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HomeMy WebLinkAbout0127 CAP'N CARLETON'S RD - Health 127 CAP'N CARL ETON'S jzcx cotuit A = 038 - 037 7 TOWN OF BA41VISTABLE LOCATION I 2-`'I 0I GE#26/ q 1 VILLAGe 0 ASSESSOR'S MAP&PARCEL ' 0� INSTALLERS NAME&PHONE NO.:R-1.&V t I 61IS111g,lion RPAIAA-'k'S A &Y 10 0 0.1 LEACHING FACILITY:(type) "rl 'l J�fGLJ-6 r-:� (size)5'* )K NO.OF BEDROOMS OWNER 4- �� f rl PERMIT DATE:fs- 2:� I Ll COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within' ' 300 feet of leaching facility) Feet FURNISHED BY 2 'All Rear $ � a l�hA i VenT '77I D FRO1v-r �.� e I a q&5 A' —� 4 2 5 " �G I1' 1 3 ' gel —7— 1 L,, � It No. 133 FEE C®MMOWEA]LTa OF MASSAC14USETIS Board of Health, 90—N'�'f , MA. APPLICATIO N FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade° Abandon( ❑Complete System Xl Individual Components Location 92q C1W Owner's Name ®St - Map/Parcel# 3 Address 2 °0 UnLOW QN. Lot# Telephone# S Installer's Name J u� ca Jh Designer's Name Address ` U Tt-A Address 1fi . WLW Telephone# pw �' lephone# ON- W34 r l Type of Building 'AY - t Lot Size tD t799 sq.ft. Dwelling-No.of Bedrooms Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures rr�� Design Flow (mi .required) gpd Calculated design flow Design flow provided 3 gpd Plan: Date �� / Number of sheets ! n Revision Date Nll /.4 Title CA) S I`7� '�ii4" �G �15(7l?Sr!{C- l�i� �'�i�3 /��Q �� 17i7 V � Description of Soil(s) - 4 5.�. �j`%UA t,v ALA �N C?t7" b ra Soil Evaluator Form No. i l Name of Soil Evaluator TI OA 'UNNPr Date of Evaluation S y DESCRIPTION OF REPAIRS OR ALTERATIONSLtMI.GX(mil AIf� g Gf- i'r W The undersigned a s to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to to place the em in operation until a Certificate of Comvliance has been issued by the Board of Health. Signed Date Inspections :+,t*a"�e/Y'4�:+9nj�•l�i'4Fr`}af�'^�+'"''�S'"is*„"#r'^^��'�qr _ ..^, n .. ,; � ��'� ,}°t^"y''''°�.�*ri` ^ - 2 No. !�0 I -1 ',7 3 �.�.�tl � � -�.T- 'r �/k FEE / 'COMMON MASSACHUSETTS Board of Health, P MA. APPUICATION FOP, ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construck( )"Repair( ) Upgrade Abandon( ) ❑Complete System 1 Individual Components F tion 12•I l��� G�� N a� Owner's Name/Parcel` 3g 3 -"� Address 'Z `� � Ql)_ Telephone# r 4Installer's Name J / J�14e4 JA CJ - Designer's Name Address �,` Y „� �,. q4 C,S` � � Address t�� � s� M� Iv t l9 y Telephone# �d�_T lephone# Type of Building Lot Size�9L sq.ft. Dwelling-No.of Bedrooms t 3 t Garbage-grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria( ) -._..Other Fixtures Design Flow(mi requ}ireUd) gpd Calculated design flow = Design flow provided 35'0 gpd Plan: Date Zq 1 1 Number of sheets Revision Date Title ON Slrr !�,u6t,f_ hlSpdw W? 39 PW LL f22 Cht°/ -CA4;,r-rZWS 12,) .. IDe'scription of Soils) _�, s � � L'f' Y SA'/) . o ` (104 s"-o eJ" Soil Evaluator Form.No. I( Name of Soil Evaluator Tt M hj,E PA I' Date of Evaluation qI z, DESCRIPTION OF REPAIRS OR ALTERATIONS K CV U t'1= g l�l NC. 6) c:w p 1 T L"J NI (,H CA-28Gl y (Nr The undersi red /tostall the above described Individual Sewa a Dis osal S tem in accordance with the rovisions of TITLE 5 and � � g P System P further agreesItoto place the systm in operation until a Certificate //o--f Co m fiance has been issued by the Board of Health. Sign,?d Date Inspections ` No. C "1 / 3 FEE ! COMMONWEALTH OF MASSAC14USETTS M1 ! Board of Health, e�STa"'ul,( MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at I�, ('4?'a C�F4Z(,,C i Q ay Coiy)7 has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.OD H 1 33 dated App,oved Design F ow,Ny 30 (gpd) Installer ! .A /Av1. O 111• . if l Designer: Inspector: 11a Date: (g The issuance of this permit shall not be construed as a guarantee that the system willafunction as designed. No. ZD I L (33 i FEE COMMONWLALT14 ®f MASSAC14US ETTS L�fi0-Q S !+ l_( Board of Health, , MA. DISPOW SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at 125 rye rN AUX T V,2 e n- t 1 :T as described in the application for Disposal System Construction Permit No. g.C')� dated y �1 Provided: Construction shall be completed within three years of the date of th' er t. local con,itions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date t � �� •� 1't -hoard of Health EAug, 1.8, 2014Jr 8.50AM5a88336359 `RJBEVTLAO(;UA' No. 4389 P• . 1.P_ e2/02 Town of Barnstable Regulatory Ser' es Thomas F. Gezler,Director Public Health Division Thomas McKean,Director 200 Main Street,-Hyannis,MA, 02601 ° Office; 508-862-4644 . 508-790-6304 ` Sewage PenuAt#oQ� 7 ' r jAssessat'sMO o 7Dae Installer& Designer Certification.Form ' ear: G(ee_rl SeaA cnL/1 ' �e/y { t 660 S!! n � _ Des Installer: �__ -- l�fc.�c� 7� , Address: �`�9 Address: P dux �c�C On `� �� �1 J- c"1 was issued a permit to install a (date) l (inbtellez) septic system at �•� 61p q Carle.