Loading...
HomeMy WebLinkAbout2064DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 36.48 -2 -2 BOX 18 I 02064 S JOHN KARELL Jr., P.E., M.S. _ Puti!!c Heath. Director'.-,,.., . DEPARTMENT OF HEALTH Division, Of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 . (914) 278 -6130 November 23, 1992 Laurent Engineering 73 Fairfield Drive Patterson, NY 12563 11q 4 Re: Proposed Hair Salon Bertram, 102 Fairfield Drive (T) Patterson Dear Mr. Laurent: I have reviewed the site plan including the purported sewage disposal system and individual water supply for the conversion of the existing three bedroom residence to a two station hair salon. This Department has no objection to the proposed change in use with the following conditions. 1. approval is for a 754 square foot two station hair salon only. No expansion or change in use is allowed without prior approval by this Department. Approval is for sewage disposal and water supply only. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of Patterson. If you have any questions, please contact me at 278 -6130 ext. 168. WH/jp CC: ZBA (T) Patterson BI (T) Patterson MJB Very truly yours, William Hedges Sr. Public Health Sanitarian LAURENT ENGINEERING ASSOCIATES, PC. 73 FAIRFIELD DRIVE PTERSON ;;.NEW-'YORK - 1256x' AT • -r= < s 1 'RANDOLPH W. LAURENT, PE. (914) 278.6108 — (FAX) 278.2658 HARRY W.NICHOLS. JR., PE. CONSULTING SITE ENGINEERS EXISTING SEWAGE DISPOSAL SYSTEM AND POTABLE WATER SUPPLY t; Project: Proposed Hair.Salon 104 Fairfield Drive Town of Patterson, New York Date: October 26, 1992 A. INTRODUCTION Mr. John Bertrum is proposing a renovation of the existing structure located at 104 Fairfield Drive in the Town of Patterson, New York for use as a hair salon. The property (Tax. Map No. 36.48 -2 -2) is located on the east side of Fairfield Drive, approximately 550 feet south of Lake Shore Drive, consisting of approximately 0.162 ± acres and within the.NS -2 Zone. The structure was vacant prior to the start of renovation. B. PROPOSED USE The existing structure, containing 754 s.f., will be used as a hair salon. It is proposed to contain two (2) "wet" stations (chairs utilizing sinks for washing), two (2) dry . - -...; atations; - (chairs- -for -- -hair• - -dr-y ngr- -permane nts;. etc. -)- and -.one* _._ -. -- (1) waiting chair. No more than three (3) patrons can be i serviced at any one time. C. EXISTING SEWAGE DISPOSAL SYSTEM The existing subsi7r_face sew?ge diE,)osal syste -m consists of a 1000 - gallon septic tank, four (4) distribution boxes for four (4) lateral absorption trenches totaling 200 feet in length. The proposed flow from the two (2) "wet" stations is 340 gallons per day (170 g.p.d. per station from N.Y.S.D.E.C. Publication, "Design Standards for Wastewater Treatment Works Intermediate Sized Sewage Facilities "). This "Flow Rate Per Unit" (station) includes the lavatory facilities associated with the facility for which the "Expected Hydraulic Loading Rate" applies. The septic tank, based upon the. formula: Size = 1.5 x Flow (D.E.C. Publication) should be a minimum of 510 gallons (340 x 1.5).. The existing septic tank size is 1000 gallons. The absorption trenches, based upon a percolation rate of 8 - 10 minutes per inch, should be 189 linear feet total (340 g.p.d. 0.9 application rate -e- 2 trench width). The existing absorption trenches are 200 linear feet long. D. POTABLE WATER SUPPLY The existing potable water is supplied by a 225 -foot deep drilled well with a yield of 30 gallons per minute. A recent bacterial analysis of a water sample from the existing well indicates that "The results of the analysis of this sample- were satisfactory and met requirements for potable water ". E. CONCLUSION Based upon the above documentation, it is our professional opinion that the existing sewage disposal system and potable water supply are sufficient to handle the intended hair salon use. OF Ne Respectfully submitted Wig LAURENT ENGINEERING A T i p o � * � Randolph W. Laurent, Ho.o"I N.Y.S. Lic. No. 45781. A RWL /RSC : bd 9OFESS100'� 92082 AV LID Xf •Y t r mom,^^" r'� � ac' � w•¢�� a: � .