE RESTORAnON �' W COTUIT 13ARNSTA13LE MA 8. REFERENCE: LC. PLAN 18041-D �� HAZARD E�15 �/ W PHASE 11 = 13, 0; AZARD Z V1 \ E OF o-3 5.5 700 SF ` V�O �� c� EOM P REFER TO SHEET 2 FOR FULL W W W y •Y Y • 10"OAK re- ' s OFtaa F IRRIGATION WELL NOTES. a,,�1 e h P� EXIS17NO 7.o Ex]�'NT OF,QUNF, RE+STOR,e41JG'�1/ SCALE 1 -20 T5ATE: APR. 5 2013 ?� ; COASTAL DUNE INSTALLER SHALL COMPLY WITH APPLICABLE LOCAL~ STATE AND FEDERAL REGULATIONS. �A� �qNo of �q wN o� T s GRAPHIC SCALE h of m es and III rath, Inc. Y 397-7.A.(3) PRIOR TO INSTALLATION OF IRRIGATION WELL THE INSTALLER SHALL APPLY �� Qj J� o� ` � a � ` /� Q s� 1o°oAK .___,--- o\ x l.o civil engineers and Icn surveyors * FOR AND OBTAIN A WELL CONSTRUCTION PERMIT FROM THE BOARD OF HEALTH. �P P FD qp •!Y .Zc 20 11 0 11 60 ' g � ALL BE CLEARLY LABELED "NONPOTABLE WATER SUPPLY ^ �°��� \��� \�`� cf FGFTq �° °-� '�� 205 worcester court, suite A4 508 548-3564 (PHONE) 'y 397 7.A.(5) IRRIGATION WELL SHALL / �P ewr-ta s. n°N / - \ falmouth ma 02540 508 548-9672 FAuc :. NOT FOR HUMAN CONSUMPTION. / - 397-7.B.(3) A METAL TAG SHALL BE AFFIXED TO THE TOP OF THE WELL CASING TO \�� \�` _ ,~.�. �, - i ��h=mac►' i�. DRAWN: . LAC CHECKED: MBM �i•s , FACILITATE LOCATING WITH METAL DETECTORS. A � x • M MCOURT 212126SP.dw JOB NO: 212126 DWG. NO.: 74-3--21D SHEET 1 OF 4 I ALL OUTLET PIPES FROM THE Finish grade above and adjacent to system shall slope awoy at o min. of 2 _ak.---2" PVC ROOF VENT DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. 4" Blom. cost Iron or Schedule 40 PVG pips (tight Joints). (SEPARATE FROM /N1ER/OR PLUMBING) 20' m/n. d/stance (bu#d/ng to edge of leach/ng system) Removable access A'n� 2-Removable covers.within within t]��.L� First Floor " cover within 6" of 20 THE MODEL DH071F-93 E ONE s' ��� ��� •�• 20 First •Floor s of finished grads Proposed D-box with finished grade / 10' min. distance Access Holes in Tank to access manhole with i PUMP IS DESIGNED TO BE » » 17 L.F. 4" PVC s=0.02 15.5" be 24" in Diameter " 2 layer of to INSTALLED IN FLOOD PLAINS. CONTINUES TO COTTAGE ` 17.5f 6 of finished grade ACE washed stone or filter CONTROL PANEL MOUNTED �` OSED GR N URFA �,... 17t fabric IN MAIN RESIDENCE BASEMENT HATCH COVER TO FINISH GRADE 45' BEND 45' BEND w I-_-——r -BREAK UT ®—-—-�) (HATCH M BE WATERTIGHT & WATERPROOF) ) 1 L 18 L.F. 4" PVC " x ? I CH CLEAN f CABANA 20 " 15 s=0.02 4 PVC Pipe ,_. VAIRES s=0.01 min. Elev.-14.2t BACKFlLL IElev.=14.20 ELEV.=18.0 PLAN SECTION 12 F. 4" PVC .0 MIN. level I — MODEL DH071F-93 -- [3! u!d [e►bl (FLOOD UNIT) BY INSTALL POLYLOK FLOW EQUILIZERS Y CONNECTION „ p O O II ENVIRONMENT ONE CORP. ",r CONNECTION ALL OUTLET PIPES (ON TOP SIDE) N 6" layer of N O 0 Elev.=11.20 -- E-ONE LATERAL ON TOP )KIT 2,000 Gallon 16.5" E-ONE LATERAL KIT \ *Foundation 2,000 Galion Septic Tank crushed ►� 2.75' VENT PIPE INSTALL THRUST '1 Se tic Tank CONCRETE COVER a�•� TO HOUSE BLOCK. SEE DETAIL 4 - KNOCKOUTS •^ r• p INSTALL THRUST � compacted � '` � 1 10 '` p 5 - 5" OUTLET .., , '.w • s..:. 0 By Others � BLOCK. SEE DETAIL. II I s one i Of to 1 " h 1 FORCEMAIN FROM � � 4 4 it � double washed i� +I njg e • PROPOSED E/ONE t_ .:,7- t? stone all i. d; x1 .5t around e= PUMP BEACH PRESSULE TEST PROPOSED OUTLET ( INLET CABANA chamber 4" GRAVIT t� SEDER LINE TO 150 PS/ " YL�R OF CRUSHED COMPACTED STONE C C \ RIJSJ'lYA/lUP.SNP�ri/0 Bottom of test hole t�4 SERVICE LINE 17 L.F, ti 4"PVC n 1.75" 19.5" 6 LA MVQV 07ER El. 3.8t O 9" 11.25" tuv-4f ELEV.=7.00 SCH. 40 N S=0.02 Q •. VAR/ES Foundation 17 Septic Tank 12 500 Gallon Chamber O • D-Box p 112 L.F. 1,� DISCHARGE LINE ••; . .. ;. .. ,, Designation O h 1, " PVC FORCE MAIN SEPTIC — SLOPE CONnNUOUSL Y UP CROSS—SECTION By Others II ROSY rMiRSJ'1 PiriM7 O SCALE: 1/4" ,' � i 7D? Il p PROPOSED 134" PVC FORCEMAIN PROPOSED THRUST BLOCK AT �',,Ko �; 5 HOLE DISTRIBUTION BOX FROM PROPOSED E/ONE PUMP F�i- FORCE MAIN/SEWER CONNECTION SCALE: 1" = 1" 1 C.F. MIN. CEMENT CONCRETE FORCEMAiN PROFILE BEACH CABANA 310 CMR 15.221(6)(c) • 10.33 �I 1�1- NOT TO SCALE • • ' mil' COVER FOR POOL DRYKELL " 2" layer of " to •7 ' 4,83' .75' �" � TI III-1I1-1II"111LL l 4" LOAM do SEEo " 4 KNOCKOUT SHALL BE RAISED TO WITH/N Ye 6 OF F/N/SH GRADE. • �" double — 4" SCH 40 SEWER PIPE FINISHED GRADE washed stone I E ,)POSED or filter fabric. j GRADES c TRENCH EXCAVATION WALL i - 20 DIAMETER i 3 O / T FIk:TEfQ'E(:O FI (tYP� ORDINA Y..06RROI�I� '' • :� » 4" KNOCKOUT c O o THRUST BLOCK SHALL • a 5 4 KNOCKOUT — I p p p _ .__ �� -- t N INSPECTION 4 ft. of to - ALSO BE INSTALLED AT ' ° � � - ALSO washed 8 8 � \ %� .__ 11 _ COVER .•. . .:. •• y ALL BEDS AND SWEEPS. stone all around THRUST BLOCK DETAIL ORAgi PEE FRq�I RooF RllNOFf . chamber S 4" KNOCKOUT 500 GALLON CHAMBER NOT TO SCALE �� �2• � -- • -�.. � '. NON-SHRINK 3 4" To 1-1/2" MORTAR3/4" TO 1-1/2" e • ' .,•' :• ;. NOT TO SCALE �G' -t----------s--------- �, A EQ CRUSH 2' or 4' DEEP WASHED CRU H D Q 39.5 1 " / I STONE (SEE PLAN) STONE 8 - 6 �� PROPOSED YARD DRAIN I _ _ of ,. 