�I_S based oia a design drawn by � &}ytror%NA 6( dated q o�q �.0)y (designer) I certify that the septic system referenced above was instaUed subs•tanti4`y'nAccordin a, the design, which may include minor approved changes such as lateral relocation of-the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory, , I cerrify that the septic system referenced above was installed with maj ofJ changes<De. gre®tnr than 10' latexal,zeloc don of the SEAS or any vertical relocation of any coznpojn-Bnt /T�leptic system) but in accordance wig State& Local Rcegulations. Plan revision or d as-built by designer to follow. S tripout(if required) cted and the soils und sati.sfactaxy- a�kp1YH oa yRs s 4 U GARY D m nstaller's Signature) r CIVIL NoJ3253, N esi er ignattiue "+' (Affix Desi ere) PLF,ASE RETURN TO BARNSTABLE PUBLIC HEALTH DI'VISION. CERTIFICATE OF COMPLZA.NCE WILL NOT BE ISSUED UNT L BOTH THIS FORM AND AS- BUILT ARE RECEIVED BX THI;BARNSTABLE PUBLIC HEALTH DIVISION. 4-1offjce fo=\dwigncrocatificuion form,.doc r Commonwealth of Massachusetts CityTTown of Barnstable Form 9A - Application for Local Upgrade Approval 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 your local Board of Health to determine the form they use. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Facility Information Important:When filling out forms 1. Facility Name and Address: on the computer, use only the tab Theodore Barnacle key to move your Name cursor-do not 127 Cap'n Carleton's Rd. use the return key. Street Address Cotu it MA 02635 City/Town State Zip Code 2. Owner Name and Address (if different from above): Name Street Address Cityrrown State Zip Code Telephone Number 3. Type of Facility(check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: 3 Bedroom single family dwelling 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 1,000 gallon septic tank, d-box, 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): 6' leaching pit t5form9a Local Upgrade Approval.doc•rev.7/06 Application for Local Upgrade Approval* Page 1 of 4 Commonwealth of Massachusetts City/Town of Barnstable Form 9A - Application for Local Upgrade Approval 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 your local Board of Health to determine the form they use. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: 330 Gal/Day gpd Design flow of proposed upgraded system gpd Gal/Day gpd Design flow of facility: 330 Gal/Day gpd B. Proposed Upgrade of System 1. Proposed upgrade is(check one): ® Voluntary ❑ Required by order, letter, etc. (attach copy) ❑ Required following inspection.pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: Built a new SAS (16 Infiltrations Chambers) 350 al/day 3. Local Upgrade Approval is requested for(check all that apply): ❑ Reduction in setback(s)—describe reductions: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction ❑ Reduction in separation between the SAS and high groundwater: Separation reduction ft Percolation rate min./inch Depth to groundwater ft t5form9a Local Upgrade Approval.doc•rev.7/06 Application for Local Upgrade Approval* Page 2 of 4 Commonwealth of Massachusetts City/Town of Barnstable � Y Form 9A - Application for Local Upgrade Approval M 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 your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet.and outlet tees and high groundwater ® Use of only one deep.hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test ® Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined b TIMOTHY BENNETT SE2748 04/15/2014 Evaluator's Name(type or print) Signature Date of evaluation C. Explanation_ Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: System Design is in Full Compliance. Soils were Consistent and second Observation hole was not required by Agent 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: Alternative SAS is Being Used i t5form9a Local Upgrade Approval.doc•rev.7/06 Application for Local Upgrade Approval• Page 3 of 4 Commonwealth of Massachusetts City/Town of Barnstable Form 9A - Application for Local Upgrade Approval �,M s 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 your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: N/A 4. Connection to a public sewer is not feasible: N/A 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ® Application for Disposal System Construction Permit ® Complete plans and specifications ® Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ® Other(List): Barnstable BOH 1-7 check list and DEP Approval for General use 1-6 D. Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deliberate violations." � 1 Facility Owner's Signature Date Theodore Barnacle Print Name Gary D. James Name of Preparer Date 114 State Rd. Sagamore Beach Cotuit Preparer's address City/Town MA/02562 508 958 2501 State/ZIP Code Telephone t5form9a Local Upgrade Approval.doc•rev.7/06 Application for Local Upgrade Approval• Page 4 of 4 Town of Barnstable Re ulator Services Richard V Scalt, Interim Director s BA1 STAUE, Publk Health Division Thomas McKean,Director 200 Main:Street.Hyannis;MA 026t11 Office ::.508 $624644: Fax: ;5W790-6304: onleowner Certification`Form for Alternative Systems Property Address: 127 Cap'.n Carleton`s Rd. 38-37 Assessor's MapTarceh Property Owners Name:. Theodore Barnicle in accordance with lVZassachusetts DEl? alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record trust place. an,"x" in the: applicable box next to each lure certifyuig the information Yes N1A 1 have been provided a copy of the Title 5 ItA technology Approval letters. (1:5 page Standard Co ditions letter and the specific technology letter) Cl:i l have been provided with:the Owners s:Manual El I have been.provided with the Operation.and Maintenance.Manual For Systems installed under a Remedial Us.e