�' eyp �� ,� ��� 117 r Ruaa Brewster, NY 10509 October 13, 1993 Mr. David Reins Code Enforcement Officer Patterson Town Hall Route 164 Patterson, NY 12563 Dear Mr. Reins; I am writing to call to your attention several clear violations of the special use permit issued to John Bertrum as outlined in the minutes of the Patterson Town Planning Board for November 5,1992, the site plan filed, and the letter -from William eg e o- fw....the Putnam County Department of Health. The site plan filed. shows 3 spots for customer parking and- 2 spots for employee parking. The parking area shown was,. to be blacktopped, with a guard rail on two sides, or a bond )was to be posted prior to the granting of a C 0. On page,8 of the minutes, Mr. Striffer said,•,that a CO delineates the �� use of the building.. The parking area has never been black- ! 1,5 topped, no bond has been posted, yet. -a CO was granted on January 11,1993 without usage delineated. ,she discussion i said and the letter f Mr. Hedges. iU as well as parking specified in'the site plan, i 'e-a- at .° there are to be two chairs and two hairdressers, with no ') expansion because of both parking.; -and .water and sewage. There- - - There--- are ,--pr-esently -6 chairs -and - I have seen three hairdressers- working at the same time, with consequent heavier water and sewage than approved.. The owner:�has indicated to me plans to hire more hairdressers. Additional usage constitutes a possible threat of contaminationo my well. One sign is allowed, to be submitted to the palnning board for .prior approval. There:is presently.a sign over the door, as w`eli as signs painte'n, on.both windows, and a double -sided free standing sign which is placed near the road during business hours. By far the most flagrant violation has to do with the site. On Sunday, October 3, and Monday, October 4 I or a member of my family witnessed 5 dumptrucks of fill dumped on the property. Two pieces of heavy equipment dumped large boulders along the.rear property line, and the fill was graded with a height of 6 feet at the rear of the property. The subsequent parking lot is now higher than the six foot fence I was forced -to install to provide a measure of privacy for my family. (2) 2 Up to four cars back into this area, spewing exhaust onto my property. On Wednesday, October 6, between 4:30 and 6:00 PM, J four carswere parked in the rear, two truck6.in front of them, and four cars in the front. I have two young children and will have a third in December. The present use of the property constitutes a hazard to the health and well being of my family, as well as a severe loss of the value of my property. I urge you to take all necessary steps to insure that the Town of Patterson uses it's duly constituted authority to insure that the property is returned to existing condition prevailing prior to October 3, 1993, and to force the owners to comply with all provisions of the special use permit as enunciated in the above referenced minutes. Very truly yours, Kathie A. Lif ren cc:Lawrence Lawlor Frank Blassi Richard Williams - - William-Hedges. ' LAURENT ENGINEERING ASSOCIATES, PC. 73 - FAIRFIELD DRIVE PATTERSGN, NEW YORK 12563 (914) 278.6108 -(FAX) 278.2658 RANDOLPH W. LAURENT. PE. HARRY W.NICHOLS, JR., PE. CONSULTING SITE ENGINEERS November 19, 1992 Putnam County Department of Health Route 312/ Geneva Road Brewster, NY 10509 Att: Mr. William Hedges Re: Proposed Hair Salon (Bertrum) 102 Fairfield Drive (T) Patter:sor. Dear Bill: In response to your comments regarding the above mentioned project, we offer the following: 1. The location of the existing well and SSDS have been added to the plan. 2. The existing building was originally a 3- bedroom residence. 3. Note No. 3 has been added to the plan regarding "use" of the building. Enclosed are two (2) copies of "Site Plan ", revised 11- 19 -92. -Very ..truly _ yours, _..... _ w LAURENT ENGINEERING ASSOCIATES, P.C. � jr • Randolph W. Laurent, P.E. R r : bd 92082 enc . cc: Mr. J. Bertrum w /enc. 7 Q r 1.d.V(�t%N? t:NG- tiid�G(LINla ,�A�OU�'f�, PO. JEF � �tyl I 1 0 *0( ,.G 200 s.f A t *ITS I. Piot'r-,tzTY LINe- DATA ANV t%Xi *Tlt"f GOt4pl -•ION,& MOM SUfzvt�-Y Pi2�faj21%t7 Vy ZNyrrr, f;1JGr11�� INGr � �1C�IJ,PG. PA -7erTWt3� 14, 1912. 2.e�T1W-r �D5 LoGATIOU PE(z J. 13�(�Ti��M . 3.TNt: Pt2oP�Ep U5>: 1� hT(LIGTLY �MMF- j�GIAL- NO rexol. 60TIAL U5E I"V MOPD91�D O(2- *I- Tr lvtAN 102 r,&If rlr-W l2r"Ivr TOWtJ Of- PAT- re-(40ON,W% YOf 1 ° ° 20' 12AIl% ID- 'G� -�2 ,TD►3N %x(2082 tzfv tzt;v 11�Iq -q2 ' f'AI24e- %ll.I rl Ad lPe-P : 1 hPAG>; / 2G0 S.f' 5{'AGf-S TM MAV 9G. -13 _ 2 - 2 o , • 33.5' _ 4 �AVf �N'f BNG�IN�G(LINCa ASSOGI�'fPh, P.G. n. t. NOT6 Pf Of fWly :woe, 17A'fA �,Nv r-X15TIN6r GoKnITtONS QOM 5u�v�Y I'>zt%t'at�>%t' iii SNy111:,�IJGrIN�INGr f7gIhN,PG. t2aTr�t7 5i:1'tEMt3 Imo}, 1°192. . 611 Tr F[ -AN ` z Nit, too v(?tve-� qr . , TOwN GjGPI 1" 20' P. nAT� ID- '!.& - 2 lops 14Sllob7l i i E°