2 or 6 DIA. " THICK SLOPE SURFACE r0 LANDSCAPE O - '%' wl (SEE PL or AN) 3' ALL WALLS ARE 3 REFER TOWARDS INLET � --' (SEE PLAN) ARCHITECT DRA WNGS p`'' \\� . �. 9 ___ _ 4" ! �. RIM = 6.74 (NGVD) oQ / �J ,I--- — — — ---- �Be� 8 2 WIDE x 18 DEEP x 20 LENGTH Q� �J��O — — .. UNDISTURBED BASE /N .. .,: . LEACHING TRENCH (TYP. OF 2) 20" DIAMETER I TYPI CAL DRYWELL :. ® 0 � • ®.... C3 C 0 INSPECTION COVERE NOT TO SCALE - - - - - i FLOW TD FlL TER FABRIC - Z INSTALL THRUST ® ® ® ® � ® C N TRENCH OVER TOP of SrONe �— N ®� e`OCK. SE£ DETAIL. GENERAL NOTES PROPOSED 4" 9 HOLE D-BOX® ® � ® 0 HDPE DRAIN I •2' ;\ 1) No change' to,tk*'is system shall be made unless approved PIPE (4) 500 GALLON CHAMBERS WJ'TH i 2,000 GALLON, , �r �Z in writing by holmes ,and mcgrath, Inc. 81 g" R 4' - 10" 6" PERFORATED HDPE DRAIN • 2.75 FT. OF STONE ALL AROUND 1 TWO COMPARTINENT , '` 2) Subject to inspection during construction by the Board of 20 L.F., LEVEL I SEPTIC TANK ��� __._,_.�?i Health and holmmes and mcgrath, Inc. . INVERT = 4.50 (NGVD) � TYPICAL 500 GALLON LEACHING CHAMBER® 4x6 REDUCER + // �c r! __ 3) Heavyconstruction equipment shall not travel over disposal 3 4" TO 1 " SIZE -- - -- { `_ system during or after construction. P' SCALE: 1/2" 1' DOUBLE ASHED _.•_,� �Q � ys 9 TRENCH BOTTOM = 4.00 (NGVD) _c',.__._.._.fi 4) Disposal system to be constructed in accordance with Title 5 CRUSHED STONE �' _- �` of the State Environmental Code. 12'_O" PROPOSED ENVIRONMENTAL 5 A co of these plans must be kept on the site during the YARD DRAIN LEACHING TRENCH DETAIL p ` ONE LATERAL KIT __- _ .__ ) copy P P g ALCU LATI ON S time of construction. .. . ..:•., .! .y . •: �� .:�. �' Ms ..•;,•.;. NOT TO SCALE PROPOSED � ••` ' PROPOSED � l�. T. �,F. 6) A copy of these plans must be furnished to the contractor WEIGHT OF USPLACED WATER - WEIGHT OF STATION POOL_ � �_ t C� ,TAB .... t� constructing the disposal system. BUOYANT °EORCE = 2,295 ibs 7) Before backfilling, the contractor shall notify Agent to Diameter Access Holes POSITIVE FOFCE = 270 lbs (station weight) + 634 Ibs (ballast weight) --1 inspect the system as constructed. 3-20" , . 6'-s" ALL ACCESS MANHOLE COVERS FOR + 3,663 (soil weight) = 4,568 Ibs j 8) If the contractor encounters any variation between the existing SEPTIC TANK, DISTRIBUTION BOX, FACTOR OF 3AH. Y = 4,568 / 2,295 = 2 . ' ;� conditions shown on the plan and the conditions encountered y INLET -' / ' / OUTLET AND LEACHING STRUCTURE SET MORE on the site, or any soil condition different than shown on the „ soil log, or any adverse soil, the contractor shall Immediately ( THAN 6 BELOW FINISHED GRADE, contact holmes and mcgrath, Inc. Holmes and mcgrath, Inc. SHALL BE RAISED TO WITHIN 6 OF will examine the soil condition and report to the owner any •' �' FINISHED GRADE. PROPOSED suggested revisions. \ 4" PVC vented, :' (HATCH C O BE WATERTIGHT I& WATERPROOF) GRADE LINE TO BE 1 TO 4 .. SPA INSTALL THRUST inverted U pipe BLOCK AT ALL BENDS NOTICE • P P �• BELOW REMOVABLE LID AND �_._..--� GRADE MUST SLOP£ AND SWEEPS. Unless and until such time as the original (red) stamp of the SLOPE AHAY FROM THE STA11'ON. responsible Professional Engineer, or Professional Land Surveyor 'AWAY FROM STA 7/ON P 9 Yn 4" BAFFLE WALL GRADE ' FRAME & COVER appears on this plan: SLEET/£ PROPOSED SF#fR (A) no person or persons, including any municipal or other s '`•° OVER "T'S" EXP£CTFD STILL y public officials, may rely upon the information contained herein; and r .•. ;. MAAER EL. IJ0 y " 14.3" FORCEMA/N. 3" P140 50 L.F. (B) this plan remains the property of Holmes & McGrath, Inc. STEEL REINFORCED PRECAST CONCRETE -- EXISTING 10/24/13 REVISE SEPTIC PLAN DETAIL AND PROFILE COTTAGE RLR L,9)k 2" VENrLINE GRADES SEPTIC DETAILS AND PROFILE, A PLAN VIEW 9/16/13 REVISE DETAIL �� DD RLR MBM LEACHING TRENCH PRECAST CONCRETE " Removable Covers ' 49.0 CO PER " PROPOSED 1, PVC FORCEMAIN __ _ ry ; � 8/28/13 ADD THRUST BLOCK DETAIL & NOTES RLR MBM TANK RISER a� �'_ _ OkER D/SCH. 112t L.F. CONTINUOUS FROM 4" 4" O O 8/27/13 REVISE TANK FOR 2-COMPARTMENT TANK RLR MBM PROPOSED E VNE PUMP £1 REVISE SEPTIC DETAIL AND PROFILE AT COTTAGE, a 4- PROPOSED 2 7/19/1 3ADD SURFACE VENT DETAIL RLR MBM 2 _._. • _ _ROOF VENT LINE 5/15/13 REVISE SEPTIC DETAIL & PROFILE AT COTTAGE X PROPOSED ENVIRONMENT � 6 �• .. :� ,•,, z ONE PUMP MODEL OH071F _ LAC MBM - ---- 3" •min.,clearance required • N INLET "T" _ - INLET PVC FLANGE FOR _ -"�- 4" PVC SCH-40 �.. . .. - . DISCHARGE 1 1/4 -� - _ _ - DATE DESCRIPTION Drown necked 8" i uid level Li uid level 6" FEMALE SOCKET �� e DWV PIPE (STANDARD) - - -- _�: _. _12 F. $SEWER /2'r , � REVISIONS INLET o :+'• c ! , OUTLET ;1 qui _ I J: c d level CONSTRUCTION DETAILS E 2" min. inlet •- E •- E •- E ® � 2" ELECTRIC CONDUITto outlet " RUSHY MARSH 4 . , OF PROPOSED SEWAGE DISPOSAL SYSTEM " POND a 12" PREPARED FOR 5 -0 ';' _:. 4'-0" min. 4'-0" min. HIGH WATER $ Y TUF-TITE GAS BAFFLE : TUF TITS ELEV=4o \7 . READ i-i CABANA NEW RUSHY MARSH REALTY TRUST Liquid depth GAS BAFFLE Liquid depth .