Approval,:T agree:to fulfill txty responsibilities to provide a Deed Natic i as required by 310 CMR 15287(10) and the Approval F] Z For Systems installed.under a Remedial Use Approval, La fulfill n�y:responsibilities to provide written notification ofthe Approval to any new Owner. as required by 310 CMR...5 Mtsj L :lfthe design does not.provide for the use of garbage grirders,:the restriction is understood: and accepted 11 Whether or not covered.by a warranty, I understand the requirement to repair, replace, modify 'ar take any other.aetion:as required by the Department or the.L AA, if the Department or the. L,AA determines the System to be failing to protect public health and safety and the environment; as defined in 3'10.CM 15.303 1 Theodore Barn` e agree to comply with all terms arid.conditions:above:. operty Owners prime na Ie r � l Property OLvnets'Signa a e :Dote: This form must be submitted along with the septic 51.stem disposal works permit. ;application for at[ 11A systems including new construction, repairs\uparades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. 0:1S piic\1A homeowner certiricationA N y� Commonwealth of Massachusetts Executive Office of Energy cox Environmental Affairs Departmr of EnvironmentalF' aactit One Winter Street Boston, MA 02108.617-292-5500 DEVAL L.PATRICK RICHARD K.SULLIVAN JP, Governor Secretary DAVID w.CASH Commissioner APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15:000 Name and Address of Applicant: Infiltrator Systems,Inc. _ P.O. Box 768 6 Business Park Road Old Saybrook, CT 06475, Trade name of technology and model: High Capacity chamber,.Quick4 High.Capacity chamber, Quick4 High Capacity HD chamber, Quick4 Plus High Capacity chamber (8-inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard chamber, Quick4 Standard HD chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus Standard chamber (8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (8-inch invert), Infiltrator 3050 (Storm Tech SC-740) chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer 36 chamber, Quick4 Equalizer 24 LP (Low Profile) chamber (6 inch invert), and Quick4 Equalizer 24 LP (Low Profile) chamber (2 inch invert) (hereinafter.the "System"). Schematic drawings of the System and a design and installation manual are a part of this Certification. This approval allows the installation of the above identified chambers without aggregate. Transmittal Number: X259183 Date of Revision: April 11, 2014 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Infiltrator Systems, Inc., P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. April 11,2014 David Ferris,Director Date Bureau of Resource Protection Wastewater Management Program This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539.7622 or 1-617-574-6868 MassDEP Website:www.mass.9ov;dep Printed on Recycled Paper a Infiltrator-chamber-Infiltrator Inc, Approval for General Use—4-11-2014 Page 2 of 6 I. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 Quick4 Equalizer 24 16 x 48 x 11 6 Quick4 Equalizer 24 LP 6-inch invert 16 x 48 x 8 6 Quick4 Equalizer 24 LP 2-inch invert 16 x 48 x 8 2 Equalizer 36 22 x 100 x 13.5 6 Quick4 Equalizer 36 22 x 48 x 12 6 Standard Chamber 34 x 75 x 12 6.5 Quick4 Standard 34 x 48 x 12 8 Quick4 Standard HD 34 x 48 x.12 8 Quick4 Plus Standard 5.3-inch invert) 34 x 48 x 12 5.3 Quick4 Plus Standard 8-inch invert 34 x 48 x 12 8 Quick4 Plus Standard LP 3.3-inch invert 34 x 48 x 8 3.3 Quick4 Plus Standard LP 8-inch invert 34 x 48 x 8 8 Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.25 High Capacity Chamber 34 x 75 x 16 11 Quick4 High Capacity 34 x 48 x 16 11.5 Quick4 High Capacity HD 34 x 48 x 16 11.5 Quick4 Plus High Capacity 8-inch invert 34 x 48 x 14 8 uick4 Plus Hi h Ca aci 13-inch invert 34 x 48 x 14 13 1 Includes Infiltrator MultiportTm invert adapter attached to the side of the end cap. 2 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in- One 8 Endcap. 3 Only systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2 4Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in- One 12 Endcap. 2. The System is an open-bottom leaching unit molded from polyolefin resin. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. If the System is installed with stone aggregate then the "Effective Leaching Area" in Tables 2 and 3 is not applicable,.and must be designed in accordance with the provisions of 310 CMR 15.000. 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from end cap to end cap including end caps. Infiltrator-chamber-Infiltrator Inc, Approval for General Use-4-11-2014 Page 3 of 6 4. For new construction or upgrades, the applicant can size the System in a trench configuration, using the effective leaching areas presented in Table 2. Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites5 Effective Effective Model Leaching6 Leaching? Area Area SF/LF SF/LF Equalizer 24 3.76 N/A Quick4 Equalizer 24 3.90 N/A Quick4 Equalizer 24 LP 6-inch invert 3.90 N/A Quick4 Equalizer 24 LP 2-inch invert 2.78 N/A Equalizer 36 4.73 N/A Quick4 Equalizer 36 4.73 N/A Standard Chamber 6.53 N/A Quick4 Standard 6.96 N/A Quick4 Standard HD 6.96 N/A Quick4 Plus Standard 5.3-inch invert) 6.20 N/A Quick4 Plus Standard 8-inch invert) 6.96 N/A Quick4 Plus Standard LP 3.3-inch invert 5.65 N/A Quick4 Plus Standard LP 8-inch invert 6.96 N/A l Infiltrator 3050 or StormTech SC-740 N/A 6.71 High Capacity Chamber 7.79 N/A Quick4 High Capacity 7.93 N/A Quick4 High Capacity HD 7.93 N/A Quick4 Plus High Capacity 8-inch invert) 6.96 N/A Quick4 Plus High Capacity 13-inch invert) 7.93 N/A 5. Effective April 21, 2006, 310 CMR 15.251(1)(b)maximum trench width is 3 feet. 6. Effective leaching area is equal to 1.67 (bottom width+(2x invert height))for Systems 3 feet or less in width. 