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Home My WebLink About1388DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.81 -1 -2 BOX 13 I L I I', �' , W L I - o - ' rl - ■ CH SI'. Mix PEF�Y 11Y li:aL \Y 1iwa+L/ Name & Relationship (i.e, owner,tenant, etc.) DATE TYPE FACILITY PHONE PROPOSED INSTALLER �i G' S pro (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location may require submittal of proposal from licensed professional eriginEer or registered architect. ;, -• _- Proposal Proposal Disapproved 's Signature'& Title / Date roposal approved with the following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. C. Location of installed canponents tied to two fixed points (e.g.,house corners). d. System description (e.g., 1250 gal. concrete septic tank, three precast 6' diam. x 6' deel drywells surrounded by one foot + gravel). e. Installer's name and number. 3. System repair to be performed in accordance with the above proposal and conditions. I, as owner, or reported agent of owner agree to the above conditions. r TITLE �; ;1. ,i • '� ;'. + DATE l SIGNATURE rr/ QP�S: vhite (PO•D); Y&lcw (Tam HE); Pink (APpl.i=*) /VIP a 0 SITE , e Name & Relationship (i.e, owner,tenant, etc.) DATE TYPE FACILITY �q PROPOSED INSTALLER Jo 5 e)P l �% PHONE a o B ® ® Proposal (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location may require submittal of proposal from licensed professional engineer or registered architect. t 6W 61D �► 5 10 Sco e 21, 414vitV . U19 Avg M, Proposal Disapproved Date Proposal approved with the following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. c. Location of installed components tied to two fixed points (e.g.,house corners). d. System description (e.g., 1250 gal. concrete septic tank, three precast 6' diam. x 6' deep drywells surrounded by one foot + gravel). e. Installer's name and number. 3. System repair to be performed in accordance with the above proposal and conditions. I, as owner, or reported agent of owner agree to the above, conditions. SIGNATURE ` TITLE CZW1 .a-L. 1 DATE CPIES: ftte (FM) • YeUraw (Tam HE); Pink (Ag mnt) lot Ice 10-3,7q lP,? JOSEPH GARCIA 43 ILION RD. NEW FAIRFIELD,CT 06812 Ia. li'A ll;� A 5" DO- I h P r A I 71 rl- Ji 4AXK:�S 4, i 5Ar,.. 4,v A t tq 0 43440 fhSFPH 4AKIA ILION RD. 0812 INVW9FIELD cy June -16, 1993 .Putnam, County Department of Health Attn: William Hedges _ 4 Geneva Road Ott 312 . Erewster, New York. 10509 RE:. IASICK SEPTIC DESIGN . 408 LADE SHORE DRIVE TOWN OF PATTERSON, NEW YORK, Dear liar. Hedges: We have been hired by,Mr. Frank l�asick to design a septic system to replace. the failing system currently on ,the `above, referenced lot. This :letter will explain the purpose and design of the Masick Replacement Septic .System. Conversations with the Town revealed that'the septic system on this lot has been repaired 2 -3 times in the past few years:., The existing system ,consists of a. .550 gallon septic, tank located at the northeast corner of the house with an effluent pipe that.runs along the north side of the house . then under the driveway to a. distribution box_ and into the leach field on the front side of the ' house. The leach field consists of two 25' lengths of pipe, in a stone bed approxiYnately 12 -18" - deep: A'ctnriain grain exists on two and one inalf sides of the leach field: We inspected . the septic.-system-oh June 4, 1993 and found that ,the." leach field was failing with . effluent bubbling out of the ground from the lower: side of the field neat the road. 'A further '. ' inspection was performed on. June 9, 093 with a backhoe. We dug a hole at the uphill end of the leach field and found.that the stone.bed at the leach field was'completely saturated. The hole filled with effluent to the top. of the stone bed, approximately 17" below..grade: This hole was then subsequently filled in. We then proceeded to dig a deep pit hole uphill from the existing leach field on the. south side of the house. The deep pit hole revealed the following -soil profile: . 