� ;• � E�_-=18.c� FOR PARCEL 14, #1524 MAIN STREET 4" BAFFLE WALL • IN j 6 4 - ELEV.=3°0 1,100 gallons 815 gallons �.. 6�: ,I- -=-=2?J° coTuiT BARNSTABLE MA CONCRETE ANCHOR PROPOSED PUMP CONTROL/ALARM i .v :•..`. J• .Yi: '.• • •v ','+•y,. 6 ��. .,..,. "fir.. ''!: - >;. `t.'v.. .. 'r .: .� PANE TO BE INSTALLED /N THE SCALE. 1 —20 DATE. APR. 5 2013 .•• ,'ti � r. •J..t ' y• �' J'.. NOTE• a� L � � CONCRETE BALLAST REQUIRED CRUSHED STONE BASEMENT of MAIN RESIDENCE. a 5'-1 O" SEE'INSTALLATION INSTRUCTIONS (6" MIN. DEPTH) 4�a., h OI m es and m C i'C1 th inc. ,a _ e P✓ � 11 -4 FOR DETAILS PER MANUFACTURE civil engineers and Ian surveyors 4 UU CROSS—SECTION END—SECTION 205 Worcester court, suite A4 508 548-3564(PHONE) ENViRO N ONE (E;1 " _ :. . falmouth ma. 02540 508 548-9672 FAX a 2.000 GALLON TWO COMPARTMENT SEPTIC TANK MODE • 1 STAT nN SCALE: , - ,o DRAWN: LAC CHECKED: MBM *. SCALE: 1/2" _ 1' (H-20 LOADING) NOT ,TO SCALE M\MCOURT 212126SP.dw JOB NO: 212126 DWG. NO.: 74-3-21DI SHEET 4 OF 4 _J i e 1 LOCUS MAP / •� NOT TO SCALE \ ` SEPTIC SYSTEM IRRI �ON TIE \ \9s; SURFACE Al = 24.9' \ \ �` vFNr A = 29.6' N DRI LL RETE HOLE BOUND OUND A3 = 32.4' SOIL \ \ �♦ LOCUS s£P17C SYS7FM _ , R HS20 500 ALLLW 4 RUSHY M o } AS-BU/LT LOCAPOW 23g12 \ APPROXIMATE LOCATION A4 = 44.$ CHAMBERS (39.5 X 1a39 POND O (450 GPD DESY�V \� OF EXISTING SEPTIC SYSTEM , \ Gb ( Z 00�W \\ \ OF ADJACENT PROPERTY A5 = 35.6� DIS7RIBUnaV �pRN 5�2 �� \ BOX & \ \ B1 = 21 .2 B2 = 20.9' o� \ \\ B3 = 21 .5' 2,000 GALLON CONCRETE vgL�C ,� -' �� B5 = 39.5 BOUND FOUND rwn COMPARI1NENr CP � ,'� i ,/ ,� � ems. B = 54.7' SEPnC rANK \ 16 �+ '� FORCE MAIN UNE I v SEPnC SYSTEM nE INFORMA naV FROM E-ONE PUMP AS PRONDED BY INSTALLER: BRAN REY£NGER (508)274-9753 i A L:213} 296' TO ND _ ——— 'i ran' �p / • , /, /; STONE BOUND WITH B - I' DRILL HOLE FOUND - -- —BVW—t -- _- �' J�%' I GUEST COTTAGE y w`CEC'o __ t ' BULKHEAD ? FOUNDATION a� I ' ► �,- a, $; POOL GUEST COTTAGE AII WETLAND FOUNDATION BVW-2 ' 1 SPA FORCE MAIN 1► F /O�p CONCRETE BOUND WITH l i, Cb SrAL .�� �� SILL HOLE FOUND I. . . . . . . . . . . . iirn% E,cCTa4 E-QNE . . . . .^ PUMP f . . . . i �' FORCE MAW UNE i, . . . . . . . . . . .� TO S£PnC T K � � � AN . . . . . • . \. E-ONE E✓EC7Z PUMP 1 a i `� EACH e� BVW-4 . i �' . . j CABALA i r �,�Ci i r----y I . •� ----i PAW ALARM t APPROXIMATE LOCATION • • 1 l •�/' OF EXISTING SEPTIC SYSTEM I • • • • ,5 L _ _ _ _ - - _ J BEACH 1 y CABANA THINKING SEPTIC • • • • • ,\ \ �,�1` OQ .Q �� ) I -EXISTING I —————— ------- \\` � � ------ ,• L t ` ~- �2 ♦ HOUSE \ \ \ ' SEPTIC AS—BUILT PLAN DETAIL ' • . SEWAGE PERMIT # 2013-343 SCALE: 1 = 10 \\ ` CONCRETE BOUND WITH 4 e 1 DRILL HOLE FOUND LAND SUBJECT TO �\ COASTAL STORM FLOWAGE ORDERING VEG T .�.. \� `\ ♦ of- �� / DATE DESCRIPTION aw Drn hecked �£0 � \ nANp \\ \ \\ REVISIONS AzO \\\ \\\ 9�- -r / . .� . . . . "z00� HAZA \`\\ \\ , 74 COASTAL BANK , '♦ .� PLAN �Ro � OF SEWAGE DISPOSAL SYSTEM AS—BUILT Ng2AR0 o0`E C \\` 12 ^� � i PREPARED FOR NE Al~ ♦\ �� GRAPHIC scam NEW RUSHY MARSH REALTY TRUST NOTE (F�'� > Bvw-t2 ' ♦♦ 1524 MAIN STREET FOR PARCEL 14, # 1. HOUSE NUMBER: 1524 �- \\�* . '0 y/ ., 20 10 0 20 ' 60 IN 2. ASSESSOR'S NUMBER: 017 014 RUSHY MARSH POND tv 9 qZq p ONE c pU�E °-2 COTUIT BARNSTABLE �w �MA �� + 3. ZONING DISTRICT: RF ,Vow' %�006DHAZAD ZO E V1 .�(pi 5 GE OF o-.� ( IN r ) •- C, A13(EL.13) & V17(EL.15) �' OI inch - 20 rt• SCALE: 1" 20' DATE• JUNE 5, 20144. FLOOD HAZARD ZONES: ^k� 5. BENCHMARK: SEE PLAN �"� ` , a EX/S77NO r.. 6. ON INFORMATION COMPILED FROM AN �h ��, ,o COASTAL DUNE N®TICE h of m es and m C ra th, I n C. Fr993 q g ON THE GROUND INSTRUMENT SURVEY. 'raj �� �y s unless and until such time as the original (red) stamp of the civil engineers and land surveyors O ` `� `� responsible Professional Engineer, or Professional Land Surveyor — 7. ELEVATIONS SHOWN ARE BASED ON THE oo ^ p g205 worcester court suite A4 ROM 08 548 3564 (PHONE) NATIONAL GEODETIC VERTICAL DATUM. J� `\ o-> appears on this plan: , � / BVW-13 \\ \\\ (A) no person or persons, including any municipal or other falmouth, ma. 02540 548-9672 FAX 8. REFERENCE. L.C. PLAN 18041-D s \ public officials, may rely upon the information contained herein; and DRAWN: RLR CHECKED \ \ (B) this plan remains the property of Holmes & McGrath, Inc. M MCOURT 212126SP.dw JOB NO: 212126 DWG. NO.: 74-3-21L SHEET 1 OF 1 LOCUS MAP NOT TO SCALE OPTIC SYSTEM IRR/GA 77QN 1 �3 y p �S• SUAFAX Al = 24.9' `, twT CONCRETE BOUND WITH A2 = 29.6� DRILL HOLE FOUND A3 = 32.4 SVIE ASSORPnaV SYSnW LOCUS � ,5�7°nC SYSTFA/ AS--&&rLoOAncw_ti ,` ,h2 , FOUR H-20 solo GAUOV 4 x nr 23g -APPROXIMATE LOCATION A4 = 44.8 CHAMBEMS (39.5- x fa3> pq�q (�50 A°D D1E.'S7AN �� C �,I�OF EXISTING SEPTIC SYSTEM ,gyp"w 0 OF ADJACENT PROPERTY A5 = 35.6' o/sn�eunaw ► i ,�o . �l �, B2 = 20.9' ,, B3 = 21 .5' t B 4 = 41 .0' 3 C CONCRETE F3�1G '� ,,' -'' y� �� B5 = 39.5' WC�WAWR' BOUND FOUND CP � WOW rA TA/ENT T h j� —` O PVRX MAIN LINEI10 ,9 SEPA SYSTEM TIE /NFt7Y4A/Anaw nm Ell' PUMP ',01.00 ,�� AS PIVONDOED BY INSTALLER: 1 " { BR/Ah' REYE7vG9ER (3A9)274--9733 ' A two29g Tp � �1.