7. Effective leaching area is equal to 1.0 (3 +(2x invert Height)) for Systems with a width greater than 3 feet. g. The maximum trench width allowed to calculate effective leaching area is 3 feet. 5. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Tables 2 or 3, or additional reductions in soil absorption system may be allowed. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 6. For new construction or an upgrade, the applicant can size the System in bed or field configuration, using the effective leaching areas presented in Table 3. f ` S. Infiltrator-chamber-Infiltrator Inc, Approval for General Use—4-11-2014 Page 4 of 6 Table 3: Effective Leaching Area for Bed or Field Configuration New Construction and Remedial Sites Effective Model Leaching9 Area SF/LF Equalizer 24 2.09 uick4 Equalizer 24 2.23 uick4 Equalizer 24 LP 6-inch invert 2.23 uick4 Equalizer 24 LP 2-inch invert 2.23 Equalizer 36 3.06 uick4 Equalizer 36 3.06 Standard.Chamber 4.73 uick4 Standard 4.73 uick4 Standard HD 4.73 uick4 Plus Standard 5.3=inch invert 4.73 Quick4 Plus Standard 8-inch invert 4.73 uick4 Plus Standard LP 3.3-inch invert) 4.73 uick4 Plus Standard LP 8-inch invert 4.73 Infiltrator 3050 or StormTech SC-740 7.10 High Capacity Chamber 4.73 uick4 High Capacity 4.73 uick4 High Capacity HD 4.73 uick4 Plus High Capacity 8-inch invert 4.73 ,LQuick4 Plus High Capacity 13-inch invert 4.73 9. Effective Leaching area is equal to 1.67 times bottom width only. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot exceed the maximum allowed under the secondary treatment units approval. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. II. Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval, the System shall comply with all the "Standard Conditions for Alternative Soil Absorption Systems" ("Standard Conditions"), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in flow, for Infiltrator-chamber-Infiltrator Inc, Approval for General Use—4-11-2014 Page 5 of 6 which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system, provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements of the Standard Conditions 4. The System shall be exempt from the minimum inlet spacing requirements of 310 CMR15.253. 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is installed in trench configuration, then the system shall comply with these requirements: a) Length(each trench) 100 feet maximum(310 CMR 15.251(1)(a)); b) Width(each trench) 2 feet minimum to 3 feet maximum(310 CMR 15.251.(1)(b)). -Chambers greater than 3 feet wide, when specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area,three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(1)(d)); d) The effective leaching area shall be calculated using the bottom area and a maximum of two feet(per side) of side wall area for each trench (310 CMR 15.251(1)(e)); e) Trenches shall be situated, where possible, with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines (310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the separation distance between the excavation sidewalls of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater(310 CMR 15.251(4)) - Chambers greater than 3 feet wide,when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and Infiltrator-chamber-Infiltrator Inc, ` t Approval for General Use—4-11-2014 Page 6 of 6 h) Effluent distribution lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (310 CMR 15.251(11)). 7. When installed in trench configuration, approved Alternative Chambers greater than 3 feet wide: a) shall be installed with a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area, three times the actual width of the chamber; and b) shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration, the System may be installed without distribution piping, but must comply with the following requirements in 310 CMR 15.252: a) the use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field(310 CMR 15.252(1)); b) the maximum length of chambers in series shall be 100 feet (310 CMR 15.252(2)(b)); c) separation distance between adjacent beds/fields shall be ten feet(310 CMR 15.252(2)(0); and d) the effective leaching area shall include only the bottom area, not the sidewalls (310 CMR 15.252(2)(i)). 9. For Systems constructed in fill and installed, the System shall be installed as specified in 310 CMR 15.255- Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. Town of Barnstable P# VIE, Department of Regulatory Services n Public Health Division Date 2 0 Main Street,Hyannis MA 012601 Date Scheduled Time Fee Pd. Soil Suitability,Assessmentfnr Sa iqalPerformed By: Witnessed.By- � ' LOCATION&GENERAL INFORMATION Location Address 127 Cap'n Carleton's Rd Owner.a Name Bamicle,Theodore Add. 127 Cap'n Carleton's Rd Assessor's Map/Parcel: 38/37 Engineer's Name Tim Bennett,Green Seal Env. NEW CONSTRUCTION REPAIR _ Telephone# 508-888-4868 - Land Use G�a-�„ slopes(%) �' ' Surface Stones. Distances from:Open Water Body -�� ft Possible Wet Arco Nov tt Drinking Water Well N R Dminage Way %0 ft Property Line •f 7 tt Other ft - - SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) y f co te�an.