0." - 6" Topsoil 67 - 29-6" Sandy Loam :2' -6" -' 49 70" Silt 4' -0" 6' -6" Sandy Loath,, (Moist) 6'-6" - 7-'6" Siity.LOam Water Seepage at 4' -0 ". D E S I G N P R OF E S S 1.0 N A L S 259 ROUTE 17K 0 NEWBURGH, NY 12550 ❑ TEL: 914/564 -8700 0 FAX: 914/564 -8881 the poor percolation rate of the existing leach field is ' probably due to the silt layer of soil located 2' -6" below the surface. This silt layer: along with restrictive conditions at the site preclude the Installation of a normal below grade septic system in the' existing soil or a raised.fill system. Therefore; a system has been designed that involves the replacement of existing material to the 6' -67 depth.. The fill material will consist of four to six .feet 'of run -of -bank gravel fill . with. a maximum percolation rate of 7 minutes. over 2' -6 ". of crushed stone or washed gravel.: 'The 7 minute percolation-rate equates, to a sewage application rate of 1:0 GPD/SF.With an Average- daily, flow for a,two bedroom house of 175.. GPD, the required 2' wide trench,is: .175GPD 1.OGPD /SF(2') 88' In order to provide for a greater factor of safety 3 trenches`of 35' each or 105, feet of trench :is proposed. By removing the existing impervious material and replacing it, with granular material, we are allowing the . septic system' discharge to percolate to suitable material: In 'order to feed the new proposed leach field by gravity, the plumbing inside the basement of the, house will be rerouted to exit the foundation at the southeast corner. of the house to a new 750 gallon septic tank on. the south side of the house. Please note that separation distances from the well,.liouse ,and property line do not meet current . cedes., dwever. we.feel that h s �s the -bes *- design- conside*_Yng -the. existung conditions. Please review and comment on this report and the attached plans as soon as possible, 'so that the failing septic system can be -replaced. If you have any questions, please contact. us. Very - truly yob,. CLARK PATTERSON MOSSIEN Jeffrey, R. Wright, P.E. _ .. William.. Hedges June 16, 1993 Page 2 the poor percolation rate of the existing leach field is probably due to the silt layer of soil located 2' -6" below the surface. This silt layer along with restrictive conditions at the site preclude the installation of a normal below grade septic system in the existing soil or a raised fill system. Therefore, a system has been designed that involves the replacement of existing material to the 6' -6" depth. The ,fill material will consist of four to six feet of run -of -bank gravel fill with a maximum percolation rate of 7 minutes over 2' -6" of crushed stone or washed gravel. The 7 minute percolation rate equates to a sewage application rate of 1.0 GPD /SF. With an average daily flow for a two bedroom house of 175 GPD, the required 2' wide trench is: 175GPD 1.OGPD /SF(2') = 88' In order to provide for a greater factor of safety 3 trenches of 35' each or 105 feet of trench is proposed. By removing the existing impervious material and replacing it with granular material, we are allowing the septic system discharge to percolate to suitable material. In order to feed the new proposed leach field by gravity, the plumbing inside the basement of the house will be rerouted to exit the foundation at the southeast comer of the house to a new 750 gallon septic tank on the south side of the house. Please note that separation distances from the well, house and property line do not meet current codes, however we feel that this is the best design considering the existing conditions. Please review and comment on this report and the attached plans as soon as possible, so that the failing septic system can be replaced. If you have any questions, please contact us. Very truly yours, CLARK PATTERSON MOSSIEN Jeffrey R. Wright, P.E. JRW /bz Enclosure cc; Frank Masick = ° �i i PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPAIR �aa3 �3 OKWER'S NAME Frank Masick pHCNE 279 -2131 SITE LOCATION 408 Lake Shore Drive TM# MAILING ADDRESS n° 6 eio:�E. New. Y n r k 1(15 (19 PERSON INTERVIEWED Frank Masick, Owner PCHD Umplaint (k Name & Relationship (i.e, owner,tenant, etc.) Residential DAB TYPE FACILITY Subsurface Septic PROPOSED INSTALLER Jim H o i/ PHONE Proposal (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location may require submittal of proposal fran licensed professional engineer or registered architect. See attached letter and plans Ay -� I � r,/. ,-_e 1,r;1 ,1 � ?