-n. + +wry' STONE BOUND WITH .._ DRILL HOLE FOUND j J�;� 1 GUEST COTTAGE y BULKHEAD BVW- i FOUNDATION t� j D2 • + ,,� � � Pool GUEST COTTAGE W 7ZAN0 + : • • • I + ti; , FOUNDATION BVW-2 ♦ P l + OQxv h 1�1 G ♦ ! ++ , ,ti SPA NN FWIX MAIN A� BVw-3 ♦ + Zoe CONCRETE BOUND WITH ILL HOLE FOUND 1 .., . . . . . • + �► ' �. . . ' . . . . . • . ' . i+m�+ E4E'CTP E—GYVE ♦ . . . + + Paw .�`. ♦ a + FWCj ' MAIN UN£ M SEP77C TANK . • . , , k, \ -, PUMP EACH CABALAPANEL W7H r- \ / // lit ✓ / ----�i ALARM Nib i 1 APPROXIMATE LOCATION � OF EXISTING SEPTIC SYSTEM �`b ( /' . • ,j• . ,.` . . t • . °t BEACH , • + �• `� CABANA + EXISTING SEPTIC y!� TANK i .� .� + n I-- ----- \ \a. EXISTING t ` HOUSE • • • • low SEPTIC AS-BUILT PLAN DETAIL SEWAGE PERMIT # 2013-343 ' -�__ - � 1 � � ,�• � • • , ;` SCALE: 1" 1 D' BYW-9 CONCRETE BOUND NTH z � LAND SUBJECT 'TO DRILL HOLE FOUND COASTAL STORM FLOWAGE �o ,, DATE DESCRIPTION __TDraw hacked 15 �� �� . . R E V i S 1 0 N S . . . PLAN �a . COASTAL BANK , ,� '� � `�`' ► � 2q�y �, ,, OF SEWAGE DISPOSAL SYSTEM AS—BUILT 'BRA -E C • ,z PREPARED FOR J 413 �� 12 . �, i✓' � GR� FUC SCAM NEW RUSHY MARSH REALTY TRUST NOTESr3� -- . % ,� FOR PARCEL 14, #1524 MAIN STREET \ --1 , �,� , ✓'� 20 10 0 20 , 60 IN . HOUSE NUMBER: 1524 - .�',r'` ;' ,. 2. ASSESSOR'S NUMBER: 017 014 ONE C rf , ' U �E a2 COTUIT BARNSTABLE MA z RUSHY MARSH P6WA9 �, HAZARD pF as , 3. ZONING DISTRICT. RF c� ------ AZARD ZEE \n EL 15 �` J ,., / �� E ( no r ) 4. FLOOD HAZARD ZONES: C, A13(EL.13) do V17(EL.15) �- ' ,�' E� 1 inch • '� • SCALE: 1" 20' DATE: JUNE 5, 2014 5. BENCHMARK: SEE PLAN '• h1 ,� EX/SONG 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN '. ` `�`Aq•� COASTAL DUNE �nTT�+�+ holmes and me rath, Inc '" ��'�S.�" � ,�p MCGRAT ON THE GROUND INSTRUMENT SURVEY. `� `� s ✓ Unless and until such time as the original (red) stamp of the civil en ineers and land curve rs v N10.3oais n 7. ELEVATIONS SHOWN ARE BASED ON THE !�� ��� responsible Professional Engineer, or Professional Land Surveyor 205 wort ester Court, suite A4 508 �548-3564(PHONL� � � \\ D-1 appears on this plan: � NATIONAL GEODETIC VERTICAL DATUM. / I fdmouth mo. 02M 508 548-9672 F `\ � �� (A) no person or persona, Including any municipal or other � S. REFERENCE: L.C. PLAN 18041-D 8VW-13 s`�` \� public officials, may rely upon the information contained herein•, and DRAWN' RLR CHECKED >(8) this plan remains the property of Holmes dt McGrath, Inc. . M MCOURT 212126SP.dwq JOB NO: 212126 DWG. NO.: 74-3-21 L SHEET 1 OF 1 s CONTRACTOR SHALL PLANT CULMS OF AMMOPHILA BREVILIGULATA (AMERICAN BEACH GRASS) AND 10' 3' BOARDWALK HUDSONIA TOMENTOSA (BEACH HEATHER) IN EXISTING Gf ADE i STAGGERED ROWS ONE FOOT ON CENTER AT A Yd —_ i 5.1 f DENSITY OF THREE CULMS PER HOLE . '. .i •a' •a;": -•f:.^tL•' .t.•t" .i '?� ',%,.'-;:' JY •'�'! I 2' i 2' ' ••,r•• 5.1 \ •/ ' �V NL r1. ••{t.-• ..b•. 4 .Fr :N ti 4 ••, •ZV' JA I'., •R .�•• •r '.t.'w ••j•: '\ •f• •PRQ• 0!rM+••I�,IN�•• •.••' ' / XI-ST ING GRAD \ \ / /\ /\ /\,/\ /� /\ �. /\ /\ /\-/\ /� /� /, • .- '' ® ` " 5 (AS MARK D)N W PROPOSED v of 20' 40' so' 80' 100' 120' 140' — \� IPPIG,ATION WELL BOUND WITH 0. . -- �: „ s � p 10° 'oA DRILL HOLE FOUND BOARDWALK _ s, 4"OA T 4 F TAJ \ � /�APPROXIMATE LOCATION LOCUS 2' 3 2 SECTI .�'�✓££ OR 0£ L �..-� \�F EXISTING SEPTIC SYSTEM O R MM pw SCALE G I- 1� 1 tV a \ 2" WATER SERVICE (APPROXIMATE LOCATION) VERTICAL: 1 4 /, /, ✓, /, = 12"PINE HORIZONTAL: 1" 10' **WAIEP•ayQ` 10 aF 8 \ PROPOSED EVERGREEN TREES (TYP). REFER TO ' Gi'P RELOCAIFO/N ACLIGi4DAI X �' 6" LANDSCAPE PLAN FOR VISUAL SCREENING PLANTS N WIN n7W 5 WrMN /0'Or p1A �• s: ti. 12 AK � E BOARDWALK DETAIL. � '� P141A�'D sEPnc srs� EXISTING WHITE PINES AND HOLLY Q, » , i 14 PIN 1g' BENCHMARK �' PROPOSED SURFACE � � ` x � PROPOSED GAS.METER SCALE: 1 =5 � � .� � '� 14"PINE � 4' AK � � TOP OF CONCRETE G � ,J� x t 'o r BOUND ELEV.= 3.60 DRA/NAGE AREA �- PROPOSED GENERA TOR PAD 1 , E „H01 Y 14 NE �2"P E �E ---�-EXISTING OVERHEAD WIRES TO BE REMOVED S ..-� ..,r , •-" \�AR DOUBLE � � �� 6 DA \ '� I� 'r AND REPLACED WITH UNDERGROUND SERVICE. HOL `E x 8„PINE �'vE �, 1 '� , A CONCRETE — �C Q TR LE 1 r „PIN x c° h -i' " I �P , , PVB` 6„ E `' " G <- "1 z°b _ = ►� PROPOSED A/C UNITS (3x3 W/3 B07TR) LOCUS M A P - BOUND FOUND — — » ROSE 20 CED 8 UE o" _ -- _ G ',.T „ Buses C -��h � �`'" _ \\\ 5/A REMOVED NOT TO SCALE _ EXISTING POLE 106 TO BE AiN� 12 CEDAR 5 INE 2-6 C R 12'PINE 218' K \ F PROPOSED DRY�LL G _ _ P 1 r 2 FT DIAMETER WITH PROPOSED SURFACE " „ "CEOA �mi , �` _.__ S J 14" ,9 3 FT. OF STONE AROUND PREVIOUSLY APPROVED 14 PN 12 CEDAR i s -.-.r" PINE DRA/NAGE AREA p 14-PINE �; � , �4 --� NI i (TYPICAL OF 3) „ ,,�,_ " . LICE �M K PROPOSED STgN P/ R� a �0 RO 8"HOLLY 8" oLLY 14'PINE 1�� cEDAa ��� � EP � � t� x EXISTING COTTAGE TO BE DEMOLISHED COMMON NAME SCIENTIFIC NAME PLA VING SIZE & SPACING SEE LANDSCAPE LKIiE OST \ , f14"CRABAPPLE DOURl < S `' 14"PINE PROPOSED SHOUtAER 8'PINE 14"PIE 1 Y 1 �IN JF,S EXISTING ARBORVITAE'S F,XIST G / G •�� I I , , » » 12°PIN'- TRIPLE I i , x X' t STONE BOUND WITH RED MAPLE ACER RUBRUM 20 O.C. - 2 -3 CAL. DRAIN SWALE SEE DETAIL „ LA ( J PINE 3„HOLLY \ ED 1 � �'�0: /, /,, .