- d © Parent material(geologic) � (/�G I r1{.,r DU rtA//�`f� Depth to BedrockN Depth to Groundwater:Standing Water in Hole: //O N i- Weeping from Pit Face 1(/40/Vrl - 2 �-' - - Estimated Seasonal High Groundwater � ' DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 'O'L—)^J Gi.tJ. Mi►O > Depth Observed standing obs,hole: /(/GN°ti Depth to soil mottles: . Al 0r 4- in. Depth to weeping from side of obs.hole: it/JN Groundwater Adjustment R. Index Well# Rending Date: Index Well.level Adj factor Adj.Groundwater Level y PERCOLATION TEST DatesTime Ov Observation , Hole# I Time at S Depth of pert 70 Time at 6" Start Presoak Time Q Time(9"-6") End Pre-soak - Rate Min./Inch Site Suitability Assessment:Site Passed y Site Failed: Additional Testing Necdcd(Y/N) y s 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. QASEPTICtPERCFOR4DOC , DEEP OBSERVATION HOLE LOG Hole# / Depth from Soil Soil Soil Color Soil Other Surface(in.) (USDA) '(Mumcll) Mottling (Structure,Stones,Boulders. Consistency.I('mvcl) D /o yA 2 SaNv ti��'P'�l `oosE �- 30 7. S,* 30 I Zo t c /0 W2 '-6A4 S t- S'AtJ O DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Soil Soil Color soil - (JOter Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones,Boulders. f:raveh DEEP OBSERVATION HOLE LOG Hole'# Depth from Soil Soil .Soil Color Other Surfhec(in.) (USDA) (Mansell) Mottling (Structurc,Stones,Boulders. Cnnsistcney.%tirnvel) • r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Soil Soil Color soil Other Surface(in.) (USDA) - (Munseli) Mottling (Structure,Stones,Boulders. Consistency.%Cmvel) 4 �1 Flood Insurance Rate May: / Above 500 year flood boundary No_ Yes 1/ Within 500 year boundary No '� Yes_ Within 100 year flood boundary No V Yes Depth of Naturally Occurrine 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? ef4 S If not,what is the depth of naturally occurring pervious material? r Certification I certify that on 12, 0 Z(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise ud r eri ne described'n 3 10 CMR 15.017. Signature ,4 S� Z-74 � QMEPT►CTERCFORKDOC I ' 11 C n �-f/IT�eT�/✓+ ..° sewer Permit No. Location • / taetaller'e Name and Addrae Builder's Name and Addeeee --S, Date Permit Issued: 211.2 1s f Date Compliance Issued: r s� too } } 5 ' No... ................. • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................OF............ Appliraftou for Dhipasal Works Toustrurtion err t# Application is hereby made for a Permit to Construct N) or Repair an Individual Sewage Disposal System at: ......4.0.L_47.. .. ...L L .. ./ ..,Vd------------ ---------------------------------------------------------- Location•�,Adess .... or Lot No. ...71 �............ Q....�. t....... ..................... Owner Addres? ............. . .. ... ........................ ..........a.� Onstaller Address Type of Building Size feet U . 13 Dwelling—No. of Bedrooms............................................Expansion Attic 00) Garbage Grinder (AD) 04 Other—Type of Building ............ No. of persons-3...................... Showers Cafeteria Othprfixtures ................................................................................................................................................... Design Flow......... ---�/40-------gallons(per perso4 per day. Total daily flow--------- 3-C k..........................gallons. 9 Septic Tank—Liquid capacity.1.0.00-gallons Length___�.—' &_". Width.,_......... Diameter________________ Depth.�_a...... Disposal Trench—No..................... Width.................... Total Length___.........._...... Total leaching area....................sq. ft. Seepage Pit No.............I iameterJZY:-j(a...... Depth below inlet...-...._...... Total leaching area.2?_t�......sq. f t. Z Other Distribution box L��p Dosing tank c." Performed by. --------- Date.. Iq.07............... 4 Percolation Test Results ­� Alf I....... �y - Test Pit No. I_.4_2____.minutes per inch Depth of Test Pit...14,eel.P.... Depth to ground 4 1 laterA/P.-✓ �-4 Z ...... Depth to ground water_.__.!A................#1 44 Test Pit No. 2....<- -----minutesper inch Depth of Test Pit../I_*----- . P4 ............................................................................................................................................................. 0 Description of Soil-.....A -LMt-v.......... CC+510.......... . ......................................................................... x U ........................................................................................................................................................................................................ W ­Tn��7 --A- . - I ............... ----------------------------------------------------------------------------------P,3191............................................................................ U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------..................................... ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT Li: 5 of the State Sanitary 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. .................... ApplicationApproved B ...... .............................................. . ................................ ---- ---- Date I in reasons- ...... ............... .................................................................................. Application Disappr Approved e following reasons:......... ........................... ...........................................................I............................................................................................................................................. Date PermitNo......................................................... Issued....................................................... Date ----------- ----------- .................. • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliratiun for UiupuuFal Workii Tonstrurtion Errant Application is hereby made for a Permit to Construct �V or Repair ( ) an Individual Sewage Disposal Syst6n at r-y ... l — f -- -------------------- tt Location�Ad esso ....... ..... . ---_.:?1.!__ sr .. .......... ...•-•--...........................-. .......... -1`...................- - ' Owner �-•.•..-... AddLr ss WC_.... f. icf.dG .....Z. .. -------- � .:2 G.:... ._ . r t S c fr:T.. ...f....I.:. � ..... : Installer Address Type of Building Size Lot.C.J�_9LJ rj_ -----Sq. feet Dwelling—No. of Bedrooms............................................Expansion Atticho ) Garbage Grinder-k ) aOther—Type of Building N ._w No. of persotk,%3_--_-_--_----------- Showers ( ) — Cafeteria ( ) Other fixtures ------------------------------------ W Design Flow......... j{"`; /L..................gallons(per person per day. Total daily flow_____ .............................gallons. WSeptic Tank—Liquid`capacityP_Y ...gallons Length................ Width................ Diameter________...---_• Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total.leaching area--------------------sq. ft. Seepage Pit No...........(-------- Diameterh)...ia'....... Depth below inlet6............... Total leaching area=1 .........sq. ft. Z Other Distribution box Dosing tank '—' Percolation Test Results Performed ... ... v�4........... Date Test Pit No. 1 minutes er inch Depth of Test Pitd �,,.=` .•-•---- P P '-.�r------. Depth to fi, Test Pit No. 24�.Z.......minutes per inch Depth of Test ......... Depth to ground water__?!.................Y. a ----•-•--- ---- . -----•..._----- ...--- .............................•--••---•---••••---------••-•---•--••--••---------- 0 Description of - - x ; . VNature of Repairs or Alterations—Answer when applicable............................................................................................... ----------------------------•-------------...-•-------------------------•----------.........-----...-----....----------------------------------•-----------------•----------------------....-------••--• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary 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. Zia, Application Approved B ::....__..._.. ....-•...................... Date Application Disapprov for t following reasons:............................................................................................................... -••----•---------------•-•-•-•-----•------.......-•--------•-..........................••...........................•••.... -----•........ Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................................OF........................................................................... Tatif iratr of TouapliFaurr TO CERTIFY, the I ' id 1 Sewage Disposal System constructed ( or Repaired ( ) by----- ------------_- --- ,. ••--.. ..-_...... -- --••-...---------••-----•-•--------•-...--•---•---•------•------•----•-----•••----..._.....--•-••-•--------•---- / jfjyInstaller has been installed in accordane with the provisions of TEf The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated----------------- _....-_ ----------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WI FU C ION SATISFACTORY1100 . 7 DATE.... ............ ------------------------------------------------ Inspector..-- ----- •------------•-------•-----•---------•---------•------•---•--•--- THE COMMONWEALTH OF MASSACHUSETTS a 45/9 ...........:.........:...............B.OF:RD....®F....HEALTH.._...._...---::.-----------......... L N ...... . . FEE-...................... Permissioni eby gra ed -=------ -- . .....-•-•---------------------------•-•-----------.......----•--•----..........--••-----.••--- to Construc or—.ep Ind 1 �. -sal System t . at No.. = ----- -----------•------------------•--•----------------------------------- .......... Street' as shown on the application or Disposal Works Construction Permit r ----------- Dated.......................................... -------•---------- ---------•-----------------------------••...---••......._.........._ . Board of Health DATE----•---•----------------••------.....--------•------------.....