—/ Proposal approved 's SiWbature & Proposal Disapproved r000sal awroved with the following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. c. Location of installed canponents tied to two fixed points d. System description (e.g., 1250 gal. concrete septic tank, drywells surrounded by one foot + gravel). e. Installer's name and number. (e.g.,house corners). three precast 6' diam. x 6' deep 3. System repair to be performed in accordance with the above proposal and conditions. I, as owner, reported agent of owner agree to the above conditions. SIGNATURE 107 TITLE Owner DATE IPIESS: W-Ate (PAD): YeUcw (fin BI); Pink (Anl a3nt) PUTNAM COUNTY DEPARTMENT OF HEALTH ` DIVISION OF ENVIRONMEN'T`AL HEALTH SERVICES Date July 13, 1993 Re: Property of Frank Ma iCk Located at 408 Lake Shore Drive (T) Patterson Section 25 Block 81 Lot 1 =.2 Subdivision of Subdv. Lot # Gentlemen: Filed Map # Date This letter is to authorize Clark Patterson Mossien !' a duly licensed professional engineer X or registered archit�&t °v,-':1'! (Indicate) to apply for a Construction Permit for a separate sewage systemq. tp.- < serve the above noted property in accordance with the standard!;:,.r:ulo- ";,.T; or regulations as promulagated by the Commissioner.of.the Putn" CAuI:�ty cn Department of Health, and to sign all necessary papers on my behalf in conriection�with - this matter `'and to" supervise the construction of said system or systems in conformity with the provisions of Article 145 or 147, Education Law, the Public Health Law, and the Putnam County Sani- tary Code. Countersigned: R.A. , # 62900 Clark Patterson Mossien Address Newburgh, New-York 12550 564 -8700 Telephone Very truly yours, Signed, e .�� j 0, Owner of Property 408 Lake Shore Drive Address 2792131 Telephone 6 June 16, 1993 Putnam County Department of Health Attn: William Hedges 4 Geneva Road Rt 312 Brewster, New York 10509 RE: MASICK SEPTIC DESIGN 408 LAKE SHORE DRIVE TOWN OF PATTERSON, NEW YORK Dear Mr. Hedges: We have been hired by Mr. Frank Masick to design a septic system to replace the failing system currently on the above referenced lot: This letter will explain the purpose and design of the Masick Replacement Septic System. Conversations with the Town revealed that the septic system on this lot has been repaired 2 -3 times in the past few years. The existing system consists of a 550 gallon septic tank located at the northeast comer of the house with an effluent pipe that runs along the north side of the house then under the driveway to a distribution box and into the leach field on the front side of the house.. The leach. field consists of two 25' lengths of pipe in a stone bed approximately 12 -18" - deep. A curtaui'afain exists YhW& and-orie half "sides of the reach`field: - V �' We inspected the septic system on June 4, 1993 and found that the leach field was failing with effluent bubbling out of the ground from the lower side of the field near the road. A further inspection was performed on June 9, 1993 with a backhoe. We dug a hole at the uphill end of the leach field and found that the stone bed at the leach field was completely saturated. The hole filled with effluent to the top of the stone bed, approximately 17" below grade. This hole was then subsequently filled in. We then proceeded to dig a deep pit hole uphill from the existing leach field on the south side of the house. The deep pit hole revealed the following soil profile: 0" -611 6" - 2' -6" 2' -6" - 4' -0" 4' -0" - 6' -6" 69-611- 7 -16" Water Seepal Topsoil Sandy Loam Silt Sandy Loam (Moist) Silty Loam >e at 4' -0" _ 3v�� _ i7,< � .. ��iti, i-1 _ _V r� .,_�. ?1 ._ir- %�.. 7 ... Jl�: :•:�=- ii3�Si a 4.. William Hedges June 16, 1993 Page 2 the poor percolation rate of the existing leach field is probably due to the silt layer of soil located 2' -6" below the surface. This silt layer along with restrictive conditions at the site preclude the installation of a normal below grade septic system in the existing soil or a raised fill system. Therefore, a system has been designed that involves the replacement of existing material to the 6' -6" depth. The fill material will consist of four to six feet of .run -of -bank gravel fill with a maximum percolation rate of 7 minutes over 2' -6" of crushed stone or washed gravel. The 7 minute percolation rate equates to a sewage application rate of 1.0 GPD /SF. With an average daily flow for a two bedroom house of 175 GPD, the required 2' wide trench is: 175GPD 1.oGPD /SF(2') = 88' In order to provide for a greater factor of safety 3 trenches of 