� �� s P ANDROMEDA/JAPANESE - •, 5�' F $ i DRILL HOLE FOUND TULIP POPLAR URIODENDRON IUUPIfERA 35'-40' O.C. - 2"-3" CAL. 12'PINE ® {TYP.<OF 3) ^ 1 11 / \ _ O WATER ,. Q C� \ ♦ 6„ , , 8'HOLLY DOUBLE / 1 . , TIC ¢O Q, WHITE SPRUCE PICEA GLAUCA 20-25 O.C. - 5-6 n BVMh- 1�.� SPICO"i 12"PINE 2 HOLLY „ .- ♦ „ BENCHMARKS. , , , •. b / 6 HOLLY 8 LILY 1 a Q �_ - PI �' - ... .... \ - F. i WHITE PINE PINUS STROBUS 20-25 O.C. - 4-8 GUY / „ r , Q" o L iZ P O r a -.. , � �, FIR E \ P 11 G, ,- IR TOP OF CONCRETE AfiCttil�� O � / � - - 2 EXISTING / Ry s NORTHERN `RED OAK QUERCUS i?UBRA s PINE r n .II 25 O.C. 21� 3 CAL. `. -PINE , ., ., , O � _ . �, > , _ BOUND ELEV. 19 66 . \ �. t LAWN, „ 1 1 ♦ a .. e .. ,, G O �- 9 ,.... � 16 PINE - _ � I � ✓. �J I 1 _ a sroNE PIE w G RE --� � �� •. - , _ ♦ $ti ♦ NAIL SET ON STAKE 16"PINE ` _ rI71Pl / R NE i y� i I i 0 , FORMER LOCAnON 12°PINE GOT 14 HOLLY / - ° , #939, ELEV. 18.7 WITCH HAZEL HAMAMEUS WRGINiANA 5 O.C. - 2-4 SIZE OAK t PIE 1 Q O „ 14 HO Y \ � "s� \ � ' ,. ;' �,�',I `� IR FI 6 PINS � , , , PROI°OSM SHOULDER 1 "PINE LL .t�,P;N \ 1 1 AMERICAN HOLLY . ILEX OPACA 12-15 O.C. - 4-5 SIZE s PI 4„PIN 1 11, ;' LL fEA EXISTING TREE TO BE DRAIN SWALE (SEE DETAIL) o E1 1 EXIe; 1 ,"" FIR REMOVED TRANSPLANTED FRAGRANT SUMAC RHUS AROMATiCA 4' O.C. - 2 GAL. SIZE BVW-2 PROPOSED " Ire P 1 1 tad, E A C.p '� / , \ DOUBLE 1 1 / �6 REFER TO LANDSCAPING MAPLE-LEAFED ARROWWOOD VIBURNUM ACERIFOLJUM 5'-6' O.C. - 2-3 SIZE WA TFR FEA TURF PROPOSED EXISTING _,1. , ® P PR'OPOSM ,o' PLAN BY OTHERS TYP LIMIT A� WdRK 6"P E `V \ 12"HOLY 6"PINE PROPOSED LEACHING BNCH (TYP.) LAWN . 16''PI E �' • 8'PINE 1 GHQ 1`'' ( ) ARROWWOOD VIBURNUM DENTARIM 6' O.C. - 2 GAL SIZE m T FENCE • �' , 1 1 acj�o _ 1 DRY WELL FGVP / I,, ` TRENCH (SE£ DETA/L) 1 1 t ®Q 00 t"', \ N BASEMENT , 12 o L/MlT AF wRK�a r FENCE AMERICAN CRANSERRYBUSH WBURNUM TRILOSUM 6 O.C. - 2 GAL. SIZE EXISTING \ tOPNE 1 / Q¢ 14'OAK 14 �/, \LAWN TRIPLE 1 1 # So•/ PREVIOUSLY APPROVED DUNE AREAS (9.030f SO.FT.� 111 `• 1 , LANDSCAPE EXISTIN 6°HOLLY 1 -a PRGB�'04r0 / • . \ 1 \ ` DOUBLE LAWN 14"PIE 1 'PIN C eat PIERS Srinf tA�llIE7P A'°YPa%f4hY 0 0 12 C) � LANDSCAPE t ../ t� PROPOSED DUNE AREAS PHASE II [13.700f SQ.i-'T \. \� ♦ '\ 1 s \ \ 8„HOLLY A \ i$"PI EXI TING L k �►�N 3 PIS £ c� a' ` •) \\ ♦ $ Spi �. AwN 1�` 1 _-_ /:"-.\ �� 1\ COMMON NAME SCIENTIFIC NAME PLANTING SIZE & SPACING BVW-3 \ �� \ BLUEBRIN T DO BE 1 1 ♦ g- » 'I,� �P \ t "HOLLY r� i .,,rt..' �oP . • . AMERICAN BEACH GRASS AMMOPHILA BREWUGULA'1'A CULMS 12 O.C. s' INE k, IG / _,/ ov 4 K C CRETE BOUND WITH z \ aD C� / 11 �0 4"oAK `r . BEACH HEATHER HUDSONIA TOMENTOSA 1'-2' O.C. - 1 GAL SIZE ..� 7,IL Or 12"PINE PROPOSED DRIVEWAY L ` ;�dt1 v'11 �tlll HOLE FOUNY / P OSED DRY NEL . TRIPL ROPOSM BURIED O \ t I \ ♦ t 2"KOOSA Q_ 0 I • . F ,.. r o"C AR 1 ti F POGY, 4 DOGWOOD 'BLOE PROPOSED 1 ; UTILITIES, UNDERGROUN "D/AM W N 2' OF \ a, a' . ,>.{ : v PROPOSED NEW IMPERVIOUS AREAS SHOWN 1,000 S .FT. G --o F Q '. i. \ BEAR RY S?EPS �. 1' 1 DUCTBANK DESIGN J SraNE ALL AROIJN �2„FINE 1 BY OTHERS /�O _ EXISTING EE T UEBER P I , d� POTENTIAL INCREASE IN IMPERVIOUS AREAS 800 SQ.FT. BE REMOVED �\ 1 z G. AR c s r = • - .._. � 1 1 'EXISTING , / ,�. � �aP'�`E, e,. — 1 CAL Im,�'�1 t6'� �,�,, ° TOTAL 1,800 SQ.FT l' I \ ` 8"HOLLY. O XI G R .. CONCRETE BLOCK BL RRY ►� E S 2 ' G c — \ . DOUBLE � z / .�� � REQUIRED MINIMUM MITIGATION .PLANTINGS 3x — 5,400 S .FT. `,. 8"CEDAR QUINTUPLE „ BLUER UY N SPI 1 i EXISTING NE a RETAINING WALL ',: EQ \ , Q l - o r At 1 1 � LAWN / � � R� � •� , 4„HOLLY r 1 112.* L.F. PROPOSED 4Nk QUADR LE �. i 1 \ LANDSCAPE fFAT!/R£ PROPO D 1X PVC S£WfR i „ Z- I INS ali, �' 10 INE --- EXISTING NO STRUCTURES 0"C AR \ PATIO i' 1 FORCEMA/N / 14 PIN / s ALLowEO oNAa� ' O / a% \ 6.6 PROPOSED SHOULDER MA TCH EX/S77NG GRADE -9 h 1 EXISTING SURFACE \ I WATER QosA �\ ,ate ,1� ' • 2„ GRASS DRAINAGE SWALE r. BVW-4 1 to SPIGOT DO WOOD Q` oo �'' • ,/t 6. G I aSEED . . J PROPO ,8 DA 14.'oAK �� �� • J ``: 1 8°HOLLY • '4' pq LOAM AND ��- { 1 i 3" P� I 6 L DAM dt.SEED (TYPICAL) - � $ J J I`• �� - 1 1 &ISANG CESSJVa TO B£ ti `'� 1 ' DBL 5" c�� I OVER DENSE GRADE ( T �. � ;�� 4'{ HERRY 6.2 �I PROPOSED 1 „ 1 PU,1/PEA DRY f1LL£D NlTH GYEA 4„ i 6.2 1D CUT SLOPE 1 rADDITiON 1 ' SAND AND �(BANDANED /N/ � � p� i\ PINE ,6 �p , `� ' \�o� �► -�- DRIVEWAY , ACCA4DANCE NlTH 310 AIIR 15..�54 1o"C 12E 1 ► \ APPROXIMATE LOCATION � � ", / 6"OAK,/ �... 1 1 �ti 10 OAK C DAR OF EXISTING SEPTIC SYSTEM \ i / yE 6.8 8"CEDAR 12°CEDAR �,5 14"PINE r j HOa \S�, --� �EXISTIN� O" I EXTEND DRIVEWAY DENSE L _ — — — A F TONE WALKGRADE' UNDER 1 „ TO 9E R MOVED \ WOIO GRASS W 1 18 OAK 6 HOLLY 10 CEDAR 8„CEDAR ;' � OFF � y „•., • .. .