--- FORM 1255 A. M. SULKIN, INC., BOSTON MAP 038 PARCEL 036 #115 CAPN CARLETONS RD. l _ N/F /l DESIGN CALCULATIONS WAL TER F. & BARBARA A. HEYDE / CAPACITY REQUIRED - RESIDENTIAL USE: :enter For the Arts `tia� Qyo�S S 15 44 22" E �� vo aF RC 160.00' RC DESIGN FLOW: �a 'P �44/ SET C14 I SET 3 BEDROOMS 0 110 Gal/Day I 330 Gal/Day REQUIRED c I CAPACITY PROVIDED: e I SEPTIC TANK: DESIGN FLOW = 330 Gal/Day a MAP 038 I REQUIRED SIZE x 660%Gal/Day C cpC 3¢6238 8.0 SHED 100.8 `y I -�100.8 PARCEL 037 I SITE ZMZN LOT 1 7 I LEACHING FACILITY: 100.9 AREA. 20,799± Sc�.FT. I DESIGN PERCOLATION RATE: <5 MPI +1012 /r` I TEXTURALSOIL CLASS: CLASS LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/SF I +101.3 `1 1 AREA REQUIRED: 330 GPD/0.74 GPD/SF = 446 SF 0 / I / USE HIGH CAPACITY H-20 INFILTRATOR CHAMBERS LOCUS MAP I / AGGREGATE FREE - BED CONFIGURATION NOT TO SCALE o +101.1 / NUMBER OF CHAMBERS REQUIRED: 446 SF/4.72 SF/LF = 94.2 LF NOTES 94.2 LF/(6.25 LF/CHAMBER)= 15.1 CHAMBERS \ I BIT. DRIVEWAY USE(16) CHAMBERS - 4 ROWS OF 4 CHAMBERS = 16 LOCUS: 127 CAPN CARLETONS ROAD \ II < 16x 6.25 LF x 4.73 SF/L.F x 0.74 GPD/SF =350.02GPD COTUIT MA 02635 EXISTING 1000 GAL. I O MAP 038 PARCEL 037 \\ TANK WITH PVC I SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER \ TEES TO REMAIN WOOD DECK \ o � OWNER: THEODORE M & DOROTHY L. +100.7 / I I\\ LEACONCHNGOFACILTYAL TERNATIVE \ I BARNICLE DESIGN PERCOLATION RATE: <5 MPI \ I \ SOIL TEXTURAL CLASS: CLASS 1 99 \ I \ _Lli 0 LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/SF \ I � AREA REQUIRED: 330 GPD/0.74 GPD/SF = 446 SF LEGAL: LC 34623B \ \ o C95980 \ �. USE 18' x 30' LEACHING FIELD\ 6 +1 1.5 2 STORY I GRASS \ \ EXISTING SEPTIC SYSTEM WOOD FRAME MAP 038 PARCEL 003 3 �`�\ \ AS SHOWN ON BON 3 BEDROOMS \ 3 AREA PROVIDED = 16' X 30' = 480 SF #365 SAMPSONS MILL ROAD O �� \\ 0AS-BUILT TIE CARDS BAY WINDOW F.F. 103.3 I BIT WALK \ rf1 CAPACITY PROVIDED =480 SF X 0.74 G/SF = BENCHMARK VJ RICHARD KOPPEN ^. o \ 16 I �) o � BENCHMARK \ . I / r- 355.2 GPD ok \ ^ RC SET EL. 93.46 \ I O ASSIGNED to 18 98 `� +99.6 +96.4 �`�\ 18" 99.8+\\ \\ CUT AND I I w \ EXISTING LEACHING CONNECT TO +1 7.1 I APPROXIMATE WATER LINE LOCATION J FLOOD ZONE I FLOOD ZONE "C" AS SHOWN -PIT AND D-BOX TO \\ P PIE�NG / l ON FEMA 2500010018D BE ABANDONED IN \ +101.2 67.3 r � REVISED JULY 2, 1992 ACCORDANCE WITH \\ -__ / V TITLE 5 \\ \\PR4OED PROPOSED S.A.S. (16) C, LEGEND HIGH CAPACITY ,�10"" 16 x 30 21.5' � INFILTRATOR CHAMBERS99.3 CONVENTIONAL o r 1 UNDERGROUND WATER 99.7+ \ NAGGREGATE FREE RESERVE AREA1/2. NANDLE SYSTEM LAYOUT SANITARY (WE +98.2 , +99•2 t +loos CONFIGURATION FOR CONVENTIONAL -56 MINOR CONTOURS 4 OPTION \ 55 MAJOR CONTOURS ' \ TREE LINE 18 FILT 0 25.0' \ LOCAL UPGRADE APPROVAL ( - - - - - - - I THE FOLLOWING WAIVERS ARE REQUIRED FOR A LOCAL SEWER I ` +100.7 SPOT ELEVATION FIFE � �\ .\ ► UPGRADE APPROVAL IN ACCORDANCE WITH 310CMR15.405: 10' -------------------------1< _rI (k) TO ALLOW THE USE OF ONE TEST PIT IN THE AREA OF I � � THE PROPOSED SAS. RC � IRON ROD WITH CAP SET _ SET FILTER `� �.\ 30", \ ' 8 I i / GASKET �\ �\ oQ I I 0 TREE OTHERS Dry ; 100% RESERVE AREA GAS BAFFLE I TP 1 I I / 6 OAK ZABEL A1800 RESIDENTIAL SEPTIC TANK EFFLUENT FILTER FOR SINGLE FAMILY HOMES. `� �\ L �� �__-__-_____________� - \ o�, y9cy PINE (800) 221-5742 � ��'~ s� \` J GARY FLOW RATE: 800 GPD. �. CNI NO.WOODS �� PROPOSED VENT °L' INSTALLATION: FITS ANY 4" SANITARY TEE 90 0 5 10 20 AND SEWAGE PIPE USED AS A `� 15" I F ois ` F SEPTIC TANK OUTLET BAFFLE. RC `� \ RC �I METERS EXTEND SEWAGE PIPE AT LEAST SET `� 160.00' sET FEET ONE INCH BELOW BOTTOM OF �`� MAP 0.38 PARCEL 038\�`� �N 15 44 22" W ! FILTER CARTRIDGE GASKET. BENCHMARK �\ OBSERVATION PORT I 0 10 20 30 40 THIS MAPPING IS MADE FOR THE RC SET EL 93.46 #139 CAPiVNIFLETONS RD. �\ BROUGHT TO FINISH I GRAPHIC SCALE 1" = 10' PARTY NAMED HEREON, HIS OR HER (ASSIGNED) GRADE ELENA M PARErn (TYP) �� I' ' MORTGAGEE AND GUARANTOR, . '`,, ��, �NOTES AND SPECIFICATIONS EXCLUSIVELY: NO FURTHERTEST PIT INFORMATION LIABILITY IS ASSUMED. EXISTING RISER TO FINISHED 1. All risers to be watertight. \` DEEP OBSERVATION HOLE LOG 1 FIFE FINISHED GRADE INSTALL RISERS TO IRRIGATION 103.30 USE EXISTING GRADE W/ LOCKING OBSERVATION PORT WITH OX COVE 2. All joints to be watertight. apTM '2014 Green Seal Environmental, Inc. FINISHED GRADE WITHIN 6" OF SURFACE SOIL SOIL U11Elt(SIRIICNRE TOP OF TANK DEVICE ON COVER SCREW CAP TO BE TO GRADE 3. All pipes to be Schedule 40. FEET INCHES SOIL TEXTURE COLOR SOIL HORIZON U OOIgSoa;WAM) 100.8 FINISHED GRADE BROUGHT WITHIN 3" OF EL.=100.3 (USDA) (MUNSELL) MOTTLING ���� 98.71 4. The system will be aggregate free. REVISIONS FINISHED GRADE FINISHED GRADE. 5. All components to have a minimum of 9"and a maximum of 36"of cover. o-a• A LO,M toYR 2/t LOOSE0-5x GRAVEL GRAIN 100.9 MAX Po 1 6. Contractor to verify all elevations and utility locations prior to construction. Any differences shall be 9" MIN. 24" CHARCOAL brought to the attention of the engineer. 2 8-30- B SAND 5YR 6/ LOOSE,- GRAIN 36" MAX CONNECT TO FINISHED GRADE VENT 7• All septic system components to be marked with magnetic marking to EXISTING OUTLET PIPE 100.0 MAX P y 9 9 tape. ELEV=97.334� 8. There are no known conflicts with Title V, Section 15.220(4)(k) 3 r-TOP EI... 97.00, PROPOSED S = 2% MIN �-------J 3" MIN. 3" MIN. (SEE PLAN) (location of public and private water supplies) 4 I INVERT EL.es.58 I SYSTEM L=VARIES FT TOP OF CHAMBER 9. There are no known sources of water supply, streams or drains within 100'of the remises. I LOCATION " ELEV = 97.0 12 MIN. P 5 L@4JIQM 6 12" 9" L= 50.7' FT. S=VARIESFT/FT GEOTEXTILE 12" MAX. 10. There are no known wetlands within 100 of the proposed system. DATE DESCRIPTION INIT. S= 0.01 FT/FT a SCH 40 FILTER FABRIC 4" SCH 40 3" !!! 