35' each or 105 feet of trench is proposed. By removing the existing impervious material and replacing it with granular material, we are allowing the septic system discharge to percolate to suitable material. In order to feed the new proposed leach field by gravity, the plumbing inside the basement of the house will be rerouted to exit the foundation at the southeast comer of the house to a new 750 gallon septic tank on the south side of the house. Please note that separation. distances from the well, house and property line do not meet current ... . codes; however we_feel thAf- this- 'i�_the best design consideriiig the existug _c6n ons_. Please review and comment on this report and the attached plans as soon as possible, so that the failing septic system can be replaced. If you have any questions, please contact us. Very truly yours, CLARK PATTERSON MOSSIEN Jeffrey R. Wright, P.E. y JRW /bz Enclosure cc; Frank Masick January 22, 1992 Envitormental Health 110 Old Rt. 6 Center Building 3 Carmel, New York Re: Septic System 408 Lakeshore Drive Brewster, New York 10508 Dear Mr. Bill Hedges, The house at the above address will be vacant after January 23, 1992, and remain unoccupied until the contractor, Joe Garcia, is able to complete work on the septic system in April, when the ground thaws. -Mr. Garcia-wil-1 -bp,. at----that- time Thank you so much for your consideration in this matter. Sincerely yours, Richard Di Vico Owner June 16, 1993 X1- / grs Putnam County Department of Health Attn: William Hedges 4 Geneva Road Rt 312 Brewster, New York 10509 RE: MASICK SEPTIC DESIGN 408 LAKE SHORE DRIVE TOWN OF PATTERSON, NEW YORK Dear Mr. Hedges: We have been hired by Mr. Frank Masick to design a septic system to replace the failing system currently on the above referenced lot. This letter will explain the purpose and design of the Masick Replacement Septic System. Conversations with the Town revealed that'the septic system on this lot has been repaired 2 -3 times in the past few-years. The existing system consists of a 550 gallon septic tank located at the northeast comer of the house with an effluent pipe that runs along the north side of the house then under the driveway to a distribution box and into the leach field on the front side of the house. The leach field consists of two 25' lengths of pipe in a stone bed approximately 12 -18" deep:-- A- eur+.ah€:- •dmi ^- exists -an two -and -one -- half - -sides of- the- leach.1 field ,..:__,_....:_.._....- - - -_. _- - We inspected the septic system on June 4, 1993 and found that the leach field was failing with effluent bubbling out of the ground from the lower side of the field near the road. A further inspection was performed on June 9, 1993 with a backhoe. We dug a hole at the uphill end of the leach field and found that the .stone bed at the leach field was completely saturated. The hole filled with effluent to the top of the stone bed, approximately 17" below grade. This hole was then subsequently filled in. We then proceeded to dig a deep pit hole uphill from the existing leach field on the south side of the house. The deep pit hole revealed the following soil profile: 0" - 6" Topsoil 6" - 2' -6" Sandy Loam 2' -6" - 4' -0" Silt 4' -0" - 6' -6" Sandy Loam (Moist) 6' -6" - 7 -'6" Silty Loam Water Seepage at 4' -0" D E S I G N P R O F E S S 1 0 N A L S 259 ROUTE 17K ® NEWBURGH, NY 12550 10 TEL: 914/564 -8700 ® FAX: 914,564-8881 SIDE KEW SPEW MA77ONS BETE MIN. STRENG7H -4,000 PSI AT 28 DAYS REI1VF0RCEMENT -6 "x67 x10 GA. WIRE MESH TRUCTION JOINT- S&4LED WITH BUYTL RUBBER BASE CEMENT CONNE077ON- POLY -LOC SEAL (PATENT PENDING) (H20 LOADING ON REQUEST) M 750 GALLON SEPTIC TANK OR EQUAL N. T.S. TRAVELED -WAY OF LAKE SHORE._ Ii GRAVEL I DRIVE —N 2 2:120 E 102 0 00 --- -- ------- i I I I � I .I I� J AI I r— I I ® I I i I 01 -. FEE 1 112 STORY FRAME RESIDENCE __IO2- i I I EXISTING 1 I I I I STONE SIDEWALK N `rte __ -- - - - - -- -- — IN V. EL. ' 03 - 105.5 v,l REMOVE 13' OF EXIST. 4" Ran __ -_ .__12lSTRlBVT1D - -- -10�+- BOX-- ... ... ..:.. .. _,� I C.I. PIPE & REPLACE W/ 05 NEW 4 PVC PIPE . RECONNECT zl 1 ALL PIPES CURRENTLY. TIED NEW � I 1/4%FT MIN_r_ i INTO EXIST. SEPTIC PIPE SEPTIC TO NEW PIPE TANK _ EXIST. SEPTIC TANK TO BE i10 EL. I INSTALL NEW I FILLED W/ .SAND & ABANDONED 103.5 �_ 4" PVC PIPE 1 � EXISTING CONCRETE I SIDEWALK—" 1 WELL y. 0 3o ss �k•