•�� • FOR ASS SWALE 'O 10" A RETAIN/NC C ti 6.8 a 1 6"CENR 16"CEDAR �'PROPD,S1<'D I BULKHEAD �• \ j I a. . E w —WALL AND STAIRS I APPROVED 1 PROPOSED i DESIGNED BY OTHERS � ) RE'A/OVFD � F, o . ����#3-474�' i BOARDWALK ♦ � i 6„HOLLY ,4" AR 12 CEDAR / ,� /` I / AWN ,� EXTENSION ♦ `, v L��3' GRASS SWALE — E STEPP S PROPOSED SHOULDER. .0� �. � � � � � /6. DRAIN SWALE SEE DETA/L 14'cEDAR PROPOSED I m 2°PINE �0 °,`?°o 6°HOLLY ;,.'' ' - / AoolTloN •,z" NE• ' ' i ors. PARABOLIC SHOULDER GRASS SWALE DETAIL Y fi ! ANDROMEDA � � t ,i- \ � J � v� o� •V Q` ' ,� Cs�TD SCALE: 1" = 1 USH y, \ )POSED $ 12 NE • Q�'� 1 / ♦♦ � tiF �T �• 1 72 � /` ADDITION k� -,. 16"CEDAR "•� ,' ` � -k �O' � ,o s 1 "PINE ' ' �' e � 6 � � ,, �J \ NOTICE 1 1 4 ONO, O� 1 / O Unless and until such time as the original (red) stamp of the ,, responsible Professional Engineer, or Professional Land Surveyor 5.8 appears on this Ian: PP P ` \ i 1 r _. ►�\ / 9 �.. (A) no person or persons, including any municipal or other ell FF' / \• �Q 6 public officials, may rely upon the Information contained herein; and `. J 9 1 " '` 4 / • •` �' / \, ` P (B) this plan remains the property of Holmes & McGrath, Inc. \ \ J , J $ v_ 0,� I / o y� ' ` / ♦ '` ADD IRRIGA11ON WEL ROTATE GENERATOR PAD J ` \� j �P �11° / ♦ „�5.1 12/17/13 LAC,RLR :,tf — — PROPOSED EXISTING PORCH '4�� � •` �y0 TOUCH ZON f � � r �1 / A D OOL, SPA POOL FENCE DRY WELL AND To BE ENCLOSED ,, 5° �. ,/ �- / 22"PINE , RECONSTRUCTED �♦ x7.0LAC,RLR MBM/ / 10/24/13MITI N P N`(I VI NTRANC PROPOSED WALL l 3 WIDE BOARDWALK EwSTiNG WALE. 'f �' / >/ I / ♦ y 9/16/13 REVISE GRADING, DRIVEWAY, RETAINING WALLSEP*n AND UTILITY SYSTEMS RLR MBM ` TO BE REMOVED ��C`'' ;,. �. I /... / , , / / / ` ♦ ♦� •� 8 28 13 ADD NOTE TO ABANDON EXISTING CESSPOOL RLR MBM DOWNSeOUTS T�' Qa�t° � � 7. y ,, 0 �"� J 7/19/13 REVISE GRADING, DRIVEWAY, RETAINING WALL RLR MBM z li, J, �"j SUBSURFACE DRAINS LAND SUBJECT TO y` c �' �• , /20/13 GAOENCLOSUR TRANSFORMER, Exl 5 V LAC MBMOWAGE / P PLANTING T ADLAN APE 41 FEATURE. `� - / F STONE ` / • G y VISE CABANA FOOTPRINT, SEPTIC LAYOUT, WATER SERVICES, ALK TO BE PORTION OF EXISTING � � 5.4�, ROERING L, `� WALL TO BE REMOVED G' I I r .v 5 15 13 PLANTING AREAS & RETAINING WALL ADD ELECTRIC UTILITIES, LAC MBM REMOVED ilk �� �� .v / / MOVE COTTAGE. ADD VISUAL SCREENING PLANTS. VCcErA 7F0 " ` 4r ,k I ♦ ♦ / y 17 ytl� Q jG % 20"PINE • / I Ole .v NOTES � ANo �. -` .. ♦ �` - y y DATE DESCRIPTION Drawn Checked �\ EXISTING is �� p�P I P y PROPOSM RETAINING WALL •0 & •w R E V I S 1 O N S 1. HOUSE NUMBER: 1524 ' \`(pESIGNhD BY OTHERS) �`=J_ 'S itoe i �� � \ -•, 14 8„OAK R` CY,9 • /G�,• I I C1 , ♦ .v 2. ASSESSORS NUMBER: 017 014 AZ h a COASTAL ANK , i'', cy �� �� PLAN 3. ZONING DISTRICT: RF `CID Zoiy �= Z AK 20°OAK ''�4, ' i' ���` SS�P `"F' �.% OF PROPOSED SEWAGE DISPOSAL SYSTEM E i y 4. FLOOD HAZARD ZONES. C. A13(EL13) do V17(EL15Y �RD ''"- C \�--yC,2 li, j 6.6 I i .0 W�'� y W y PREPARED FOR 5. BENCHMARK: SEE PLAN 2�E q� _ ` " AK 8 LAWN / ' 5.9 I ♦ �r W 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN `� (�1 Bwr-�2 • \\ ,Q"OAK 1Io QAK ° ROPOSED os�Q- 24 PINE / \ . �W W W W W NEW RUSHY MARSH REALTY TRUST _y ON THE GROUND INSTRUMENT SURVEY. 3� ,,� 18OAK STONE 18„PI �P� / / 6.o W y w .�� FOR PARCEL 14, #1524 MAIN STREET 7. ELEVATIONS SHOWN ARE BASED ON THE / / \ I 8. REFERENCE: 0-2 NATIONAL CD PLAN 8041 ETIC VERTICALDDATUM. �, 9` HAZARD C E�1g rn/ \ pF D� D_j 5.5 PROPOSED DUNE RESTORATION W \ coTUIT 6ARNSTA6LE MA \ * PHASE 11 = 13 700 SF' + W W W ,,+ W '� �000 AZARD o„oA Z �- EpGE P REFER TO SHEET 2 FOR FULL .� �. \ �. . IRRIGATION WELL NOTES: °,,^� E \ % �P��� EXIS77NO 7.0 EX,�L'NT,OF pUNC R£$TOR�%IQ�I �� � SCALE. 1 =20 DATE. APR. 5, 2013 ' CO �� \COASTA4L DUNE ' �. INSTALLER SHALL COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. -. ` ,�1 /-� O `.Aq of c GRAPHIC SCALE h OI m es and m c rath, Inc. 397-7.A.(3) PRIOR TO INSTALLATION OF IRRIGATION WELL THE INSTALLER SHALL APPLY `Z`�y /�J`�QO� Ty Fo �Nos�gp`AWN 10°OAK _ __, o` �•\S� E BOARD OF HEALTH. P cF o� 7.0 20 10 0 2O 60 civil engineers and Ian surveyors FOR AND OBTAIN A WELL CONSTRUCTION PERMIT FROM THE �^ /"\o �� `.�\ ��\ F�FT to o-> Ay\ 205 worcester court, suite A4 �508) 548-3564(PHONE) 397-7.A.(5) IRRIGATION WELL SHALL BE CLEARLY LABELED NONPOTABLE WATER SUPPLY / �tP Bvw-13 s `. 1180 \ falmouth ma. 02540 508 548-9672 FAX NOT FOR HUMAN CONSUMPTION. , IN 397-7.6. 3 A METAL TAG SHALL BE AFFIXED TO THE TOP OF THE WELL CASING TO I \��� / f ( r rx O 1 inch = 20 ft. DRAWN: LAC CHECKED: MBM ' FACILITATE LOCATING WITH METAL DETECTORS. M MCOURT 212126SP.dw JOB NO: 212126 DWG. NO.: 74-3-21D SHEETr 1 OF w .ry ca��tl►f I CERTIFY THAT THE STRUCTURES- ,,- ................................................. dam ES ARE LOCATED ON THE LOT AS SHOWN, AND 2 TOBREN HMMARK "R\�S� THAT THEIR LOCATION CONFORMS TO THE OF =CRETEQG BOUND ELEv.