11. The existing system is to be abandoned in accordance with Title V. 6 cS� ,OYR e/4 LOOM, GRAIN _ 2 PVC PIPE --- ------ ------ ------- ------- -- - --- 3o-t2a C -,- PVC PIPE 4" SCH 40 - 12. A Zabel Filter is to be installed at the outlet the of the septic tank. 7 VEL 12" INSTALL--_j,._ PVC PIPE 13. The Zabel Filter is to be cleaned on an annual basis. ZABEL 14"* 6" " 16" 14. Use(16) High capacity Infiltrator chambers, with a 6"space between the 8 ON SITE SEWAGE DISPOSAL 4'0" MIN. FILTER MIN. 11 chambers in an aggregate free bed. ( See DEP approval letter VV036726) Revised April 11, 2014. 9 SYSTEM UPGRADE PLAN LIQUID DEPTH (SEE DETAIL) INLET INV. � r ': .�. 15. The locus is not in a nitrogen sensitive area. CORROSION 96.82 16. Components not to be backfilled or concealed without inspection by BOH and permission obtained from 10 EXIST. HOUSE RESISTANT�� BOH. INVERT TO INFILTRATOR CHAMBERS 11 MAP 038 PARCEL 037 REMAIN GAS BAFFLE 17. High capacityinfiltrators are not approved for H-20 loading without aggregate, and are not intended for H-20 loading DB OUTLET INV. 4 ROWS OF 4 CHAMBERS in the aggregate free configuration. 12 • - - - EXISTING L=25.0 18.The utility information shown on this plan has been compiled from surface evidence and record plans. before 13 � 27 CAPN CARLETONS RD. * INSTALL PVC TEES IN TANK OUT INV. construction, the appropriate utility company and dig-safe 888-dig-safe should be contacted. EXISTING 97.38 TANK INLET INV ACCORDANCE WITH TITLE 5. 5.37 BOTTOM CHAMBERS 14 9) 6" CRUSHED STONE 95.67 NO GROUNDWATER ENCOUNTERED AT ELEV=90.3 COTUIT, MASS. INVERT ELEV.EL=96.58 (2% Min.) Finish Grade SOIL EXAMINATION PERFORMED BY: TIMOTHY BENNETT SE2748 *ALL INVERTS TO BE VERIFIED 12" MIN. BY CONTRACTOR PRIOR NO GROUND WATER ENCOUNTERED AT EL. 90.3 NATIVE.BACKFILL . 36" MAX. TO CONSTRUCTION. SIEVE ANALYSIS TABLE r e e� Green Seal Environmental, Inc. „ 114 State Road, Building B 11" 16.0 NO. DATE RATE NOTES FsL Sagamore Beach, MA 02562 6" SPACE 1 04/15/2014 <2MP1 CLASS I Tel: (508)888-6034 EXISTING 1000 GALLON PROPOSED PRECAST CONC. PROPOSED SOIL ABSORPTION SYSTEM BETWEEN Fax: (508)888-1506 TANK TO REMAIN DISTRIBUTION BOX (16) HIGH CAPACITY INFILTRATOR SYSTEMS 34"---� CHAMBERS www.gseenv.com DB-5 H-10 4 ROWS OF 4 CHAMBERS WITH 6" SEPARATION (�•) 12'-10" (4 ROWS) (4 ROWS WITH4 CHAMBERS IN EACH ROW) WITNESSED BY:DONNA MIORANDI, R.S DRAWN BY: JDP DATE:04/29/2014 SYSTEM PROFILE (not to scale) END SECTION (not to scale) CHECK BY: TRB SCALE: 1"=10' JOB # BARN-2197 SHEET NO. 1 OF 1 NOT TO %S'C/74 E- TO.o FO/V. f-/,V/Sy Ca,E'gpE SD• D F/N/S.�-/ G�P•�70E OVER ,c-/N/S1r �RgOE OVER OJST. QOa( © O .�/N/S/-/ G.PgL�E OVEiE' SE.o T/C 77-47A44t' L EACf•///V�' P/T 30" � /2 M//v COVE T CONG'. 0,0 ' 36 � �e,- /IV, CEO �g,p/C� y� MO.P T.9�P TO COn/C.PE TE CO VE-R - — — /2" BEL O1✓ G•Pq�E M/N. r✓T. /O 4 L B S. f' oU TL E 7- .4=)/PE L EVEL O O �PEq•STONE 760 C.I. OAP .o Y.G'. TEES 47..� I' ►ry I �I .S 0UTL ET / 00�'i e EisM'r. FL.P. SAL L O/1/ O/S T"R'�9 C� ?-/ON EL. �L�Q_ /NSTgL L ON LEVEL Bq.^E `3�Q TU /�2 6 - I .oREC.9ST CONCRETE j✓As.yEo _� f- ig416 ST I /O RE/NFORCE10 CONCiPE"TE a T,C741 ON /VOTE. EXCc7Vg7-E TO ELE1! 37d,Y O.Q I _ LOW--,e TO .PEMOVE .qLL L0�9/"! O.P CLAY Mf�TER/•�7L BELOr✓ TiS/E L E.�7C.Sf/NC, .S�.PE/7. 2 :� `• 011, .PE.oL.9c.'E EXCgVgTEL7 M•QTE.P/f7L 1"✓/T�/ 'O CL E•q/V�CL.9 Y-EPEE �r,P.Q VEL. A C T/✓E O/•9ME TER GE•�ERf�'L NO �''"E'S / Q" O/ ALL ELEY.'S SNOwN Bf7SE0 On/ •9 S S✓`FEZ; L EF Cam//�/G A/7- �O O .47LL .�/PES /N SYSTEM MUST BE C,9.5'T/A-OA/ PRECAST CONCRETE OR SC,�/Elot/L E- QO F�V.C. /NST,9L L ON LEVEL B/7SE LEACHING PI t 30 T.NE B O.4,P0 O F �/M(/ST B E /VOT/F/EU I✓.�/EN C0NST•P41CT/0A/ /S COM.oL, � s — '' TO B•q c.�F iL /n/�, . OAS S ER Vim T/O/V A/T ; / 1, 000 SALLON 40 qNY CN/ AI ,ES /N 7/-//S .�G.9N MU�'�'T BE .q oP�PO✓Ep TL" /1� PRECAST CONCRETE BY 60f,7.PO OF,�,'E.9G T.�/qn/D 7'h'E ENS/NEE.Q ,oLc-,pCOL qT/ON /2•gTE SEPTIC TANK ON T,r,'/S .o/-.9N < r/ �' O M.9TER/,qL S qN0 /NST9LL.9T/ONSfIgLL BE/,1/ /V/TiVES'SEO By ., / /7CCO•?0,AVN0E- W17-1-1 T,L/E 677.477-E' SF7N/T.9.PY T/TL 6- ✓ .QAVO L OCgL .9,�.oL/C/78 L E- ,�Ro,aos�o I ,PULES 171V0 8,0.P�-GUGgT/ONs. . 1e^1:6• BO. OF ,�,1E.9LTiy OES/GN O�T/�7 ,� ' 6t P'^� . CiA•F', ti \ 6O. /VO.PTy .9.P FOh✓/s NOT T`O BE US'E0 FO.e -- iv�� ,ems�;°? z2• SOLA�P .��:f',aosE"S NU/+9�ER OF BZ-OA OMS -37- c , .� GgRt3.gcE .D/S.oOSAL o ,37''---} �— 0 FL 0 00 ,',�.�7z,9.QL> 'Oi1/E O / 336 7ON./i��' WF)?"E0.9/LY PLOD/ G9L. U jt/iq TE.P SU.�.�L Y SE.o T/C T.gN.t- AFEQ'!>. dl�0 Z-U 7- /7 5'/OEW.S74 L gRE.9 /,98 S.F. xa' O T TOM .._...- ; ' EL E V.�7T/ON EX/S T - rO � OBSE".PV•9T/O/'/ .a/T �] O/ST.?/6GiT/ON BOX / OF ,A 0 0 M/n//MUM COO E O/S T,q/V C E +� t� )�+q�s + TF,AND �,PE-.PAlPEO P/T �� �s, 39aS' �✓/ �,���'�'S7`���r.�``�'' TED BARNICLE .�l LOT 17 CAP N. CARL ETON S ROAD G:��,�1"� BARNS TABL E - CO TUI T -- MASS � LOT ,¢fj?a'� /�/.�E /NVERT Et E✓F'T/O/V ��� r�� .aG qN SC�4G E / so .oR O.�E.P T Y L/N E � p��i �,� ei d� s' O/q'TE f • at. // /.g tS'-j�tr - ^� C�4.oE � /SL.�7NOS St/•P✓EY/N�, � //VC. N, fl" SC�7LE'•' AS NOTEO ,40. 8O)C .9151-Pr 7-,E-,.177-/CKE7-1 ,,�^�.�.�`'`„ • �• •oL FAN NO. .' ,�`!'r0�r•