- &60 �'' �W\p�N v P \ y�� THE BARNSMINIMUM TABLE ZONING BYE LAWACK REQUIREMTS �F n CONCRETE ---°'' <P� �� BOUND \ `� ` 0, ems. LOT 11 L FOUND _ ---- _ - ' �� HOLMES AND McGRATH, INC. ----- r DRIVEWgy `, � PROPOSED GUEST COTTAGE PRGPOSw QP ` i� c> RESERVE AREA �� A ' WIDTH VARIES) -� x' � ` •I. MICHAEL B. ATH ` STREET T _.._.._. _ - - DRILL HOLE F NTH E (PUBLIC — _.�_ W,�•— W •�-• "w�EG,oz � '� �— � � r' ;� �� DRILL HOLE FOUND o Registered Professional Date MAIN _ .- -,a - w(EC98 ��,� E�,o o - , , , \ g ; �� Land Surveyor . ••— - ••—.._ .W E9 W E `,, PROPOSED SEA CH CABANA � PORTION OF LOT �`• R _. _• , ' � / , E AS SHOWN ON LAND _ -iEc,o • � PROPOSED M177GA 77ON ' / ..,r'' \\ ` COURT PLAN 2875—CAIII IL Ilk IL Ak AL % . �► `� o ° �� \ DRILL H E BOUND VNTH 4 1 CERTIFY THAT THE HOUSE AND COTTAGE \ \\ � � DRILL HOLE FOUND ARE LOCATED IN FLOOD PLAIN ZONE C AS ° ,� ti ,� �,, POac & SPA ���� SHOWN ON FLOOD INSURANCE RATE MAP '` \\ "` � \ COMMUNITY PANEL NO. 250001 0022 D \ A, ,, �►r/�► o \ PROPos£D DUNE AND THAT FLOOD PLAIN ZONE C IS NOT A oJ�o ,� ,, .� AL o�� AB,� ST�Ei1/ y SPECIAL FLOOD HAZARD AREA. \' ,0.• \ iY. / APPROXIMATE�`/ II DF MI NGSEI SEPTIC SVSNFI.J' o lf, I CERTIFY THAT THE CABANA FRAMING IS �b o. LOCATED IN FLOOD PLAIN ZONE V17 (EL.15) AS SHOWN ON FLOOD INSURANCE RATE MAP ` �� �� , ,� � � � ' • � ��_���' � PROPOSED I ,� . .,, �\ �, ,�', COMMUNITY PANEL NO. 250001 0022 D j \ ADDinory , -; PROPOSED DUNE AND THAT FLOOD PLAIN ZONE V17 EL.15 AL "` �• ,-�' , ��\ IS A SPECIAL FLOOD HAZARD AREA. BOMWAuc �`� CONCRETE BOUND NTH HOLMES AND McGRATH INC. DRILL HOLE FOUNDAk ' .. / IN / •. . . •. y% �gv \ �� �� I ,�' ,. ., •. MICHAEL B. c R - . . ,, .•. Registered Pro sional �Z5% - ZOrvE c / . . . • • •. PARCEL 20 Date ; � a ,,.,, ,� � . . . ♦ . . . . , . Land Surveyor .i, * {\/ I AW.,� — a ♦.♦.�.♦. .�.•. ♦♦.♦.♦�':♦��\ .•"••.•AL VICTORIA W. HOPE AL / � l000l / �31 �� L�. . . . ♦ . . . \ . .�. . . . o�`� � PROPOSED PHASE # DUNE /AL K 3 \;.:....P \.♦'� RESTORATION 13,700 SO.Fr AIL RUSH M/`"'1/7SH ♦tea I DUNES �� APPROXIMATE !f / 279f� �\ PROPERTY LINE I POND LOT 10 ♦' ,r I n TOTAL AREA 16.7f ACRES DEEP OBSERVATION HOLE LOG NO. 1 SOB. SOIL TEXTURE SOIL COLOR SOB. °� DEPTH ELEv HORIZON (USDA) (Munsa) MOT7UNc ® o 1&2 N� % AS SHOWN ON •-e• 17.7 f1P �P�� L.C. PLAN 18041 , \ / All Ak • ' '` ' \ / DEEP OBSERVATION HOLE LOG NO. 2 \ SOIL COLOR so1L ° o , SOB. 901E TEXTURE N� Ak DEPTH ELEV. HORIZON (USDA) (Munsa) i40T7UNG o--•II o•-V• Mo NOTICE ; • AO tar GSA " Al �� / Unless and until such time as the original (red) stamp of the • C1 / responsible Professional Engineer, or Professional Land Surveyor ; �O / appears on this plan: (A) no person or persons, including any municipal or other , public officials, may rely upon the information contained herein; and AL (B) this plan remains the property of Holmes & McGrath, Inc. i G J 10/24/13 ADD POOL, SPA AND PHASE it MITIGATION AREA RLR 9/16/13 REVISE SEPTIC SYSTEM & DESIGN CRITERIA RLR MBM DEEP OBSERVATION HOLE LOG NO. 3 �, �.•� POND ,/ �P 7/19/13 REVISE DRIVEWAY, RETAINING WALL NEAR GUEST COTTAGE RLR MBM 901E SOIL TEXTURE SOIL COLOR 9oB. °� ' � DEPTH ELEV. HORIzoN (USDA) (MunsMl) MOT7LINc / ` 5-20-13 REVISE GENERATOR ENCLOSURE, ACCESS PATH LAC MBM NOIX SAW ON n.? - ,�, /' `� G� 5-15—.13 SEPTIC LAYOUT' ANREVISE RETA CABANA FOOTPRINT, LAC MBM , o-e• ��� Fw V , o}�� ; DATE DESCRIPTION Draw hecked ALL AIL ,Ie SOIL TEST �� G p • Date of soil test: 12/13/2012 ' ' QQ // �-{' R E V I S 1 0 N S Test taken by. L. CARREIRO , Results witnessed by. D. DESMARAiS / SITE PLAN i Percolation rate: 2 MIN./IN. P Ground water NONE ENCOUNTERED OF PROPOSED MODIFICATIONS PREPARED FOR DEEP OBSERVATION HOLE LOG N0. 4 ' NEW RUSHY MARSH REALTY TRUST DESIGN CRITERIA / FOR PARCEL 14, #1524 MAIN STREET SOIL SOIL TEXTURE SOIL caL°R SOIL OTHER ' DEPTH ELEv. HOislzaN (usoA) (Muns�a) MOTTLING o Number of bedrooms 4 Equivalent to 110 gal.'s/day /' (N Garbage disposal unit: NO ,• ' COTUIT BARNSTABLE MA ON �,ze Leaching area capacity required: 440 gal.'s/day _ o=B• Ili rm Side area proposed: 199 sq. ft. -- Bottom area proposed: 408 sq, ft. _ _ t . 129 Ab 'QRA _ Total area proposed: 608 sq. ft. "` _ _ NT �®� ®F EARNSYAB►� APPROXIMATE // SCALE: 1" 50 DATE: APR. 5, 2013 -• , • Proposed leaching capacity: 450 gal.'s/day �' GE EASEME WE SON TO 135'f PROPERTY LINE / / DRAINA OVERTON , GRAPHIC SCALE hOlmeS and megrath, inc. K ; Water supply. TOWN . / / MATMi�E 213 t 0= N 83.57'30" W / civil engineers and land surveyors Precast concrete units: H-10 do H-20 loading design / 230.0 / 50 25 0 50 150 g i Iri Septic Tank Required Capacity (200% Daily Flow): 880 gals �508) „9 3 Septic Tank Proposed Capacity. 1,500 gays (minimum per Title 5) / ' ' • .. I ' • ' g g2,'02 3®� � PARCEL 16 �/' 205 WOrC88t8P Court, suite A4 548-3564"(PHONE) �,;�A�`,,. , ,s� falmouth ma. 02540 508 548-9672 (FAX) , ^ , / CONCREOUND N/F /' ( IN FEET ) NATH DISK OUND DALE D. BRAGDON // DRAWN. LAC CHECKED. >t �b - 5o rt. _ / M MCOURT 212126SP.dw JOB N0: 212126 DWG. NO.', 74-3-211DI SHEET 2 OF 4 I � ....tea \ 5 4 EXISTING 8` N � WATER MAIN 'OA CONCRETE BOUND WITH WATER MAIN ` OA DRILL HOLE FOUND END CAP 2D W 10"PINE APPROXIMATE LOCATION / POLE 12" .� 12"OAK 14"PINE OF 2" WATER SERVICE 92 66 ( 6 K ^12°oAK � BENCHMARK w I TOP OF CONCRETE E 14"PIINNE �4„PINE^� ` 1� OAOKO 12" INE ' 4"OAK BOUND ELEV.= 3.60 n/l l , 1 INE EXISTING OVERHEAD :WIRES TO BE REMOVED E 6"HOLLY 14"PINE �2"P E "PINE ° NE AND REPLACED WITH UNDERGROUND SERVICE. V 1 DOUBLE Rp14 6ps� 'e „ 6" DAR (P "PINE V HOLLYto '4 CON(tETE w�,� ' QUATR„ LE -14"PIN 8"PINE t2" ^� \ ^ 12"OA \� BOUND FOUND �P OSE 20 CEDAR 6 E 8" 12 ` L 10"PINE 10"PINE SEE BUSH L ' 2-6"C R 10"PIN ►i etN� 2"CEDAR 5'PINE 8" \ �1►1` , � pSE BUSH �3 12'PINE 2-8'OAK 92� LAWN ` 10"PINE 12"PINE 19 3 14oAK � N „ 12"CEDAR 8"PI ' (15"PINE EXISTING POLE 1065/A 14 PINE 0 ,4 " (TO BE REMOVED). RO 8"HOLLY 8 OLLY 14"PINE 12 CED "CEDAR IRRIGAT 6 �, 12'0 K SPRUCE HEM K „ O5T AND SH (�Y 14"PINE 8„PINE /, CEDAR OL 14"PIN 1 g p�N� ALVE BOXES I \ 14 CR^.BAPPLE 12 PBL �D- � TRIPLE 14 PIE t0„ LANDSCAPE 1 / STONE BOUND WITH P► LAWN r CED �5 p 12'PINE "PIN 3"HOLLY 14"CEDAR / O1065 A DRILL HOLE FOUND g"p � LAWN ANDROMEDA/ JAPANESE (TYP. OF 3) y �I 11I rr 2 VENT . / ' 10"PINE 12"PINE IV 8„HOLLY 1 DOUBLE OLLY 6Y Y AWN 8 - � �0 PE 1�QAY�/,� W�C��j \ bWT 12"P / 8 LL 14„ v /w WATER \ / 3-10"PINE zyo BENCHMARK W o2 ��fWa apt / FIRS FIR ,� TOP OF CONCRETE CECj0j , 5 \1rla'16"PINE 6 PANE PINE �..y MANHOLE �� �Uu �� �� ?O v = 19.76 a�' A' 6"HOLY -�-V I LANDSCAPE •�` / BOUND ELEV. Q ?/�a�- 16"PINE \ �., �9 12'PINE TRIPLE 14"HOLLY 8' 'NE w "OA 18"PINE 10"PINE 14"HOLLY \ .- ` •8"H LILY a / FIR 6"PINE 1 6"PINE 14"PINE 10"OA FIR 1 OW-2 � bOUBLE LAWN ��-� 6^pI „ 6„PINE ep g "HOLEv 6"p E \ 12 HOLLY i6 PI1C 8'PINE LAWN ' / / 12"0 ,. / y 10 P NE / 14'OAK 14"0 , ,, � TRIPLE / -4 / / \s // 1/G DSCAPE 6'HOILLY \ 1411I E 1 'PIN DOUBLE LANDSCAPE D BL ,do" 8'HOLLY BVMi-3 BLUEBERRY zoo 14"HOLLY _ 64BLEi ��` CRETE BOUND NTH ALAW 12"PINE a ��,/ 4"OAK / � HME FOUND �► X ti \ TRIPEILI 1, / LAWN DOGWOOD BLt7EB 10"C ARC a JG`l` a c . . .BLUEBERR UEBERRY / 0 2"PINE IN \ , . BLUEBERR•Y -A PIN ' �► ,c �,, p 12';C DAR a 0 / g"H '� h /S i 6" EtXI • • G LL DOUBLE 0 . BL RRY . . . OLLY. �. . . . / 0 Z ONC C / _ . 8"CEDA QUINTUPLE �. BLUEBERRY /� o INI 4"HOLLY D06W ', a / 1 '- QUA LE \ / 20"PINE J / a 3` 14"PIN 10" IN \ 1 0 0"C AR QQ`A , 6.6 / Qa tiV 'b . Bvw-4 . �� �� `�COSA / /� `$ �jc� �s' 14•oAK �' . OP �' 2 6. P 8"Hf!LLY __ /l j� DA, •� � �P 6„ 3„ W4„ CHERRY G 6.2 9' / ( / * 6.2 PATIO CE11)AR a ,y ° 4•, OF - 1 t r PINE t t APPROXIMATE LOCATION a a 16"OA a• 10"CEDAR t t 1 �ti 10"OAK C DAR OF EXISTING SEPTIC SYSTEM ' / 000 6.8 8"CEDAR / t t - - - - - 14'PINE 14' K i t 18"OAK 12"CEDAR 15 L - - _ J HOL `<Q P� t 6"HOLLY CAN PE t 10"CEDAR 8"CEDAR gv, ��� 6.8 t YEW CCENR 16°CEDAR 10"CEDA / r '� •P t HOLLY ' \6,"HOLLY / 14" AR 12"CEDAR %LAWN A CEDAR I 2'PINE • ' , 6.2 CHOLLY •i2" NE• \ ANDROMEDA =}.% \ / •� .5 . USH \ 5� +_ -- ---�` ♦ ii tl 12 ♦ 16"CEDAR �� do' I "P1N h• �/ 6.0 �0 5.8 6. • SLATE - � ' /� "�-- �� ''. 1 f a ♦ TERRACE � i2`. . I BVw-8 ' I`.� _� 1 ♦` EW 0 TOUCH IOfyE 22"PINE � J.1 I may \ BVMI•-7�' Ur. ` t / \ �` 6 i \\ ♦ 6R P� �o� �yj NEW ROOF DOWNSeWTS TQ ,I , li, _4 � G `g �� SUBSPRFACE DRAIN QU TING �� _ �' '\ ``� ' . • LAND SUBJECT TO .6 `, `� 6. COASTAL STORM FLOWAGE BORDERING VEGETATED WETLAND �\ �,\ �. -'� / 5.4 +w �� �• ® - � ,h NOTICE ,k Unless and until such time as the original (red) stamp of the '•� ` - " ` ''----, ♦ G.� •20"PINE responsible Professional Engineer, or Professional Land Surveyor ♦ appears on thisplan: P (A) no person or persons, including any municipal or other N� ffi public ocials, may rely upon the information contained herein; and �0 Az �f �, (B) this plan remains the property of Holmes do McGrath, Inc. hA2 \��� ,`� �� �' AK oAK COASiAA�.. �ANIc y .� 7-19-13 ADDED D.E.P. COASTAL BANK LAC `�•`� ` 20'OAK '1r ` C \\ 12 6.6 5-15-13 UPDATE EXISTING CONDITIONS LAC MBM u , " AK 8 q�3 ' =-LAWN Q� 24"PINE �� 5.9 DATE DESCRIPTIONjDraw*hecked ��. 12 , BVUr<- �`\ , \ 10'OAK 10"OAK 18"OAK ��5 P HY il�1�4f1'SH - ,6"PI - R E V I S I O N S 6.0 Rvs / ` E o D ` , g HAZARD Z EL-15 OF 0 PLAN PON fl„po© AZAR I0„oAK \_ EDGE OF EXISTING CONDITIONS rvc PREPARED FOR G��P COCCrAL OUNE NOTES ,� ��. � �. �.� / `,,q�ti �� s S F ��wN ,�"QAK o� �SR NEW RoRSP RCEMARSH 2 R MaiN s�TRETETRTUST 7.0 IN 1. HOUSE NUMBER: 1524 / evw-1a s oN � coTviT 6ARNSTA6LE MA 2. ASSESSORS NUMBER: 017 014 3. ZONING DISTRICT: RF / _. SCALE: 1"=20' DATE' APR. 5, 2013 4. FLOOD HAZARD ZONES: Co A13(EL. 3) & V17(EL.15) 5. BENCHMARK: SEE PLAN / ,11, `. F GRAPHIC SCAM holmeS and mcgralth, Inc. 6. TOPOGRAPHIC INFORMATION COMPI' _D FROM AN LOT civil engineers and land surveyors �,, RAN 20 10 0 20 60 9 Y'O / EP 6.3J508) , xr ON THE GROUND INSTRUMENT SURVEY. ,� �; c� 205 Worcester court suite A4 548-3564(PROD 7. ELEVATIONS SHOWN ARE BASED ON THE �� t� �� Eo�� fa lmouth ma. .02540 508 548-9672 (FAX) NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: L.C. PLAN 18041-D = _ i inch = 20 ft DRAWN: LAC CHECKED: : M MCOURT 212126SP.dw JOB NO: 212126 DWG. NO.: 74-3-21DI SHEET 3 OF 4 i